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HomeMy WebLinkAbout2041 E Wilshire Ave - PlanEXISITNG PHOTOVOLTAIC SYSTEM 190.12 KW DC 4 NEW CARPORT WITH PHOTOVOLTAIC SYSTEM 240.97 KW DC COMBINED SYSTEM SIZE 431.09 KW DC 2041 E WILSHIRE, SANTA ANA, CA 92705, USA GENERAL NOTES VICINITY MAP 1.1.1 PROJECT NOTES: 1.1.2 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE CALIFORNIA ELECTRIC CODE (CEC) ARTICLE 690, ALL MANUFACTURER'S LISTING AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION'S (AHJ) APPLICABLE CODES. 1.1.3 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION 1.1.4 GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE IS ACCORDANCE WITH CEC 690.41(B) 1.1.5 ALL PV SYSTEM COMPONENTS; MODULES, UTILITY -INTERACTIVE INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY CEC 690.4: PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70 CLASS C FIRE INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519 COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY 1.1.6 MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMP COEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED ACCORDING TO CEC 690.7. 1.1.7 ALL INVERTERS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, AND SOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC POWER SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATION PER 690.4 (D). SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS FROM LISTING OR LABELING [CEC 110.31. 1.1.8 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE CEC AND AHJ. 1.2.1 SCOPE OF WORK: 1.2.2 PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE GRID -TIED PHOTOVOLTAIC SYSTEM RETROFIT. PRIME CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING EXISTING ONSITE REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THE EXTERIOR CARPORT -MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMS DETAILED IN THIS DOCUMENT 1.2.3 INSTALLING CONTRACTOR IS RESPONSIBLE FOR FOLLOWING EQUIPMENT MANUFACTURER'S INSTALLATION AND COMMISSIONING MEANS AND METHODS. 1.3.1 WORK INCLUDES: 1.3.2 PV RACKING SYSTEM INSTALLATION - CARPORT ATTACHMENT 1.3.3 PV MODULE AND INVERTER INSTALLATION - JA SOLAR JAM72D40-595/MB (595W) MODULES / SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS / SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS / SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS 1.3.4 PV EQUIPMENT CARPORT MOUNT 1.3.5 PV SYSTEM WIRING TO A CARPORT -MOUNTED JUNCTION BOX 1.3.6 PV LOAD CENTERS (IF INCLUDED) 1.3.7 PV METERING/MONITORING (IF INCLUDED) 1.3.8 PV DISCONNECTS 1.3.9 PV GROUNDING ELECTRODE & BONDING TO (E) GEC 1.3.10 PV FINAL COMMISSIONING 1.3.11 (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV 1.3.12 SIGNAGE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE PROJECT INFORMATION PROJECT NAME NAME:FREUDENBERG NOK- CARPORTS APN NUMBER: 402-111-39 CONTRACTOR INFORMATION: CONTRACTOR NAME: GREEN CONVERGENCE SCOPE OF WORK El Presidia Ap m,! McFadden Ave 6' _ McFc,do r. E.. 0 sionsO Dynamic Auto Cush- Caro McFADDEN PLAZA,Q 4 NEW SOLAR CARPORTS SYSTEM SIZE: STC : 405 X 595W = 240.97 kW DC PTC : 405 X 557.6W = 225.83 kW DC CEC AC RATING: 220.18 kW AC AC SIZE: 308.20 kW AC (405) JA SOLAR JAM72D40-595/MB (595W) MODULES (02) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS - (01) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS (04) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS EXISTING SYSTEM SIZE: STC : 388 X 490W = 190.12 kW DC PTC : 388 X 459.1 W = 178.13 kW DC CEC AC RATING: 173.68 kW AC AC SIZE: 187.50 kW AC (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES (03) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (132) APSMART RSD-D-20 RAPID SHUTDOWN DEVICES T-001 ATTACHMENT TYPE: CARPORT ATTACHMENT MSP UPGRADE: NO AUTHORITIES HAVING JURISDICTION BUILDING : CITY OF SANTA ANA UTILITY : SOUTHERN CALIFORNIA EDISON (SCE) DESIGN SPECIFICATION FOUNDATION TYPE - POURED CONCRETE ZONING - CITY OF SANTA ANA GROUND SNOW LOAD - 3 PSF WIND EXPOSURE - B WIND SPEED - 95 MPH RISK CATEGORY - II APPLICABLE CODES & STANDARDS BUILDING: CBC 2022, CMC 2022 CPC 2022, CEBC 2022 ELECTRICAL: CEC 2022 FIRE: CFC 2022 o E Wl AW. Ave 1 � vpiann�„ur � <scFADDEN PLAZA • f EWilshire Ave COVER,17 SHEETINDEX - I A-101 I SITE PLAN 1 I ELECTRICAL LINE DIAGRAM E-603 WARNING LABELS E-604 PLACARD 1.1 COL MN PLAN S1.2 GENERAL NOTES S2.1 DETAILS S2.2 I DETAILS R-001 I RESOURCE DOCUMENTS CITY OF SANTA ANA annb and B.ui.-iAgency iPO V GFUTWEIRPOCTI S -R E N C W A CI L C S- DESIGN SEPVICES GREENTECH IRERNEWABLES DatebNTRACTOR Green convercence GREEN CONVERGENCE 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10. & C-39) � `1 0 w LLJ - rn o z W Q U I— = Q w0-1W Q w U z Co � Z w Q w Q 0 LLI C) U H o Z o w N Q Cl- D' w W m Lu = Eo �a W Z 00 U) s� W F- o a z O O F Q a O w a a 0 rn a U > a > j > K LLj Cy o a Q W O O O D � d Co ti d SHEET TITLE COVER PAGE DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER T-001 ANCE CITY OF SANTA ANA NOTES 1. EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUS BAR OR CONDUCTOR 2. EQUIPMENT. INVERTERS, MOTOR GENERATORS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, AC PHOTOVOLTAIC MODULES, SOURCE -CIRCUIT COMBINERS, AND CHARGE CONTROLLERS INTENDED FOR USE IN PHOTOVOLTAIC POWER SYSTEMS SHALL BE IDENTIFIED AND LISTED FOR THE APPLICATION, (CEC 690.4(B)) 3. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND NON ROOF SWITCHES. ROOF SWITCHES TO BE NEMA 4 RATED. 4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH CEC ARTICLE 250. 5.PROTECTION DEVICES FOR PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS ALSO CONNECTED TO SOURCES HAVING SIGNIFICANTLY HIGHER CURRENT AVAILABILITY (E.G., PARALLEL STRINGS OF MODULES, UTILITY POWER), SHALL BE PROTECTED AT THE SOURCE FROM OVERCURRENT. [CEC 690.9(A)] 6.PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT CONTROLS SPECIFIC CONDUCTORS. [ CEC 690.121 7.THE UTILITY INTERACTIVE INVERTERS SHALL AUTOMATICALLY DE -ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. [CEC 705.411 8.ALL CONDUCTOR EXPOSED TO WEATHER SHALL BE LISTED & IDENTIFIED FOR USE IN DIRECT SUNLIGHT. [ CEC 310.10(D)(1)] 9.THE MODULE CONDUCTORS MUST BE TYPE USE-2 OR LISTED FOR PHOTOVOLTAIC (PV) WIRE. (CEC 690.31(C)) 10.ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE IDENTIFICATION. 11.AN INSULATED GROUNDED CONDUCTOR OF 6 AWG OR SMALLER SHALL BE IDENTIFIED AS A CONTINUOUS WHITE FINISH. [CEC 200.61 12.THE OUTPUT OF AN INTERCONNECTED ELECTRICAL POWER SOURCE SHALL BE PERMITTED TO BE CONNECTED TO THE LOAD SIDE. INTERCONNECTING PROVISIONS FOR OTHER POWER SOURCES SHALL COMPLY WITH 705.12(B)(1) THROUGH 705.12(B)(5) 13. EACH SOURCE INTERCONNECTION OF ONE OR MORE POWER SOURCES INSTALLED IN ONE SYSTEM SHALL BE MADE AT A DEDICATED CIRCUIT BREAKER OR FUSIBLE DISCONNECTING MEANS [CEC 705.12(B)(1)] 14.THE SUM OF THE AMPERE RATING OF THE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR CONDUCTOR SHALL NOT EXCEED 120% OF THE RATING OF BUSBAR OR CONDUCTOR.[CEC 705.12(B)(3)(2)] 15.A CONNECTION AT EITHER END, BUT NOT BOTH ENDS, OF A CENTER -FED PANEL BOARD IN DWELLINGS SHALL BE PERMITTED WHERE THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUSBAR DOES NOT EXCEED 120 PERCENT OF THE CURRENT RATING OF THE BUSBAR. [CEC 705.12(B)(3)(2)] 16.EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUS BAR OR CONDUCTOR SHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES. [ CEC 705.12(B)(3)] 17.CIRCUIT BREAKER, IF BACKFED, SHALL BE SUITABLE FOR SUCH OPERATION. [ CEC 705.12(B)(4)] 18.TO MINIMIZE OVERHEATING OF THE BUSBAR IN PANELBOARD, THE PANELBOARD MAIN CIRCUIT BREAKER AND THE PV POWER SOURCE CIRCUIT BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE END OF THE BUSBAR. 19. ALL THE CEC REQUIRED WARNING SIGNS, MARKINGS, AND LABELS SHALL BE POSTED ON EQUIPMENT AND DISCONNECTS PRIOR TO ANY INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR. 20.WHERE PV SYSTEM DC CIRCUIT'S RUN INSIDE A BUILDING, THEY SHALL BE CONTAINED IN METAL RACEWAYS TYPE MC METAL CLAD CABLE OR METAL ENCLOSURES FROM POINT OF PENETRATION OF THE SURFACE OF THE BUILDING TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS. [ CEC 690.31(G)] 21.FLEXIBLE, FINE -STRANDED CABLES SHALL BE TERMINATED ONLY WITH TERMINALS, LUGS, DEVICES OR CONNECTOR THAT ARE IS IN ACCORDANCE WITH CEC 110.14 22.CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY ACCESSIBLE AND OPERATING AT OVER 30V DC OR 15V AC SHALL REQUIRE TOOL TO OPEN AND MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING". [CEC 690.33(C) & (E)(2)] 23. EQUIPMENT GROUNDING CONDUCTOR FOR PV MODULES SMALLER THAN 6AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY A RACEWAY OR CABLE ARMOR. [CEC 690.46 & 250.120(C)] 24. AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE SMALLER THAN 14 AWG. [ CEC 690.45] 25. FINE STRANDED CABLES USED FOR BATTERY TERMINALS, DEVICES, AND CONNECTIONS REQUIRE LUGS AND TERMINALS IS IN ACCORDANCE WITH CEC 110.14 26.GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT. IF NECESSARY,SPLICES OR CONNECTIONS SHALL BE MADE AS PERMITTED. (CEC 250.64 C) 27.ALL SMOKE ALARMS, CARBON MONOXIDE ALARMS AND AUDIBLE NOTIFICATION DEVICES SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND UL 2034. THEY WILL BE INSTALLED IN ACCORDANCE WITH NFPA 72 AND NFPA 720. 28.SMOKE ALARMS AND CARBON MONOXIDE ALARMS WILL BE RETROFITTED INTO THE EXISTING DWELLING. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS,OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE.THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME, OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. GENERAL CONDUCTOR INSULATION KEY DC CONDUCTORS POSITIVE(UNGROUNDED) RED NEGATIVE(UNGROUNDED) BLACK 480/277V AC CONDUCTORS PHASE L1 BROWN PHASE L2 ORANGE PHASE L3 YELLOW 120/208V OR 240V AC CONDUCTORS PHASE L1 BLACK PHASE L2 RED (SEE NOTE) PHASE L3 BLUE NEUTRAL WHITE OR GREY GROUND GREEN OR BARE Cu NOTE:THREE PHASE HIGH LEG MUST BE IN ORANGE COLOR PER NFPA 70. GROUND FAULT PROTECTION 1. PHOTOVOLTAIC INVERTERS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. INVERTERS ARE ALSO EQUIPPED WITH ANTI-ISLANDING CIRCUITRY. DISCONNECTING MEANS 1. MEANS SHALL BE PROVIDED TO ISOLATE EACH SOURCE CIRCUIT FROM THE SYSTEM. 2. WHERE A CIRCUIT GROUNDING CONNECTION IS NOT DESIGNED TO BE AUTOMATICALLY INTERRUPTED AS PART OF THE GROUND -FAULT PROTECTION, A SWITCH OR CIRCUIT BREAKER USED AS A DISCONNECTING MEANS SHALL NOT HAVE A POLE ON THE GROUNDED CONDUCTOR. 3. THE GROUNDED CONDUCTOR MAY HAVE A BOLTED OR TERMINAL DISCONNECTING MEANS TO ALLOW MAINTENANCE OR TROUBLESHOOTING BY QUALIFIED PERSONNEL. 4. EQUIPMENT SUCH AS PHOTOVOLTAIC SOURCE CIRCUITS, OVER CURRENT DEVICES, AND BLOCKING DIODES SHALL BE PERMITTED ON THE PHOTOVOLTAIC SIDE OF THE PHOTOVOLTAIC DISCONNECTING MEANS. 5. MEANS SHALL BE PROVIDED TO DISCONNECT INVERTERS FROM ALL UNGROUNDED CONDUCTORS OF ALL SOURCES. IF THE EQUIPMENT IS ENERGIZED FROM MORE THAN ONE SOURCE, THE DISCONNECTING MEANS SHALL BE GROUPED AND IDENTIFIED. 6. A SINGLE DISCONNECTING MEANS SHALL BE PERMITTED FOR THE COMBINED OUTPUT OF ONE OR MORE INVERTERS IN A GRID INTERACTIVE SYSTEM. 7. DISCONNECTING MEANS SHALL BE PROVIDED TO DISCONNECT A FUSE FROM ALL SOURCES OF SUPPLY IF THE FUSE IS ENERGIZED FROM BOTH DIRECTIONS AND IS ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS. SUCH A FUSE IN A PHOTOVOLTAIC SOURCE CIRCUIT SHALL BE CAPABLE OF BEING DISCONNECTED INDEPENDENTLY OF FUSES IN OTHER PHOTOVOLTAIC SOURCE CIRCUITS. rov GRORENERMTA S PENN C W A B L C S- ,ESIGN SEPVICES GREENTECH REMWABLES d eoNTRACTOR weenconveroence GREEN CONVERGENCE 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) Li U Y o w O LL o Z a U = Q w w J U Q Qco U w Q Lu Q w U H o Z) o IL w N Q LL U) a q w o; wa o� z� W � o Q ❑ s _ o � s A z O z o z a a z o w w 1 a 0 12 u) a F > > > WU) ui o a = a O } a _ a w 0 0 co R U R ❑ SHEET TITLE NOTES DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER G-001 Agency) ANCE LEGEND Jg -JUNCTION BOX --- — - PROPERTY LINE �--�� -FENCE O F-1 -VENT, ATTIC FAN (ROOF OBSTRUCTION) - (E) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES - (N) JA SOLAR JAM72D40-595/MB (595W) MODULES (N) (117) JA SOLAR JAM72D40-595/MB (595W) MODULES All- (E) TREE (TYP.) 10" NOTE: THAT CARPORTS WILL BE STANDARD STEEL SILVER NOTE: SEE DETAIL 2 ON SHEET S2.1 FOR COLUMN DETAIL. NOTE: THAT FOOTINGS WILL NOT BE INSTALLED ON PROPERTY LINES. THE COLUMNS WILL START 10" FROM PROPERTY LINE. (N) CARPORT - 4 (2041 E WILSHIRE AVE, #MTR04 SQUARE FEET = 3217.50 FT) (E) VAN ACCESSIBLE SEE ENLARGED VIEW 5 Q Co N N SEE ENLARGED VIEW 1 SEE ENLARGED VIEW 6 49'-3" - SEE ENLARGED VIEW 3 W i 00 21'-3" SEE ENLARGED VIEW 4 s ENLARGED VIEW 2 NI I (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER-1 (ON CARPORT-1) V (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-2 (ON CARPORT-1) ENLARGED VIEW 5 ENLARGED VIEW 3 METER NO: V349N-004409 NI — (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 NV (480V) INVERTER-6 (ON CARPORT-4) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 ❑ (N) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTER-7 (ON CARPORT-4) (480V) INVERTER-3 (ON CARPORT-2) (N) (102) JA SOLAR JAM72D40-595/MB (595W) MODULES (N)CARPORT-1 2041 E WILSHIRE AVE 4EMTR01 (E) (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG GJ (E) FENCE (490) MODULES SQUARE FEET = 2805 FT 2) 7 (E) MAIN BUILDING (E) GATE / COLUMN (TYP.) C1J (E) PARKING LOT (TYP.) r 1 (E) PROPERTY LINE -� � r ti U Lo i O M (N) CARPORT - 3 1 (2041 E WILSHIRE AVE, #MTR03 SQUARE FEET = 3118.13 FT2) E SITE PLAN SCALE:1/16" = 1'-0" Man 140'-6" 0 IM 367'-1" � o ❑ 0 m m a❑ O p O ❑ o m Cl' ° ❑ ❑. ° ❑ o o O 0 o O °❑❑ ❑� � 11J_fll I I I1 � I11 I I_I I_I.11 � —169'-2" 8'-611 - o - o N 105 JA SOLAR JAM72D40 595/MB .—Al MODULES Lo 35'-11 I mmm • m ®sue 44i n - - 83'-8' n54'-10" �n39'-10" (N) (81) JA SOLAR JAM72D40-595/MB (595W) MODULES (N) CARPORT - 2 (2041 E WILSHIRE AVE, #MTR02 SQUARE FEET=2227.50 FT') `- (E) PROTECTIVE BOLLARDS (TYP.) (E) (3x) SMA SUNNY TRIPOWER CORE1 STP INVERTER (ON ROOF) (E) MAIN SWITCHBOARD (INSIDE ELECTRICAL RC ( ) ( ) - ( ) (N) VISIBLE LOCKABLE LABELED AND FUSED ENLARGED VIEW 4 AC DISCONNECT (PV AC DISCONNECT) ENLARGED VIEW 6 (OUTSIDE THE WAREHOUSE) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (N) AC ACCUMULATION PANEL-2 (480V) INVERTER-5 (ON CARPORT-3) p (OUTSIDE THE WAREHOUSE) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-4 (ON CARPORT-3) (E) UTILITY TRANSFORMER (ON POURED PAD) SEE ENLARGED VIEW 2 (E) VAN ACCESSIBLE FRONT ENDRANCE ROUTE (E) VEGETATION (TYP.) E WILSHIRE AVE Cnll AlDr`_Cf1 \/IC\A/ -1 (INSIDE THE WAREHOUSE) CITY OF SANTA ANA ua ' n-d_B u.i -iAgency gfro V l I - 01AS =RENEWA6LES- .,ESIGN SErVi11S GREENTECH IRWABLES d R ENTRACTOR Greenconvercence ,*I,r GREEN CONVERGENCE 28476 WESTINGHOUSE PL VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) Lo U Y o w LL o z Q = Q w J U Q W Q co U W - w Q w U 'T H O Z) O W (V Q IL C/) a m w o� R w so C9 o° m � o F c c � z O O a Q a O g W a a 0 12 (o >>> R' j K o a ¢_ a a Woaoo SHEET TITLE SITE PLAN DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER A-101 .DANCE I (405) JA SOLAR JAM72D40-595/MB (595W) MODULES FOR (02) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS, (01) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS & (04) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS (03) STRINGS OF (14) MODULES CONNECTED IN SERIES (03) STRINGS OF (13) MODULES CONNECTED IN SERIES (12) STRINGS OF (10) MODULES CONNECTED IN SERIES (12) STRINGS OF (09) MODULES CONNECTED IN SERIES (12) STRINGS OF (08) MODULES CONNECTED IN SERIES DC SYSTEM SIZE: 240.97 kW DC AC SYSTEM SIZE: 308.20 kW AC CEC AC RATING: 220.18 kW AC DC SYSTEM SIZE: 190.12 kW DC AC SYSTEM SIZE: 187.50 kW AC CEC AC RATING: 173.68 kW AC ARRAY TILT - 060 ROOF-1 ROOF SLOPE-0° (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES WITH (132) APSMART RSD-D-20 RAPID SHUTDOWN DEVICES AZIMUTH - 180° FOR (03) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS MODULE - 388 (10) STRINGS OF (16) MODULES CONNECTED IN SERIES (04) STRINGS OF (15) MODULES CONNECTED IN SERIES ROOF SECTION (12) STRINGS OF (14) MODULES CONNECTED IN SERIES (E) MAIN BUILDING (2x) N) PVC CONDUITS INSIDE TRENCH AT 100' APPROX. 22'-6" CARPORT-4 SEE ENLARGED VIEW 5 SEE ENLARGED VIEW 6 (N) PVC CONDUIT INSIDE TRENCH AT 130' APPROX. S u U o Q -(03) STRINGS OF (14) MODULES CONNECTED IN SERIES -(03) STRINGS OF (13) MODULES CONNECTED IN SERIES -(12) STRINGS OF (10) MODULES CONNECTED IN SERIES +.f -(12) STRINGS OF (09) MODULES CONNECTED IN SERIES �Q -(12) STRINGS OF (08) MODULES CONNECTED IN SERIES CARPORT SECTION(S) TILT- 7' CARPORT-2 AZIMUTH - 180° TILT- 7° MODULE - 81 CARPORT-1 AZIMUTH - 90' MODULE - 102 TILT- 7° CARPORT-3 AZIMUTH - 180° MODULE - 105 Al SEE ENLARGED VIEW 1 ❑ (N) PVC CONDUIT INSIDE N ��, TRENCH AT 60' APPROX. SEE ENLARGED VIEW 3 E � I ELECTRICAL PLAN SCALE:1/16" = 1'-0" 101 '-6" CARPORT-2 (2x) (N) PVC CONDUITS INSIDE TRENCH AT 235' APPROX. (E) (3x) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (ON ROOF) (N) VISIBLE LOCKABLE LABELED AND FUSED AC DISCONNECT (PV AC DISCONNECT) (OUTSIDE THE WAREHOUSE) I (N) AC ACCUMULATION PANEL-2 i (OUTSIDE THE WAREHOUSE) (E) MAIN SWITCHBOARD (INSIDE ELECTRICAL ROOM) LINILAKULU VILVV b AC TRENCH DETAILS EXISTING CONCRETE BASE EXISTING NATIVE SOIL s> E O U (NI1-1/4"PVC CONDUIT - INSIDE TRENCH (N)3/C PVC CONDUIT INSIDE TRENCH - (.l IN) 1" PVO CONDUIT INSIDE TRENCH TILT- 7° NOTE: MINIMUM 24" REQUIRED FOR ALL UNDERGROUND CONDUITS CARPORT-4 AZIMUTH - 270° MODULE - 117 CARPORT-1 ENLARGED VIEW 2 i — lflll.� G ENLARGED VIEW 4 IN1V _ INV CARPORT 1 - 2041 E WILSHIRE AVE,#MTR01 SQUARE FEET = 2,805 FTZ CARPORT 2 - 2041 E WILSHIRE AVE,#MTR02 SQUARE FEET = 2,227.50 FTZ CARPORT 3 - 2041 E WILSHIRE AVE,#MTR03 �22'-6" SQUARE FEET = 3,118.13 FTZ ENLARGED VIEW 1 CARPORT 4 - 2041 E WILSHIRE AVE,#MTR04 SQUARE FEET = 3,217.50 FTZ (E) AC ACCUMULATION PANEL -1 (INSIDE THE WAREHOUSE) (E) UTILITY TRANSFORMER (ON POURED PAD) (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 _ (480V) INVERTER-1 (ON CARPORT-1) �ti J (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-2 (ON CARPORT-1) ENLARGED VIEW 3 o (N) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTER-3 (ON CARPORT-2) N (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-5 (ON CARPORT-3) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US 41 (480V) INVERTER-4 (ON CARPORT-3) SEE ENLARGED VIEW 2 ENLARGED VIEW 5 NI (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER-6 (ON CARPORT-4) Iv (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-7 (ON CARPORT-4) JB -JUNCTION BOX C ❑ -VENT, ATTIC FAN (ROOF OBSTRUCTION) -(E) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES - (N) JA SOLAR JAM72D40-595/MB (595W) MODULES CITY OF SANTA ANA nnmq_an_cLEW.i. .iAgency rov --R E-NE WABLCS- CESIGN SEPVICES GREENTECH REAEVVABLES a b'ONTRACTOR creenconvercence GREEN CONVERGENCE 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) L U) `1 0 w o LLI of Z O Q CD I— =Q Ill w w Q J U W z �D- �co Z� u W Q W Q w U HO D O W N Q IL w LL < Q € o wIll 'Z w so F C 00 w o 0 0 0 Q o a C, 0 0 2 S A z O z O z ¢ a z O S2 w H- < a z O N a F w > w Y o i x a O a x a Wo 0 0 0 SHEET TITLE ELECTRICAL PLAN DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER A-102 NCE IVI-V 6-7" 27'-0" 27'-0" ►i► 27'-0" 14'-211 cfl D 1 V V I ' I � I h I I I r � I I 11 CARPORT COLUMNS DETAILS SCALE: 1 /8" = 1'-0" CARPORT-2 flr%l 1 IRAKI /TVD \ CARPORT-1 CARPORT-3 CARPORT-4 CITY OF SANTA ANA and-Bu.i .iAgency POV -R,,r N E W A B L G S- OESIGN SERVICES GREENTECH REMWABLES a --ACTOR Greenconveroence solar GREEN CONVERGENCE 28476 WESTINGHOUSE PL VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) Lo � Y o w O LL o z rn a U = Q w CO U Q Lu 55 Z D Co Q z z w Q w QU H o Z) o Ir Lu N a � < w m U) o R W ' D G F- 3 C o0 o� U) w Z O O a ¢ a O S w a a 0 N U F > ww > j > K LU Lu o a = a a _ W o 0 0 0 SHEET TITLE ARPORT COLUMNS DETAILS DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER A-103 ANCE (54) JA SOLAR JAM72D40595/MB (595W) MODULES MPPTA (01) STRING OF 09 MODULES IN SERIES MPPT:2 (01) STRING OF 09 MODULES IN SERIES MPPT:3 (01) STRING OF 09 MODULES IN SERIES MPPTA (01) STRING OF 09 MODULES IN SERIES MPPT:5 (01) STRING OF 09 MODULES IN SERIES MPPT:6 (01) STRING OF 09 MODULES IN SERIES (45) JA SOLAR JAM72049595/MB (595W) MODULES MPPTA (01) STRING OF 08 MODULES IN SERIES MPPT:2 (01) STRING OF 08 MODULES IN SERIES MPPT:3 (01) STRING OF 08 MODULES IN SERIES MPPTA (01) STRING OF 08 MODULES IN SERIES MPPT:5 (01) STRING OF 08 MODULES IN SERIES MPPT:6 (01) STRING OF 08 MODULES IN SERIES (81) JA SOLAR JAM72D40595/MB (595M MODULES MPPT:1 (01) STRING OF 14 MODULES IN SERIES MPPT:2 (01) STRING OF 14 MODULES IN SERIES MPPT:3 (01) STRING OF 14 MODULES IN SERIES MPPTA (01) STRING OF 13 MODULES IN SERIES MPPT:5 (01) STRING OF 13 MODULES IN SERIES MPPT:6 (01) STRING OF 13 MODULES IN SERIES Vmax = Voc + ((TLow - TStc) x (VocCoef x Voc/100)) Vmax = 52.58+ ((20C 251C) x (-0250 x 52.58/100)) Vmax = 52.58 + (-23 x-0.131) Vmax = 55.60 = 1000/55.60 = 17.98 17 (Maximum Number of Modules in Series) (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED (N) SMA SUNNY TRIPOWER CORE1 62-US-41 INVERTER-1 OUTPUT CURRENT: 80A, 2771480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-1) (ON CARPORT-.1) (N) TRENCH 2 (N) SMA SUNNY TRIPOWER CORE133-US-4 OUTPUT CURRENT: 40A, 27714BOVAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-2) (ON CARPORT-1) � I I I I I I i I -----�-'�------------------- (N) SMA SUNNY TRIPOWER CORE1 50-US-411NVERTER.3 OUTPUT CURRENT: 64A, 2771480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-3) (ON CARPORT-2) (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED (N) 800A AC ACCUMULATION PANEL-2 (01) 80OA13P MAIN BREAKER, (01) 300A/3P BREAKER (02) 10OA13P BREAKERS, (02) 80A/3P BREAKERS & (02) 5OA13P BREAKERS, 277/480V, 3 PHASE, 4AMRE, UL LISTED, NEMA 3R (OUTSIDE THE WAREHOUSE) (N) 8 O-P 63 L3 N 1N11ooMP r - - -G- II 33 I I I I I I 4 (NIBOAI.iP I I i 1 t� I I I I I - (N) TRENCH I IM 60AYlP (N) TRENCH I I 7 (N)100P/9P (N) TRENCH I I � 6� 8 (N) TRENCH ( -pN) I (N) TRENCH I I 8Q (N)110 P I I I I I I 5 I N I I �__--..... I I I I _.._-----_--! (N) TRENCH I I 21 PARALLEL PHASE CONDUCTOR QTY, SIZE AND ID FEEDER TYPE PER CONDUIT 1 1 12 AWG #10 PV-WIRE/USE-2KV,CU 2 1 6 AWG #10 PV-WIRE/USE-2KV,CU 3 1 3 AWG #2 THWN-2,COPPER 1 4 1 3 AWG #6 THWN-2,COPPER 1 5 i 3 AWG #4 THWN-2,COPPER 1 6 1 3 AWG #6 THWN-2,COPPER 1 7 1 3 AWG #2 THWN-2,COPPER 1 8 1 3 AWG #6 THWN-2,COPPER 1 9 1 3 #350 MCM XHHW-2,COPPER 1 10 2 3 #600 MCM THWN-2,COPPER 1 D.O 11 2 3 #600 MCM THWN-2,COPPER 1 E (405) JA SOLAR JAM72D4M95/MB (595W) MODULES FOR 02 SMA SUNNY TRIPOWER CORE1 STP 62-US41 480 INVERTERS, (01) SMA SUNNY TRIPOWER CORE1 STP 50-US41 (480V) INVERTERS & (04) SMA SUNNY TRIPOWER CORE1 STP 33-US41 (480V) INVERTERS (03) STRINGS OF (14) MODULES CONNECTED IN SERIES (03) STRINGS OF (13) MODULES CONNECTED IN SERIES (12) STRINGS OF (10) MODULES CONNECTED IN SERIES (12) STRINGS OF (09) MODULES CONNECTED IN SERIES (12) STRINGS OF (08) MODULES CONNECTED IN SERIES D.0 (N) 800 SUSS RATED C DISCONNECT VISI LE, LABELED AND FUSED DISCONNECT WITH (3) 800A FUSES , 277/48OV, 3 PHASE, 4-WARE, NEMA 3R UL LISTED (PV AC DISCONNECT) (1MTHIN 10' OF TAP) (OUTSIDE THE WAREHOUSE) DC SYSTEM SIZE: 240.97 kW DC AC SYSTEM SIZE: 308.20 kW AC CEC AC RATING: 220.18 kW AC L3 N r G (E) UTILITY 3 PHASE, (INSIDE METER, 4-WIRE, 3000A ELECTRICAL 277/480V, RATED ROOM) IEl METER NO : V349N-0E I I I 3000A/3P M LINE I \- -- b-- D • O (N) LINE SIDE TAP CEC 705.11 \ LINE SIDE =(N..N.ING NTERCONNECTION AT I)1 MAIN SWITCHBOARD PER ART. 705.11 LOAD #3/0 AWG GEC (CU) --/ (N) GROUNDING ELECTRODE CONDUCTOR TO EARTH REF. NEC 250.66 FROMINVERTERS (REFER PAGE.NO: E501.1) IIIII (E) MAIN BONDING oo_N (E)3000A MAIN SWITCHBOARD, JUMPER JI 277/480V, 3 PHASE, 4-WIRE, 65KAIC (INSIDE ELECTRICAL ROOM) TO UTILITY (E) BONDING JUMPER TRANSFORMER (E) GROUNDING (E) GROUNDING ELECTRODE ELECTRODE SYSTEM CONDUCTOR TO EARTH FROM AC ACCUMULATION PANEL -1 (REFER PAGE.NO: E501.1) NEUTRAL N/A N/A AWG #8 THWN 2,COPPER AWG #10 THWN-2,COPPER AWG #8 THWN-2,COPPER AWG #10 THWN-2,COPPER AWG #8 THWN-2,COPPER AWG #10 THWN-2,COPPER AWG #2 XHHW 2,COPPER AWG #1/0 THWN-2,COPPER AWG #1/0 THWN-2,COPPER EXISTING EXISTING GROUNDING ELECTRODE SYSTEM TO EARTH GROUND CONDUCTOR QTY, SIZE AND TYPE PER CONDUIT CONDUIT SIZE CONDUIT TYPE 1 AWG #6 BARE,COPPER EGC N/A FREE AIR 1 AWG #10 THWN-2,COPPER EGC 1" EMT 1 AWG #8 THWN-2,COPPER EGC 1-1/4" PVC 1 AWG #10 THWN-2,COPPER EGC 3/4" PVC 1 AWG #8 THWN-2,COPPER EGC V. PVC 1 AWG #10 THWN-2,COPPER EGC 3/4" PVC 1 AWG #8 THWN-2,COPPER EGC 1-1/4" PVC 1 AWG #10 THWN-2,COPPER EGC 3/4" PVC 1 AWG #2 XHHW-2,COPPER EGC 2-1/2" EMT 1 AWG #1/0 THWN-2,COPPER EGC (2x) 3" EMT 1 AWG #1/0 W THN-21COPPER EGC (2x) 3" RMC CITY OF SANTA ANA in in Agency � rov G R WIOA S -P E N E W A B L E S- ;E'-, IGN SE IRVICCS GREENTECH RENEWABLES a tbNTRACTOR GreenconVerGence 1- GREEN CONVERGENCE 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 C-10, & C-39) `(B,. c Y LO O w O LU o z 12 a U I- = Q w IY� JUQ ZIn a- z co Q w Q U tZ oU CD Of W (N Q a IY LL U) -J ?? F wof Zo 0 U) w 4qslo b 0 0 � C � � Q S z O z O a z a a z NM w i z0 M co y F w - F. 0O w W o a x a } 3 2 a w o 0 0 0 Q m U O SHEET TITLE ELECTRICAL LINE DIAGRAM DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER E-601 ANCE I (48) JA SOLAR JAM72D40S9S/MB:(595W) MODULES MPPT:1 (01) STRING OF 8 MODULES IN SERIES MPPT:2 (01) STRING OF 8 MODULES IN SERIES MPPT:3 (01) STRING OF 6 MODULES IN SERIES MEET (01) STRING OF 8 MODULES IN SERIES MPPT.5 (01) STRING OF 8 MODULES IN SERIES MPPT:6 (57) JA SOLAR JAM72D40Z95/MB(595W) MODULES MPPTA (01) STRING OF 1 D MODULES IN SERIES MPPT:2 (01) STRING OF 1 D MODULES IN SERIES MPPT:3 (01) STRING OF 1 D MODULES IN SERIES MPPTA (01) STRING OF MODULES IN SERIES MPPT:5 (01) STRING OF 9 MODULES IN SERIES MPPT.6 (01) STRING OF MODULES IN SERIES MPPT:1 (01) STRING OF 1D MODULES IN SERIES MEET (01) STRING OF 10 MODULES IN SERIES MPPT:3 (W) STRING OF I D MODULES IN SERIES 1 MPPT:4 (01) STRING OF 09 MODULES IN SERIES MPPT:S (01) STRING OF 09 MODULES IN SERIES MPPT:6 (01) STRING OF 09 MODULES IN SERIES (60) JA SOLAR JAM72D40595/MB (595W) MODULES MPPT:1 (01) STRING OF 1 D MODULES IN SERIES MPPT:2 (01) STRING OF 10 MODULES IN SERIES MPPT:3 (01) STRING OF1 D MODULES IN SERIES MPPTA (01) STRING OF 1 D MODULES IN SERIES MPPT:5 (01) STRING OF 1 D MODULES IN SERIES MEET (01) STRING OF1 D MODULES IN SERIES (N) JUNCTION BOX I OGOV, NEMA 3R, UL LISTED TO AC ACCUMULATION PANEL-2 (REFER PAGE.NO: E-601) (N) SMA SUNNY TRIPOWER CORE? 33-US-41 INVERTER-6 OUTPUT CURRENT 40A, 277/480VAC 97,5% CEO WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-4) (ON CARPORT-3) I[] J (N) TRENCH __(--r-11�____[-_--------- (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED -_t- - -I- - TI_ _ (N) JUNCTION BOX I OOOV, NEMA 3R, UL LISTED (N) SMA SUNNY TRIPOWER CORE? 33-US-41 INVERTER-6 OUTPUT CURRENT 4DA, 277/480VAC 97.5%DEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-5) (ON CARPORT-3) (N) SMA SUNNY TRIPOWER CORE? 62-US-41 INVERTER-5 OUTPUT CURRENT 8DA, 277/460VAC 97.5%CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTERTe) (ON CARPORT-4) (N) SMA SUNNY TRIPOWER CORE? 33-US-41 INVERTER-6 OUTPUT CURRENT 4DA, 277/480VAG 97,5%CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-7) (ON CARPORT-4) (N)TRENCH (N)TRENCH (N)TRENCH (124) HANWHAO.CELLSO.PEAKOVO XL-G10.3,UFG (490W0 MODULES f 130) HANWHA O.CELLSO.PEAK DUO XL-G iO.3/BFG(490M MODULES VATH(65) AP SMART RSU,D D RAPID SHUTDOWN DEVICES ;134) HANWHA O.CELLSO.PEAK DUO XL-G10.3/BFG(49OW) MODULES WITH (671 A SMART RSNN20 RAPID SHUT DOWN DEVICES (N) JUNCTION BOX 1 OOOV. NEMA DR, UL LISTED (N) JUNCTION SOX 1000V. NEMA 3R, UL LISTED (N) JUNCTION BOX 1000V. NEMA 3R, UL LISTED (E) SMA SUNNY TRIPOWER CORE1 62-U6.41 INVERTER-1 OUTPUT CURRENT: BOA 277I48OVAC 97.5%CEC WEIGHTED EFFICIENCY NEMA4X. UL LISTED, INTERNAL GFDI N4TH INTEGRATED DC DISCONNECT 11Nur'RTER-IKON THE ROOF) (Ej SMA, SUNNY TRIPOV CORE1 62-USA1 INVERT OUTPUTCURRENT. BOA, 27i 97,5%CEC WEIGHTED EFFI NEMAOX UL LISTED, INTERI WITH INTEGRATED DC DISC (INVERTER-2) (ON THE R f U SMA SUNNY TRIPOV COR Ei G_ US-011NVERI OUTPUTCURRENT. BOA, 27] 97.5%CEC WEIGHTED EFFI NEMA4X, UL LISTED, INTERI WITH INTEGRATED DC DISC IINVERTER-3) (ON THE R TO AC ACCUMULATION PANEL-2 (REFER PAGE.NO: E-a01) DC SYSTEM SIZE: 190.12 kW DC AC SYSTEM SIZE: 187.50 kW AC CEC AC RATING: 173.68 kW AC (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES WITH (132) APSMART RSD-D-20 RAPID SHUTDOWN DEVICES FOR (03) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (10) STRINGS OF (16) MODULES CONNECTED IN SERIES (04) STRINGS OF (15) MODULES CONNECTED IN SERIES (12) STRINGS OF (14) MODULES CONNECTED IN SERIES CITY OF SANTA ANA in inqAgency rov -P E N E W A B L E S- ,E'-, IGN SE IRV'ICCS GREENTECH IREA&WABLES a tbNTRACTOR Greenconvercence lOr GREEN CONVERGENCE 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 1 Y _L Q W O LLr- 0 z N LL � a U I— = Q �6 D_ Q� J U zin al Zco w Q w Q U o U o a W/ cV Q U.- vJ♦ ^ J ?i a >i W w� [n F— Wo D Ir Zo 0 (n z Z O O a a a 2 NBE> W a 0 sa W K y F W r W a x a } 3 D. a w o 0 0 0 It Q m U C] SHEET TITLE ELECTRICAL LINE DIAGRAM DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER E-601.1 IUANCE I CITY OF SANTA ANA Agency) SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL # JA SOLAR JAM72D40-595/MB (595W) MODULES STC 15% BI-FACIAL GAIN VMP IMP 44.64V 44.64V 13.33A 15.33A VOC 52.58V 52.58V ISC 13.99A 16.09A TEMP. COEFF. VOC -0.250%I°C PTC RATING 557.6W MODULE DIMENSION 89.68x44.64x1.18 (In Inch) PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT 0.80 4-6 0.70 7-9 0.50 10-20 0.45 21-30 15% BI-FACIAL GAIN CALCULATIONS IMP = 13.33 X 1.15 = 15.33A ISC = 13.99 X 1.15 = 16.09A INVERTER SPECIFICATIONS MANUFACTURER / MODEL # SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER NOMINAL AC POWER 62500 W NOMINAL OUTPUT VOLTAGE 480 VAC NOMINAL OUTPUT CURRENT 80 A INVERTER SPECIFICATIONS MANUFACTURER /MODEL # SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTER NOMINAL AC POWER 50000 W NOMINAL OUTPUT VOLTAGE 480 VAC NOMINAL OUTPUT CURRENT 64 A INVERTER SPECIFICATIONS MANUFACTURER /MODEL # SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER NOMINAL AC POWER 33300 W NOMINAL OUTPUT VOLTAGE 480 VAC NOMINAL OUTPUT CURRENT 40 A AMBIENT TEMPERATURE SPECS(°C) RECORD LOW TEMP 2°C AMBIENT TEMP (HIGH TEMP 2%) 31°C CONDUIT HEIGHT 7/8" ROOF TOP TEMP 31 °C CONDUCTOR TEMPERATURE RATE 90°C SMA SUNNY TRIPOWER CORE1 62-US-41 (480V) INVERTER = [(MAXIMUM PV POWER) / (MODULE WATTAGE X BIFACIAL GAIN)] = [(93750) / (595 X 1.15)] = [(93750W / 684.25W)] = 137.01 = 137 MODULES PER INVERTER FOR SMA SUNNY TRIPOWER CORE1 50-US-41 (480V) INVERTER = [(MAXIMUM PV POWER) / (MODULE WATTAGE X BIFACIAL GAIN)] = [(75000) / (595 X 1.15)] = [75000/684.25] = 109.61 = 109 MODULES PER INVERTER FOR SMA SUNNY TRIPOWER CORE1 33-US-41 (480V) INVERTER = [(MAXIMUM PV POWER) / (MODULE WATTAGE X BIFACIAL GAIN)] = [(50000) / (595 X 1.15)] = [50000/684.25] = 73.07 = 73 MODULES PER INVERTER DC WIRE CALCULATION DERATED AMPACITY OF CIRCUIT CONDUCTOR DERATED TEMP. NO. OF CONDUIT FILL CIRCUIT CIRCUIT REQUIRED CIRCUIT PER CEC TABLE 310.16 TEMP. CORRECTION PER AMPACITY OF PARALLEL EXPECTED WIRE CORRECTION CURRENT CORRECTION CIRCUIT CONDUCTOR CONDUCTOR CONDUCTOR TABLE 310.15(B)(1) X CIRCUIT ESTIMATED EXPECTED WIRE ID FEEDERS TEMP (In Celsius) PER TABLE CARRYING PER CEC CONDUCTOR AMPACITY AMPACITY AMPACITY PER CONDUIT FILL CORRECTION PER CEC CONDUCTOR DISTANCE (FT) VOLTAGE 310.15(B)(1) CONDUCTORS 310.15(C)(1) SIZE @75°(PER @90°(PER CEC A 310.15(C)(1) X IS GREATER DROP (%) FEEDER SET) FEEDER SET) CIRCUIT CONDUCTOR AMPACITY @90°(PER THAN 1.25 X 1.25 X sc 1.25I sc FEEDER SET) REQUIRED 1 1 31 ` 0.96 12 1.00 #10 AWG 35A 40A 25.10A" 38.4A YES 55 0.33 2 1 31 ° 0.96 6 0.80 #10 AWG 35A 40A 25.10A" 30.72A YES 10 0.06 TOTAL DC VOLTAGE DROP (%) 0.39 BI-FACIAL GAIN USED TO CONSIDER WORST CASE CONDITIONS FOR WIRE CALCULATIONS AC WIRE CALCULATION REQUIRED CIRCUIT MINIMUM OCPD DERATED AMPACITY OF CIRCUIT CONDUCTOR PER DERATED TEMP. NO.OF CONDUIT FILL CIRCUIT CIRCUIT CONDUCTOR AMPACITY PER REQUIRED PER . CEC 6909(B) CEC TABLE 310.16 TEMP. CORRECTION PER TABLE AMPACITY OF PARALLEL EXPECTED WIRE CORRECTION CURRENT CORRECTION CIRCUIT CONDUCTOR CONDUCTOR CEC TOTAL 310.15(B)(1)X CIRCUIT ESTIMATED EXPECTED WIRE ID FEEDERS TEMP (In Celsius) PER TABLE CARRYING PER CEC CONDUCTOR AMPACITY AMPACITY 690.8(A)(1)(e) INVERTER CONDUIT FILL CORRECTION PER CEC 310.15(C)(1) CONDUCTOR DISTANCE (FT) VOLTAGE 310.15(B)(1) CONDUCTORS 310.15(C)(1) SIZE @75°(PER @90°(PER TOTAL OUTPUT X IS GREATER DROP (%) FEEDER SET) FEEDER SET) CIRCUIT CONDUCTOR AMPACITY THAN INVERTER CURRENT X @90°(PER FEEDER SET) REQUIRED OUTPUT 1.25 CURRENT 3 1 31 ° 0.96 3 1 #2 AWG 115A 130A 80A 100A 124.8A YES YES 235 235 1.36 1.66 4 1 31 ° 0.96 3 1 #6 AWG 65A 75A 40A 50A 72A 5 1 31, 0.96 3 1 #4 AWG 85A 95A 64A 80A 91.2A YES 60 0.43 6 1 31 ° 0.96 3 1 #6 AWG 65A 75A 40A 50A 72A YES 150 1.06 7 1 31 ° 0.96 3 1 #2 AWG 115A 130A 80A 100A 124.8A YES 100 0.58 8 1 31 ° 0.96 3 1 #6 AWG 65A 75A 40A 50A 72A YES 100 0.71 9 1 31 ° 0.96 3 1 #350 MCM 310A 350A 240A 300A 336A YES 30 0.10 10 2 31 ° 0.96 3 1 #600 MCM 2 X 420A 2 X 475A 624A 780A 912A YES 10 0.03 11 2 31 ° 0.96 3 1 #600 MCM 2 X 420A 2 X 475A 624A 780A 912A YES 10 0.03 TOTAL AC VOLTAGE DROP(FOR TAG 4, 10 & 11) (%) 1.72 r-ERNGASSUANCE -R E N E W A B L C S- DESIGN SEPIVICES GREENTECH Greenconvercence 5o I o r GREEN CONVERGENC 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) U Y w 0 0 O U- o Z �_ 2 w J U Q ZcoD_ �Z� U LLLZ Q w Q w U H o Z) o N Q a Of 07 ILL w zO z i Z0 z Q O a a N aco 3 F > > > Uj = o _ a a > a 3 o a o 0 w SHEET TITLE ELECTRICAL CALCULATIONS DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER E-602 CITY OF . ANA ❑2 AWARNINC ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: COMBINER PANEL, AC DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC 706.15(C)(4), CEC 690.13(6) �AWARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL LABEL LOCATION: COMBINER PANEL(S), MAIN SERVICE DISCONNECT PER CODE: CEC 110.27(C), OSHA 1910.145(0(7) [3] PHOTOVOLTAIC POWER SOURCE LABEL LOCATION: DC CONDUIT/RACEWAYS PER CODE: CEC 690.31(D)(2) • , LABEL LOCATION: DC CONDUIT/RACEWAYS PER CODE: CEC 690.31(D)(2) ®PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OUTPUT CURRENT: 608 A NOMINAL OPERATING AC VOLTAGE. 480 V LABEL LOCATION: AC DISCO NNECT/POINIT OF INTERCONNECTION PER CODE: CEC 690.54 AWARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE ft SHOCK HAZARD IN THE ARRAY LABEL LOCATION: MAIN SERVICE DISCONNECT PER CODE: CEC 690.56(C) LABEL LOCATION: MAIN SERVICE DISCONNECT, UTILITY METER PER CODE: CEC 690.13(B) ❑ RAPID D• FOR SOLAR PV SYSTEM LABEL LOCATION: RSD INITIATION DEVICE, AC DISCONNECT PER CODE: CEC 690.56(C)(2) [1-3] A CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED LABEL LOCATION: MAIN SERVICE DISCONNECT PER CODE: CEC 705.12(D), CEC 690.59 LABEL LOCATION: MAIN SERVICE DISCONNECT, PRODUCTIONINET METER (E) AC ACCUMULATION PER CODE: CEC 690.59, 705.12(C) PANEL-1 (E) JUNCTION BOX DC DISCONNECT (E) INVERTER F7] DISCONNECT (E) PV ARRAY � \ LABEL LOCATION: AC DISCONNECT PER CODE: CEC 690.13(B) x2 —AWARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES: TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR LABEL LOCATION: AC DISCONNECT (N) JUNCTION BOX PER CODE: CEC 705.12(B)(3)(3) Di. WARNING 0 (N) PV ARRAY 1-91 POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE L THIS OVERCURRENT DEVICE. LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: CEC 705.12(B)(3)(2) LABEL LOCATION: MAIN SERVICE DISCONNECT PER CODE: CEC 690.15(B) & CEC 690.33(D)(2) MAXIMUM DC VOLTAGE 15 OF PV SYSTEM: • LABEL LOCATION: DC DISCONNECTANVERTER/PV DIST. EQUIPMENT PER CODE: CEC 690.53 li6 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT LABEL LOCATION: DC DISCONNECT PER CODE: CEC 690.13(B) (N) AC ACCUMULATION PANEL-2 (N) PV SUSE DISCONNECT o/ o MAIN SWITCH BOARD E 11 UTILITY METER 5 7 DC DISCONNECT INVERTER x6 8 10 11 ❑1 ❑2 6❑ F---- D.0 12 tOV G EC I� lfl 5 -R E N E W A B L E S- "ES IGN SERVICES GREENTECH IR VVABLES — d c-ON TOR creenconvercence aI. GREEN CONVERGENCE 28476 WESTINGHOUSE PL VALENCIA. CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE. #927678 (B, C-10, & C-39) U Y CD w O Lu o zU �cy) o (D w LU 0 J U W z co a- �zZ) Q LU U LZ U o o a W CV LL U) J3 w w o; w Ni w q a 8� Z U) o ❑ � o o � co Z O O iL Q aLLI O a 0 U 5 j 5 V o a = a g _ a w of o d o m 0 ti 0 o SHEET TITLE WARNING LABELS DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER E-603 ANCE I D.0 CAUTION MULTIPLE SOURCES OF POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: N W E S INVERTERS ON CARPORT) m INVERTERS (ON CARPORT) 2041 E WILSHIRE, SANTA ANA, CA 92705, USA MMM E MEMO noun INVERTERS (ON CARPORT) MAIN SWITCH BOARD (INSIDE ELECTRICAL ROOM) PV SUSE DISCONNECT (OUTSIDE THE WAREHOUSE) CITY OF SANTA ANA Agency 2alrov( -R E N E WA B L E S- DE-SIGN SERVICES GREENTECH IREAE 'ABLES d tbNTRACTOR creenconvemence solo GREEN CONVERGENCE 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) �Y CD 0 W o LLj I o zC Q �a JU 2 wo U) mD_ �zD z w Q w Q U U o D o a W N Q LL w m w� �LL w ?� Ir DN Z $g U) p 3 z z ZZZQo o a o W a _ O W a ¢ a N w F 2 w wa = _ ClLu a } sa W o 0 00 SHEET TITLE PLACARDS DRAWN DATE 04/02/2026 DRAWN BY PS REVIEWED BY JVK SHEET NUMBER E-604 ANCE A B o C D E F G I F J CITY OF SANTA ANA 1 2 FACE OF CURB 'd 0.1 o b 3 uz °. P 4 O ARRAY El El 0.3 I� °❑ ° 0 4 SLOPE GOWN 99'-7 FACE OF CURB D-t 4r _ 101'-B • 26-10" 26"y' 26'-11%" g�• q' 5 B-1 B-2 S•3 8d ❑ Y i T ¢� 0.6 7 8 ARRPY 1 ARRAY C F Y a Milli LU111000 I s �FICIOFCURB 1'Aa/" I'll' 211-W z6'-11Y6" le' 19',_ 1RB" �\ NORTH® / l l COLUMN PLAN _ FACE OF CURB m u O A.z 0 o m ° ❑ ° O � O e O O M3 4 m O ° T° ROOF SLOPE DOWN 0 a4 El E=E=L 07=Y AL E 5 T 6y" qA� ARRAY u Ind are found to be in general agreement with the project Ieotechncial investigation report (BSK Project No. .25000898, dated October 16, 2025) and addendum letter BSK Project No. G25000898, dated Normb5,.,,5).qo�fc "'4,.27\dam Terronez, PE, GE 3SKAssociates��s�F� signed 4/10/2026 a n LEGEND (N) PHOTOVOLTAIC ARRAY OUTLN EC FOR —"--'— INDICATES PROPERTY LINE .� INDICATES COLUMN WITHOUTCONC,PEDESTAL Masi INDICATES CONTROL POINT Date n 0/ ARRAYIDENTIFICATION LETTER KEY NOTES ElSEE SHEETT$1.I FOR CANOPYDETAILS DEEPENED FOUNDATION PER4/S2.2 GENERAL NOTES 1. FOR GENERAL PROJECT NOTES, SEE SHEET SI.1. 2. E%ISINGCONTROL POINTIS BASED ON INFORMATION PROVIDEDT04STEL AND HASNOT BEEN SURVEYED. CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR TO CONSTRUCTION. ng a:p� Building O & � Ua� � mo U owed P IT IS5U O 30 O o� U <a� �Q . 1 � U � a � Z O Q (O m C� � U W o Q m cn W_ o>a�i QD O = f G1lt O LU =) Ln z z0 LLJ aQ LLU LU U W Q Z = Z W �Q � �Z w N LL AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 12/19120251 IFP SET 03110�2026 CLIENT REVISIONS 0//1012028 GF.O COMMENTS 4 STEL JOB # 25.1099 DATE 04/102026 DRAWN BY FR CHECKED MA COLUMN PLAN S1.1 J CITY OF SANTA ANA A B C D E F o H .. 22'-04& FLAT .. 1 SEE SITE PLAN 2 0 17 � 521 TYP. COL., FTG. COL, FTG COL. FT'G. l� Ll±" MAX, 27'A"MAX. 27'-1"MAX. -.4.MAX. WI BLKG. W/ NO BLK'G E0. EQ. EO. El EO. H£S12-'-'� CULL MN BLW m Z HSS 12x8xy., COLUMN BLW I m Z 'm HSS 12x8x%., COLUMN BLW a I S2 TT"P. C8x3.5 4GA I COX 35 4GA PURUN VP. PURLM P. 6 s2.1 TYP' I I 3 14 521 TVP. 4 NOTE: 1. ALL DIMENSIONS PROJECTED AS FLAT DIMENSIONS. 3 PANEL ARRAY - OT STRUCTURE FRAMING PLAN 1,. - V S F 22 ) 3 PANEL ARRAY - OT STRUCTURE SIDE ELEVATION a =r-0• Ev cOi E w 4 � n 52.1 TYP. 521 TYP' SOLAR PANELS 2 PER PV SHEETS ATTACHMENTS PER G2.1 52.1 TYP. EI'L l9- 1FAGE ' 33'� 3 PANELARRAY-OT STRUCTURE END ELEVATION 114'=110' (-4"'\ 3 PANEL ARRAY - OT STRUCTURE 1 � END ELEVATION N•=rd :HEDULE S FS 4' 21-2&' 4' 21'-2y6' 4' 21'-Vy ' D^ z0•r,Js� GENERAL NOTES: a n 1. DESIGN PER 2022 C.B.C., AISC 360-18, AISI S70D-16.8 ACI 318-19. 2. THESE STRUCTURES ARE NOT DESIGNED FOR, NOR SHALLTHEY BE ENCLOSED. 3. ALL PERTINENT DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION. 4. SOLAR PANELS AND ELECTRICAL DESIGNED BYCTHERS; SOLAR PANELS AND ANYMATER B USED To ATTACH SOLAR PANELS TO THE STRUCTURE MUST HAVE A TOTAL WEIGHT OF LE THAN OR EQUAL TO 2.67 PSF. F OR 5. NOSPR14KLERS. 6, TH ESE P LANS AR E PROP RIETARY TO M BAR C CCN STRUCTION INC. AN D INTEN D ED FOR TH SOLE USE OF M BAR C CONSTRUCTION INC. ANY ALL ELECTRICAL WORK AND MATERIAL MAY BE SUPPLIED AND INSTALLED BY OTHERS. 1, S El ELECTRICAL SH EETS FOR COW MN GROUN DING DETAILS, 8. DESIGN LOADS: Masi RISK CATEGORY: II ROOF LIVE LOAD (L,): 0 GROUND SNOW LOAD (8) Opsf Dat SEISMIC: SEISMIC IMPORTANCE FACTOR:. 1.000 MAPPED SPECTRAL RESPONSE:, S5=1.278 ACCELERATION. S,=OA57 SITE CLASS: 0 SPECTRAL RESPONSE: S"=0.862 COEFFICIENTS: S,=0.842 SEISMIC DESIGN CATEGORY. 0 SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY CANTILEVERED COLUMN RESPONSE MODIFICATION FACTOR: R=1.25 SEISMIC RESPONSE COEFFICIENT: C,=0.682 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE W1ND'. BASIC WIND SPEED 95 mph WIND EXPOSURE C K,,=0.85 K,CM3 K,=1.000. k-1.000 9. 4STEL HAS DESIGNED THE STRUCTURE AND THE SOLAR PANEL TO THE STRUCTURE CONNECTION IN ACCORDANCE WITH 2022 CBC CODE REQUIREMENTS. 45TEL ISNOT RESPONSIBLE FOR THE DESIGN OR PERFORMANCE OF THIRD PARTY PRODUCTS. K. SOLAR PANEL BASED ON JA SOLAR - JAM72D40 PANEL OVERALL SIZE: 2278 mm (89.69T1,) x 1134 - (44.651n), 31.E kg (70.1 bs} FOUNDATION NOTES: DRILLED PIER FOUNDATIONS ARE DESIGNED PER GEOTECHNICAL REPORT AG25000898. DATED OCTOBER 16, 2025 & ADDENDUM LETTER, DATED NOVEMBER 17, 2025 PREPARED BY BSK ASSOCIATES (BSK) LATERAL BEARING 400 PCF(Y INCREASE) SKIN FRICTION DOWNWARD_330 PSF SKIN FRICTION UPWARD 167 PSr CONCRETE NOTES. 1. CONCRETE MN.4,600 p.l IN28 DAYS, TYPE II CEMENT 2. CONCRETE WORK SHALL COMPLYWITH AC1301& 318 LATEST EDITION. 3. AGGREGATE GRADATION AN D QUALITY SHALL BE IN ACCORDANCE WITH ACI 302-1R. 4. CONCRETETO ATTAIN I,ODO PSI COMPRESSIVE STRENGTH OR CURE FOR 24 HRS MINIMUM PRIOR TO INSTALLATION OF BEAMS AND PU RLNS. 5, CONCRETETORFACH 3,0m PSI COMPRESSIVE STRENGTH PRK)RTONSTALLING SOLAR PANELS, 6. HIGHER STRENGTH CONCRETE MIXES TO ACCELERATE ATTAINMENT OF COMPRESSIVE STRENGTHS PER ITEMS (4) & I5) SHALL BE SUBMITTED FOR APPROVED USE. 7. CONCRETE MAY BE PUMPED,POURED, TAILGATED OR OTHER SUCH METHODS INTO PLACE. CONCRETE SHALL BE ALLOWED TO FREE FALL THE ENTIRE DEPTH OF THE FOUNDATION. PLACEMENT OF ANY FREE -FALL CONCRETE SHALL BE SUCH THAT THE CONCRETE DOES NOT ALTER THE EMBEDMENT DEPTH OR THE CLEARANCE OF THE REINFORCING BAR CAGE OR OTHER EMBEDDED MATERIALS. 8. REINFORCING STEEL SHALL CONFORMTO ASTM A615 GRADE0(Fy-60 KSD TYR. U.N.O. 9. AN CHORAGE OF SPIRAL REINFORCEMENT SHALL BE PROVIDED BY IX EXTRA TURNS OF SPIRAL BAR AT EACH END OF SPIRAL. STRUCTURAL AND COLD FORMED STEEL NOTES, I. HOT ROLLED STEEL TU BNG SHALL CONFORM TO ASTM A1085 2. COLD FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A653, SS GRADE 55 Fy=66 KSI UNLESS NOTED OTH ERWISE. 3. FASTENERSSHALL BE GALVANIZED, U.N.O. 4. STEEL FABRICATION SHALL COMPLYWITH LATEST AISC SPECIFICATIONS. 5. WELDING SHALL COMPLYWITH LATEST AWS D1.1. 6. BOLTS'. ASTM A3D7(M,B•) U.N.O. 7. COLD FORMED STEEL(CFS) MEMBERS TO BE GALVANIZED N ACCORDANCE WITH ASTM A653 GOO STANDARD. 8. STEEL MEMBERS SHALL BE GALVANIZED OR PANTED WITH ZINC -RICH PRIMER, UNDERCOAT AND FINISH COAT DR EQUIVALENT PAINT SYSTEM. CONTRACT DOCUMENTS SHALL SPECIFY THE Ti RE OF SSPC CORROSION RESTING SYSTEM TO BE UTILIZED AND THE SSPC GRADE FOR CLEANING, MINIMUM SSPC GRADE SP2. 9. PLATES TO BE ASTM A572-50, A36-60 OR A529-50 U.N.O. SPECIAL INSPECTIONS: I. RE14FORCED CONCRETE CONSTRUCTION PER CBC SECTION 1706.3. 2. DEEP FOUNDATION CONSTRUCTION PER CBC SECTION 1705.T. 3. FIELD WELDING AND STEEL CONSTRUCTION PER CBC SECTION 1705.2. The geotechnical aspects of the plans have been reviewed and are found to be in general agreementwith the project geotechncial investigation report (BSK Project No. G25000898, dated October 16, 2025) and addendum letter (BSKProject No. G25000898, dated Novembe 5). QpOFESS/ION hQ40�'A. Tfq,Po(fc GE 2709 * IXP. 09/30/27 Adam Terronez, PE, GE BSKAssociates ��'ff OF CAQ�P signed 4/10/2026 ng a:Ed BUilding' U a� U m � U owed P IT IS5U O 3c o O c � � Q��ro I 1 aka ON'x O LU U W � Q m W_ o27 a�i 27 cCDv O = V S 58R5�'I f CAL, Y O LU ::) Ln Z z r p� I- ; N IL Q Q LU Lu U 1co= Z Z LU >Q W 11 O W N LL AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 12/19120251 IF P SET O3/1012026 CLIENT REVISIONS 0//1012026 GEO COMMENTS 4 STEL JOB # 25.1099 DATE 04/102026 DRAWN BY FIR CHECKED MA GENERAL NOTES, FRAMING PLAN & ELEVATIONS S1.2 A _ G E o F 2 L— MIN. 18 CaA. GAL SH EET METAL END CAP TO FIT PURLN WI.2-R10 SHEET METAL SCREWS TOP S BOTTOM 17 PURLIN END CAP 0 MIN. (4) 912-24 TEK SCREWS STRUTTO COL. Eq. SPACED. SCREWS SHALL HAVE'CLIMASEAL' OR EQUIVALENT COATING _ STEEL CO 'I I 3 r ----- PER PLAN I SMA UMS-KIT-10 UNIVERSAL MOUNTING SYSTEM FOR `o` SUNNY TRIPOWER CORE1 III I a 185 LBS MAX.WEIGHT� \` j c I UNI9TRUT P7000OR EQUIVALENT O I o WI_CHANNEL NUTAND MIN (2)Y•' 0 BOLTS FROM ELECTRICAL BOXTO STRUT. STRUT SHALL BE HDG AND HARDWARE SHALL BE STAINLESS STEEL AA P� 4 I SMA UMS-K1610 UNIVERSAL MAX, i MOUNTING SYSTEM FOR _________� SUNNYTRIPOWER CCR EI I— I 185 LBS MAX. WEIGHT UNISTRUTP1000 OR EQUIVALENT w.CHANNEL NUTAND I MIN (2)K' 0 BOLTS FROM ELECTRICAL BOX TO STRUT. I I I STRUT SHALL BE H DG AND j HARDWARE SHALL BE STAINLESS STEEL I B0' CLEAR MIN I STEEL CO WHEN LOCATED ABOVE I PER PLAN A PEDESTRIAN AREA WITHOUT 30' HIGH BOLLARD AT BASE OF COLUMN ELEVATION NOTE', 1, FOR COLUMN THICKERy." PRE DRILL COLUMN WITH DRILL BIT EQUAL TO ROOT DIAMETER OF SCREW USED. (I.E. SHAFT EXCLUDING THREADS) 5 �0 19 EQUIPMENT ANCHORAGE -COLUMN N.T.S. The geotechnical aspects of the plans havebeen reviewed and are found to be in general agreement with the project geotechncial investigation report (BSK Project No. G25000898, dated October 16, 2025) and addendum letter (BSK Project No.. G25000898, dated Novembe 5)• QpOFESSI hQc�� x. req,�a fc \ � m GE 1.709 EXP. 09/30/27 Adam Terronez, PE, GE BSK Associates v�'T� OF ECA signed 4/10/2026 �1 L. II 1 L v TYP. CS PURLIN SECTION NAME t(MIL) D(in) B(In) L(n) PURLN CB x3.5x 143A 0.0713 B BLOCKING C5x2.5x1BGA 0,056B 5 2:5 O.fi25 I� NOTES: y. GAp 1. COLD FORMED STEEL (CS) SHALL BE ASTM A651 SSGRADE 55 TV'r 'D TYP (F/,=55 eW,Fu=70 ks,)ORASTMA1011 SSGRADE55(F/,=55 KSI, Fu=70 kdi PURLIN BELOW SOLAR PANLLTYP. PER - TYP. ELECTRICAL DWG' 13 TYPICAL PURLIN/PURLIN BLOCKING SECTIONS 9 PORTRAIT SOLAR PANEL LAYOUT sB•=nB• Yn'EQ SOLAR PANEL TYP. EQ EQ EQ PER ELECTRICAL DWG PURLIMP ER PLAN TOP FLANGE OMITTED MAX K'OA307 M.B.MRTYP. FOR CLARIFY ____ ___ ---------- -- ___________ 1 ____ _____ ___ BLOCKINGPER PLAN 1 ` Ya OASTM F593CSERRATEDSS.BOLT ' Y'0A307 M.B. TYP. I I I PURLN BLOCK14GCLIP I WA ASTM F594 SERRATED NUT TYP. 4. BOLTS PER PANEL PLAN PURLIN PER PLAN PURLN PER PLAN PURLIN BLOCKING CLIP PER T BLOCKING PER PLAN A 1 NOTES, ' 1. ALL HOLESTO BEY"O LARGER THAN BOLTS UTILIZED. 2. ALL HOLESTO BE PRE -PUNCHED OR FIELD DRILLED NOT SLOTTED. 3, PLEASE SEE ELECTRICAL DWGS FOR GROUNDING 4. TORQUE SOLAR PANEL BOLTTO PURLIN MIN. 12 FT4bs TO MAX. 15 FT-Ib9. 2-%"0A307 M.B. 2.Y OA307 M.B. SECTION 10 DIRECT BOLT CONNECTION 14 TYPICAL PURLIN BLOCKING TO PURLIN 1ya" o B w TOP 8 BOTTOM N 4 2Y' 2Y4' I, W' EQ. E0. 12 GA• CLIP HSS BEAM A - PLAN � i d A 15 PURLIN BLOCKING CLIP PURLIN TO 7 ASTM A36 BEAM PLATE PER e x BENT PL % OHOLES TYP Y' RADIU: 16 PURLIN TO BEAM BENT PLATE NONSTRUCTURAL SEAL WELD (NEAR SIDE, FAR SIDE) I SECTION OA (-12 BEAM TO END CAP 1.114•=1w^ G o H I BEAM CLN ANGLE 15 SEE DETAIL e PURLN-- ---- MN.Y'PER FT ------ ------ FOR DRAINAGE, 2%MAX. IF I I LOCATED IN ACCESSIBLE PROVIDE/,'GAP PARKINGSTALLOR BETWEEN PURLN ENDS I I PURLIN LOADINGZONE AT SPLICE CONN ECTIONS I 1 PLAN SPUCECON NECTION ATNTERIOR BEAMS, EXTERIOR BEAMS USE FULL LENGTH PURLIN Wins CANTILEVER. CLIP AN, CENTER SECTION (8 6-07 VERT BARS EQUALLY SPACED WI 44 SPIRALS 94 , O.C.ALONG UPPER T.0" OF FOUNDATION DEPTH, S4 SPIRALS ® 5Y' O.C. ALONG T-0• TO 6'4' OF FOUNDATION DEPTH 810' 0"C. ALONG REMAINING LENGTH. DEEPENED FOUNDATION AT CONDUITS OR PIPES THROUGH FOOTINGS SEE DETAILS J CITY OF SANTA ANA ))n gency I• COL., FTG. F Ii SSCOLUMN ELL PLAN C l Mas I TERMINATESPIR LW-S • / 6 1 PURLIN TO BEAM I/ 2 1 FOUNDATION 1_112 -1- " TYPICAL U.N.O. 1n r-0• 1/ 0HOLES EQ- 3" EQ. PURLIN SL - - PLATE''/q"x V'x 1''.99"EA,SIDE II _ \ PER SCHEDULE. ASTM A572 GR. 50 WELD: Ya FILLET WELD PER SCHEDULEUSWG _________ L - ---- ---- ---- --- --- E70XX ELECTRODES ALLAROUND _ _ r— ---�1 EACH SIDE PLATE I I PROVIDEY'GAP I I HS38EAM I I COLUMN PER PLAN BETWEEN PURLIN ENDS I I I AT SPLICE CONNECTIONS L---- ___J ASTDM A36E SECTION OB ELEVATION AO SAUCE CONNECTION AT94TERIOR BEAMS. EXTERIOR BEAMS USE FULL LENGTH PURLIN WITH CANTILEVER. END PL PURLIN BOLTED A YxBYx.1'-7 TOEND PLATE (4)Y"O M.B. 11112 I I I I I I SECTION @ HSS BEAM 8 PURLIN TO BEAM EXTERIOR 1-vz^=1w^ 3 SIDES 9y?' LONG MIN. VI �" LONG MIN. H PLATE EA. SIDE PER SCHEDULE 3 SINES 9K" LONG MIN. VI 9Y" LOHG MIN. H' ELEVATION U 4 BEAM TO COLUMN r1-- PU RUN BEYOND PER PLAN BEAM PER PLAN ng al:Ed „Ing O Ua� F- �o 046d P IT IS5U Q 3� U `¢Q aka 04 rn o LU U W O' m W_ o> 27 N O = V5 S 5885�'I f CAL1 Y O LU ::) Ln Z zr- rn ; N Q Q LU Lu U co (Y Z Z W —i LJJ L N LL AHJ APPROVAL REVISIONS MARK DATE DESCRIPTION 12/19120251 IFP SET O3/1012026 CLIENT REVISIONS 0//1012026 GEO COMMENTS 4 STEL JCB # 25.1099 DATE 04/102026 DRAWN BY FR CHECKED MA DETAILS S2.1 NICE I A B C D 1, E I F G H CITY OF SANTA ANA E E a CONDUFFS I I PER NOTE 18I HSS COLUMN I I PER PLAN I I I I F I I I (E) NATURAL ORALE OR (E)FNISHED SURF CE REPAIR AND REPL CE AS NEEDED Masi II + TR ENCH WHERE CONDUIT OCCURS, RAC FILL WI- _ _ (2) SACK SLURRY REINFORCING 4' PER e ..I... DIA. PER 2I52.7 NOTES: 1. (2)-1"OR(1)-2' OR COMB14ATION NOTTO EXCEED MAX Y'NOMINAL CONDUIT. CONDUITS MAY OCCUR ON ONE OR BOTH WIDE SIDES OF COLUMN. 2. CONTRACTOR TO SUBMIT CONDUIT LAYOUTTO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3. CONDUIT TO BE INSTALLED ABOUT CENTER OF COLUMN WIDE FACES. e 2� CONDUITS IN STANDARD FOOTING CONDUITS PER NOTE 1 (E)NATURAL GRACE OR FINISHED SURFACE COLUMN PER PLAN REPAIR AND REPLACE NEEDED -_A6 _ _ q (N) TRENCH WHERE CONDUIT OCCURS. BACKFILL W'- . TWO.SACK SLURRY REINFORCING PEReR..1 � 'x PER 2IS2.1 The geotechnical aspects of the plans have been reviewed and are found to be in general agreement with the project geotechncial investigation report (BSK Project No. NOTES: G25000898, dated October 16, 2025) and addendum letter 1. UNLIMITED NUMBER OF CONDUITS ALLOWED. (BSK Project No. G25000898, dated Novemb 5). QppFE S/0A, iEggolfc, P ^L �t) \a, EXP. 09/30/27 Adam Terronez, PE, GE r9rf BSK Associates 4 ALTERNATIVE DEEPENED FOOTING 0E CAl((P� signed 4/10/2026 E ng a�d BUildwing O Ua� � mo U owed P IT IS5U O 30 O U <a � � u o¢ i (D m O O Q � W O O w_ o > N O = V5 I t T ALI Y O LU =) Z zC C� > 0) aQ W WU m = Q Z Z W �Q �z W N LL AHJAPP OVAL REVISIONS MARK DATE DESCRIPTION 12,1912025 IF P SET L 03!10:2026 CLIENTFEVISIONS Odi 02026 GEO COMMENTS 4 STEL JOB # 25.1099 DATE 04/10/2026 DRAWN BY FIR CHECKED MA DETAILS S2.2 gency NCE COVER PAGE EXISITNG PHOTOVOLTAIC SYSTEM 190.12 KW DC 4 NEW CARPORT WITH PHOTOVOLTAIC SYSTEM 240.97 KW DC COMBINED SYSTEM SIZE 431.09 KW DC 2041 E WILSHIRE, SANTA ANA, CA 92705, USA GENERAL NOTES VICINITY MAP SATELLITE VIEW SHEET INDEX COVER PAGET-001 G-001 A-101 SITE PLAN RESOURCE DOCUMENTS 1.1.1 PROJECT NOTES: 1.1.2 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE CALIFORNIA ELECTRIC CODE (CEC) ARTICLE 690, ALL MANUFACTURER’S LISTING AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES. 1.1.3 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION 1.1.4 GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE IS ACCORDANCE WITH CEC 690.41(B) 1.1.5 ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVE INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY CEC 690.4: PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70 CLASS C FIRE INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519 COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY 1.1.6 MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMP COEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED ACCORDING TO CEC 690.7. 1.1.7 ALL INVERTERS, PHOTOVOLTAIC MODULES,PHOTOVOLTAIC PANELS, AND SOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC POWER SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATION PER 690.4 (D). SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS FROM LISTING OR LABELING [CEC 110.3]. 1.1.8 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE CEC AND AHJ. 1.2.1 SCOPE OF WORK: 1.2.2 PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM RETROFIT. PRIME CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING EXISTING ONSITE REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THE EXTERIOR CARPORT-MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMS DETAILED IN THIS DOCUMENT 1.2.3 INSTALLING CONTRACTOR IS RESPONSIBLE FOR FOLLOWING EQUIPMENT MANUFACTURER'S INSTALLATION AND COMMISSIONING MEANS AND METHODS. 1.3.1 WORK INCLUDES: 1.3.2 PV RACKING SYSTEM INSTALLATION - CARPORT ATTACHMENT 1.3.3 PV MODULE AND INVERTER INSTALLATION - JA SOLAR JAM72D40-595/MB (595W) MODULES / SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS / SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS / SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS 1.3.4 PV EQUIPMENT CARPORT MOUNT 1.3.5 PV SYSTEM WIRING TO A CARPORT-MOUNTED JUNCTION BOX 1.3.6 PV LOAD CENTERS (IF INCLUDED) 1.3.7 PV METERING/MONITORING (IF INCLUDED) 1.3.8 PV DISCONNECTS 1.3.9 PV GROUNDING ELECTRODE & BONDING TO (E) GEC 1.3.10 PV FINAL COMMISSIONING 1.3.11 (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV 1.3.12 SIGNAGE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE PROJECT INFORMATION PROJECT NAME NAME: ELECTRICAL CALCULATIONSE-602 R-001 FREUDENBERG NOK - CARPORTS NOTES PLACARDE-604 CONTRACTOR INFORMATION: CONTRACTOR NAME: GREEN CONVERGENCE RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK T-001 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 WARNING LABELSE-603 ELECTRICAL LINE DIAGRAME-601 SCOPE OF WORK 4 NEW SOLAR CARPORTS SYSTEM SIZE : STC : 405 X 595W = 240.97 kW DC PTC : 405 X 557.6W = 225.83 kW DC CEC AC RATING: 220.18 kW AC AC SIZE: 308.20 kW AC (405) JA SOLAR JAM72D40-595/MB (595W) MODULES (02) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (01) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS (04) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS AUTHORITIES HAVING JURISDICTION BUILDING : CITY OF SANTA ANA UTILITY : SOUTHERN CALIFORNIA EDISON (SCE) ATTACHMENT TYPE: APPLICABLE CODES & STANDARDS BUILDING: CBC 2022, CMC 2022 CPC 2022, CEBC 2022 ELECTRICAL: CEC 2022 FIRE: CFC 2022 MSP UPGRADE: NO CARPORT ATTACHMENT APN NUMBER:402-111-39 A-102 ELECTRICAL PLAN EXISTING SYSTEM SIZE : STC : 388 X 490W = 190.12 kW DC PTC : 388 X 459.1W = 178.13 kW DC CEC AC RATING: 173.68 kW AC AC SIZE: 187.50 kW AC (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES (03) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (132) APSMART RSD-D-20 RAPID SHUTDOWN DEVICES DESIGN SPECIFICATION FOUNDATION TYPE - POURED CONCRETE ZONING - CITY OF SANTA ANA GROUND SNOW LOAD - 3 PSF WIND EXPOSURE - B WIND SPEED - 95 MPH RISK CATEGORY - II A-103 CARPORT COLUMNS DETAILS ELECTRICAL LINE DIAGRAME-601.1D.0 NOTES RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK G-001 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 NOTES 1. EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUS BAR OR CONDUCTOR 2. EQUIPMENT. INVERTERS, MOTOR GENERATORS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, AC PHOTOVOLTAIC MODULES, SOURCE-CIRCUIT COMBINERS, AND CHARGE CONTROLLERS INTENDED FOR USE IN PHOTOVOLTAIC POWER SYSTEMS SHALL BE IDENTIFIED AND LISTED FOR THE APPLICATION. (CEC 690.4(B)) 3. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND NON ROOF SWITCHES. ROOF SWITCHES TO BE NEMA 4 RATED. 4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH CEC ARTICLE 250. 5.PROTECTION DEVICES FOR PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS ALSO CONNECTED TO SOURCES HAVING SIGNIFICANTLY HIGHER CURRENT AVAILABILITY (E.G., PARALLEL STRINGS OF MODULES, UTILITY POWER), SHALL BE PROTECTED AT THE SOURCE FROM OVERCURRENT. [CEC 690.9(A)] 6.PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT CONTROLS SPECIFIC CONDUCTORS. [ CEC 690.12] 7.THE UTILITY INTERACTIVE INVERTERS SHALL AUTOMATICALLY DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. [CEC 705.41] 8.ALL CONDUCTOR EXPOSED TO WEATHER SHALL BE LISTED & IDENTIFIED FOR USE IN DIRECT SUNLIGHT. [ CEC 310.10(D)(1)] 9.THE MODULE CONDUCTORS MUST BE TYPE USE-2 OR LISTED FOR PHOTOVOLTAIC (PV) WIRE. (CEC 690.31(C)) 10.ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE IDENTIFICATION. 11.AN INSULATED GROUNDED CONDUCTOR OF 6 AWG OR SMALLER SHALL BE IDENTIFIED AS A CONTINUOUS WHITE FINISH. [CEC 200.6] 12.THE OUTPUT OF AN INTERCONNECTED ELECTRICAL POWER SOURCE SHALL BE PERMITTED TO BE CONNECTED TO THE LOAD SIDE. INTERCONNECTING PROVISIONS FOR OTHER POWER SOURCES SHALL COMPLY WITH 705.12(B)(1) THROUGH 705.12(B)(5) 13. EACH SOURCE INTERCONNECTION OF ONE OR MORE POWER SOURCES INSTALLED IN ONE SYSTEM SHALL BE MADE AT A DEDICATED CIRCUIT BREAKER OR FUSIBLE DISCONNECTING MEANS [CEC 705.12(B)(1)] 14.THE SUM OF THE AMPERE RATING OF THE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR CONDUCTOR SHALL NOT EXCEED 120% OF THE RATING OF BUSBAR OR CONDUCTOR.[CEC 705.12(B)(3)(2)] 15.A CONNECTION AT EITHER END, BUT NOT BOTH ENDS, OF A CENTER-FED PANEL BOARD IN DWELLINGS SHALL BE PERMITTED WHERE THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUSBAR DOES NOT EXCEED 120 PERCENT OF THE CURRENT RATING OF THE BUSBAR. [CEC 705.12(B)(3)(2)] 16.EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUS BAR OR CONDUCTOR SHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES. [ CEC 705.12(B)(3)] 17.CIRCUIT BREAKER, IF BACKFED, SHALL BE SUITABLE FOR SUCH OPERATION. [ CEC 705.12(B)(4)] 18.TO MINIMIZE OVERHEATING OF THE BUSBAR IN PANELBOARD, THE PANELBOARD MAIN CIRCUIT BREAKER AND THE PV POWER SOURCE CIRCUIT BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE END OF THE BUSBAR. 19. ALL THE CEC REQUIRED WARNING SIGNS, MARKINGS, AND LABELS SHALL BE POSTED ON EQUIPMENT AND DISCONNECTS PRIOR TO ANY INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR. 20.WHERE PV SYSTEM DC CIRCUIT'S RUN INSIDE A BUILDING, THEY SHALL BE CONTAINED IN METAL RACEWAYS TYPE MC METAL CLAD CABLE OR METAL ENCLOSURES FROM POINT OF PENETRATION OF THE SURFACE OF THE BUILDING TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS. [ CEC 690.31(G)] 21.FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY WITH TERMINALS, LUGS, DEVICES OR CONNECTOR THAT ARE IS IN ACCORDANCE WITH CEC 110.14 22.CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY ACCESSIBLE AND OPERATING AT OVER 30V DC OR 15V AC SHALL REQUIRE TOOL TO OPEN AND MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING". [CEC 690.33(C) & (E)(2)] 23. EQUIPMENT GROUNDING CONDUCTOR FOR PV MODULES SMALLER THAN 6AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY A RACEWAY OR CABLE ARMOR. [CEC 690.46 & 250.120(C)] 24. AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE SMALLER THAN 14 AWG. [ CEC 690.45] 25. FINE STRANDED CABLES USED FOR BATTERY TERMINALS, DEVICES, AND CONNECTIONS REQUIRE LUGS AND TERMINALS IS IN ACCORDANCE WITH CEC 110.14 26.GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT. IF NECESSARY,SPLICES OR CONNECTIONS SHALL BE MADE AS PERMITTED. (CEC 250.64 C) 27.ALL SMOKE ALARMS, CARBON MONOXIDE ALARMS AND AUDIBLE NOTIFICATION DEVICES SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND UL 2034. THEY WILL BE INSTALLED IN ACCORDANCE WITH NFPA 72 AND NFPA 720. 28.SMOKE ALARMS AND CARBON MONOXIDE ALARMS WILL BE RETROFITTED INTO THE EXISTING DWELLING. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS,OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE.THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME, OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. GROUND FAULT PROTECTION 1.PHOTOVOLTAIC INVERTERS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. INVERTERS ARE ALSO EQUIPPED WITH ANTI-ISLANDING CIRCUITRY. DISCONNECTING MEANS 1.MEANS SHALL BE PROVIDED TO ISOLATE EACH SOURCE CIRCUIT FROM THE SYSTEM. 2.WHERE A CIRCUIT GROUNDING CONNECTION IS NOT DESIGNED TO BE AUTOMATICALLY INTERRUPTED AS PART OF THE GROUND-FAULT PROTECTION, A SWITCH OR CIRCUIT BREAKER USED AS A DISCONNECTING MEANS SHALL NOT HAVE A POLE ON THE GROUNDED CONDUCTOR. 3.THE GROUNDED CONDUCTOR MAY HAVE A BOLTED OR TERMINAL DISCONNECTING MEANS TO ALLOW MAINTENANCE OR TROUBLESHOOTING BY QUALIFIED PERSONNEL. 4.EQUIPMENT SUCH AS PHOTOVOLTAIC SOURCE CIRCUITS, OVER CURRENT DEVICES, AND BLOCKING DIODES SHALL BE PERMITTED ON THE PHOTOVOLTAIC SIDE OF THE PHOTOVOLTAIC DISCONNECTING MEANS. 5.MEANS SHALL BE PROVIDED TO DISCONNECT INVERTERS FROM ALL UNGROUNDED CONDUCTORS OF ALL SOURCES. IF THE EQUIPMENT IS ENERGIZED FROM MORE THAN ONE SOURCE, THE DISCONNECTING MEANS SHALL BE GROUPED AND IDENTIFIED. 6.A SINGLE DISCONNECTING MEANS SHALL BE PERMITTED FOR THE COMBINED OUTPUT OF ONE OR MORE INVERTERS IN A GRID INTERACTIVE SYSTEM. 7.DISCONNECTING MEANS SHALL BE PROVIDED TO DISCONNECT A FUSE FROM ALL SOURCES OF SUPPLY IF THE FUSE IS ENERGIZED FROM BOTH DIRECTIONS AND IS ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS. SUCH A FUSE IN A PHOTOVOLTAIC SOURCE CIRCUIT SHALL BE CAPABLE OF BEING DISCONNECTED INDEPENDENTLY OF FUSES IN OTHER PHOTOVOLTAIC SOURCE CIRCUITS. DC CONDUCTORS POSITIVE(UNGROUNDED)RED NEGATIVE(UNGROUNDED)BLACK 120/208V OR 240V AC CONDUCTORS PHASE L1 BLACK PHASE L2 RED (SEE NOTE) PHASE L3 BLUE 480/277V AC CONDUCTORS PHASE L1 BROWN PHASE L2 ORANGE PHASE L3 YELLOW NEUTRAL WHITE OR GREY GROUND GREEN OR BARE Cu NOTE:THREE PHASE HIGH LEG MUST BE IN ORANGE COLOR PER NFPA 70. GENERAL CONDUCTOR INSULATION KEY 22 3 ' - 1 0 " 169'-2" 83'-8" 16 7 ' - 7 " 367'-1" 39'-10"54'-10" 44'-7" 41'-10" 14 ' - 7 " 10" 43 ' - 8 " 50 ' - 1 0 " 14 6 ' - 6 " 49'-3" 1' - 7 " 19 9 ' - 7 " 34 ' - 3 " 35'-11" 5' - 1 0 " 54'-9" 14 ' - 4 " 5'-10"TR MSB INV INV INV JB JB JB ACP JB INV INV JB JB 8'-6" INV INV ACP ACD 1' - 9 " INV 65'-9" 18'-2" 140'-6" INV INV JB NO PA R K I N G NO PA R K I N G NO PA R K I N G 21'-3" 30 ' - 5 " MSB INV INV INV ACP ACP ACD INV INV INV INV INV TR INV INV RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK A-101 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 SITE PLAN 1 SITE PLAN LEGEND - PROPERTY LINE E WILSHIRE AVE N S EW (E) PROPERTY LINE SCALE:1/16" = 1'-0" - VENT, ATTIC FAN (ROOF OBSTRUCTION) NOTE : THAT CARPORTS WILL BE STANDARD STEEL SILVER (E) (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES (N) (117) JA SOLAR JAM72D40-595/MB (595W) MODULES (N) (105) JA SOLAR JAM72D40-595/MB (595W) MODULES (N) (81) JA SOLAR JAM72D40-595/MB (595W) MODULES (N) (102) JA SOLAR JAM72D40-595/MB (595W) MODULES - (E) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES - (N) JA SOLAR JAM72D40-595/MB (595W) MODULES - JUNCTION BOXJB (E) PARKING LOT (TYP.) DRIVEWAY DR I V E W A Y DR I V E W A Y (E) MAIN BUILDING (E) (3x) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER (ON ROOF) SEE ENLARGED VIEW 1 SEE ENLARGED VIEW 5 SEE ENLARGED VIEW 2 SEE ENLARGED VIEW 3 (E) MAIN SWITCHBOARD (INSIDE ELECTRICAL ROOM) (E) AC ACCUMULATION PANEL -1 (INSIDE THE WAREHOUSE) ENLARGED VIEW 1 ENLARGED VIEW 2 (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER-1 (ON CARPORT-1) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-2 (ON CARPORT-1) ENLARGED VIEW 5 SEE ENLARGED VIEW 4 (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER-6 (ON CARPORT-4) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-7 (ON CARPORT-4) ENLARGED VIEW 3 ENLARGED VIEW 4 (N) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTER-3 (ON CARPORT-2) SEE ENLARGED VIEW 6 ENLARGED VIEW 6 (E) UTILITY TRANSFORMER (ON POURED PAD) METER NO : V349N-004409 (E) FENCE (E) GATE - FENCE (N) VISIBLE LOCKABLE LABELED AND FUSED AC DISCONNECT (PV AC DISCONNECT) (OUTSIDE THE WAREHOUSE) (N) AC ACCUMULATION PANEL-2 (OUTSIDE THE WAREHOUSE) (N) CARPORT - 4 (2041 E WILSHIRE AVE, #MTR04 SQUARE FEET = 3217.50 FT²) (N) CARPORT - 3 (2041 E WILSHIRE AVE, #MTR03 SQUARE FEET = 3118.13 FT²) (N) CARPORT - 1 (2041 E WILSHIRE AVE, #MTR01 SQUARE FEET = 2805 FT²) (N) CARPORT - 2 (2041 E WILSHIRE AVE, #MTR02 SQUARE FEET =2227.50 FT²) COLUMN (TYP.) (E) TREE (TYP.) NOTE : THAT FOOTINGS WILL NOT BE INSTALLED ON PROPERTY LINES. THE COLUMNS WILL START 10” FROM PROPERTY LINE. NOTE : SEE DETAIL 2 ON SHEET S2.1 FOR COLUMN DETAIL. (E) PROTECTIVE BOLLARDS (TYP.) (E) VEGETATION (TYP.) ACCESSIBLE ROUTE (E) VAN ACCESSIBLE (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-4 (ON CARPORT-3) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-5 (ON CARPORT-3) (E) VAN ACCESSIBLE FRONT ENTRANCE ROUTE D.0 D.0 22'-6" 14 6 ' - 8 " 131'-7" 22 ' - 6 " 101'-6" 12 7 ' - 1 0 " 22'-6" TR MSB INV INV INV JB JB JB ACP JB INV INV JB JB 22 ' - 6 " INV INV ACP ACD INV INV INV JB MSB INV INV INV ACP ACP ACD EXISTING NATIVE SOIL EXISTING CONCRETE BASE 2" T Y P 26 " D E P T H 24 " C O V E R 6" (TYP.) (N) 1-1/4" PVC CONDUIT INSIDE TRENCH (2x) (N) 1" PVC CONDUIT INSIDE TRENCH (N) 3/4" PVC CONDUIT INSIDE TRENCH EXISTING NATIVE SOIL EXISTING CONCRETE BASE 2" T Y P 26 " D E P T H 24 " C O V E R 6" (TYP.) (N) 1-1/4" PVC CONDUIT INSIDE TRENCH (N) 3/4" PVC CONDUIT INSIDE TRENCH INV INV INV INV INV TR INV INV RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK A-102 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 ELECTRICAL PLAN 1 ELECTRICAL PLAN SCALE:1/16" = 1'-0" ROOF SECTION ARRAY TILT - 06° ROOF SLOPE-0° AZIMUTH - 180° MODULE - 388 ROOF-1 CARPORT-1 CARPORT SECTION(S) N S EW TILT- 7° AZIMUTH - 90° MODULE - 102 (405) JA SOLAR JAM72D40-595/MB (595W) MODULES FOR (02) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS, (01) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS & (04) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS (03) STRINGS OF (14) MODULES CONNECTED IN SERIES (03) STRINGS OF (13) MODULES CONNECTED IN SERIES (12) STRINGS OF (10) MODULES CONNECTED IN SERIES (12) STRINGS OF (09) MODULES CONNECTED IN SERIES (12) STRINGS OF (08) MODULES CONNECTED IN SERIES CARPORT-2 TILT- 7° AZIMUTH - 180° MODULE - 81 CARPORT-3 TILT- 7° AZIMUTH - 180° MODULE - 105 CARPORT-4 TILT- 7° AZIMUTH - 270° MODULE - 117 CARPORT-1 CARPORT-2 CARPORT-3 CARPORT-4 (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES WITH (132) APSMART RSD-D-20 RAPID SHUTDOWN DEVICES FOR (03) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (10) STRINGS OF (16) MODULES CONNECTED IN SERIES (04) STRINGS OF (15) MODULES CONNECTED IN SERIES (12) STRINGS OF (14) MODULES CONNECTED IN SERIES LEGEND - VENT, ATTIC FAN (ROOF OBSTRUCTION) - (E) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES - (N) JA SOLAR JAM72D40-595/MB (595W) MODULES - JUNCTION BOXJB -(03) STRINGS OF (14) MODULES CONNECTED IN SERIES -(03) STRINGS OF (13) MODULES CONNECTED IN SERIES -(12) STRINGS OF (10) MODULES CONNECTED IN SERIES -(12) STRINGS OF (09) MODULES CONNECTED IN SERIES -(12) STRINGS OF (08) MODULES CONNECTED IN SERIES DC SYSTEM SIZE: 240.97 kW DC AC SYSTEM SIZE: 308.20 kW AC CEC AC RATING: 220.18 kW AC DC SYSTEM SIZE: 190.12 kW DC AC SYSTEM SIZE: 187.50 kW AC CEC AC RATING: 173.68 kW AC (2x) (N) PVC CONDUITS INSIDE TRENCH AT 235' APPROX. (2x) N) PVC CONDUITS INSIDE TRENCH AT 100' APPROX. (E) MAIN BUILDING SEE ENLARGED VIEW 1 SEE ENLARGED VIEW 2 SEE ENLARGED VIEW 5 SEE ENLARGED VIEW 3 SEE ENLARGED VIEW 4 SEE ENLARGED VIEW 6 (E) (3x) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (ON ROOF) (E) MAIN SWITCHBOARD (INSIDE ELECTRICAL ROOM) ENLARGED VIEW 1 AC TRENCH DETAILS (N) PVC CONDUIT INSIDE TRENCH AT 130' APPROX. (N) PVC CONDUIT INSIDE TRENCH AT 60' APPROX. NOTE: MINIMUM 24'' REQUIRED FOR ALL UNDERGROUND CONDUITS ENLARGED VIEW 2 (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER-1 (ON CARPORT-1) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-2 (ON CARPORT-1) ENLARGED VIEW 5 (N) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER-6 (ON CARPORT-4) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-7 (ON CARPORT-4) ENLARGED VIEW 3 ENLARGED VIEW 4 (N) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTER-3 (ON CARPORT-2) ENLARGED VIEW 6 (E) UTILITY TRANSFORMER (ON POURED PAD) (E) AC ACCUMULATION PANEL -1 (INSIDE THE WAREHOUSE) (N) VISIBLE LOCKABLE LABELED AND FUSED AC DISCONNECT (PV AC DISCONNECT) (OUTSIDE THE WAREHOUSE) (N) AC ACCUMULATION PANEL-2 (OUTSIDE THE WAREHOUSE) CARPORT 1 - 2041 E WILSHIRE AVE,#MTR01 SQUARE FEET = 2,805 FT² CARPORT 2 - 2041 E WILSHIRE AVE,#MTR02 SQUARE FEET = 2,227.50 FT² CARPORT 3 - 2041 E WILSHIRE AVE,#MTR03 SQUARE FEET = 3,118.13 FT² CARPORT 4 - 2041 E WILSHIRE AVE,#MTR04 SQUARE FEET = 3,217.50 FT² (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-4 (ON CARPORT-3) (N) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER-5 (ON CARPORT-3) 22 ' - 6 " 127'-10" 8'-2"27'-0"27'-0"27'-0" 6" 27'-0"15'-8" 22 ' - 6 " 101'-6" 6'-7"27'-0"27'-0"27'-0" 6" 14'-2" 22 ' - 6 " 131'-7" 11'-11" 27'-0"27'-0"27'-0" 6" 27'-0"11'-11" 22 ' - 6 " 146'-8" 1'-10"27'-0"27'-0"27'-0" 6" 27'-0"27'-0"10'-0" RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK A-103 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 CARPORT COLUMNS 1 CARPORT COLUMNS DETAILS SCALE:1/8" = 1'-0" DETAILS CARPORT-1 CARPORT-2 CARPORT-3 CARPORT-4 COLUMN (TYP.) M (E) 3000A/3P TO UTILITY TRANSFORMER L1 L2 L3 N GEC G N (N) LINE SIDE TAP CEC 705.11 = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 62-US-41 INVERTER-1 OUTPUT CURRENT: 80A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-1) (ON CARPORT-1) (54) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 09 MODULES IN SERIES MPPT:2 (01) STRING OF 09 MODULES IN SERIES MPPT:3 (01) STRING OF 09 MODULES IN SERIES MPPT:4 (01) STRING OF 09 MODULES IN SERIES MPPT:5 (01) STRING OF 09 MODULES IN SERIES MPPT:6 (01) STRING OF 09 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 61 INV-1 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 3 2 2 = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 33-US-41 INVERTER-2 OUTPUT CURRENT: 40A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-2) (ON CARPORT-1) (48) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 08 MODULES IN SERIES MPPT:2 (01) STRING OF 08 MODULES IN SERIES MPPT:3 (01) STRING OF 08 MODULES IN SERIES MPPT:4 (01) STRING OF 08 MODULES IN SERIES MPPT:5 (01) STRING OF 08 MODULES IN SERIES MPPT:6 (01) STRING OF 08 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 6 INV-2 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 4 = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 50-US-41 INVERTER-3 OUTPUT CURRENT: 64A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-3) (ON CARPORT-2) (81) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 14 MODULES IN SERIES MPPT:2 (01) STRING OF 14 MODULES IN SERIES MPPT:3 (01) STRING OF 14 MODULES IN SERIES MPPT:4 (01) STRING OF 13 MODULES IN SERIES MPPT:5 (01) STRING OF 13 MODULES IN SERIES MPPT:6 (01) STRING OF 13 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 6 INV-3 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 5 (N) 800A AC ACCUMULATION PANEL-2 (01) 800A/3P MAIN BREAKER, (01) 300A/3P BREAKER (02) 100A/3P BREAKERS, (02) 80A/3P BREAKERS & (02) 50A/3P BREAKERS, 277/480V, 3 PHASE, 4-WIRE, UL LISTED, NEMA 3R (OUTSIDE THE WAREHOUSE) G L1 L2 L3 N N G 10 (N) 100A/3P (N) 800A/3P (N) 50A/3P (N) 80A/3P (N) 300A/3P (N) 50A/3P (N) 100A/3P (N) 50A/3P8 9 6 7 FROM INVERTERS (REFER PAGE.NO: E-601.1) LOAD LINE (N) 800A SUSE RATED AC DISCONNECT VISIBLE, LOCKABLE, LABELED AND FUSED DISCONNECT WITH (3) 800A FUSES , 277/480V, 3 PHASE, 4-WIRE, NEMA 3R UL LISTED (PV AC DISCONNECT) (WITHIN 10' OF TAP) (OUTSIDE THE WAREHOUSE) (N) MAIN BONDING JUMPER PER CEC 250.102(C)(1) #3/0 AWG GEC (CU) (N) GROUNDING ELECTRODE CONDUCTOR TO EARTH REF. NEC 250.66 (E) GROUNDING ELECTRODE CONDUCTOR TO EARTH (E) GROUNDING ELECTRODE SYSTEM (E) BONDING JUMPER EXISTING GROUNDING ELECTRODE SYSTEM TO EARTH (E) 3000A MAIN SWITCHBOARD, 277/480V, 3 PHASE, 4-WIRE, 65KAIC (INSIDE ELECTRICAL ROOM) (E) UTILITY METER, 277/480V, 3 PHASE, 4-WIRE, 3000A RATED (INSIDE ELECTRICAL ROOM) G L1 L2 L3 11 1 2 2 1 2 2 (N) TRENCH (N) TRENCH (N) TRENCH LINE SIDE INTERCONNECTION AT MAIN SWITCHBOARD PER ART. 705.11 (E) MAIN BONDING JUMPER (N) TRENCH (N) TRENCH (N) TRENCH FROM AC ACCUMULATION PANEL -1 (REFER PAGE.NO: E-601.1) (N) 50A/3P6 (N) TRENCH N RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK E-601 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 ELECTRICAL LINE DIAGRAM Vmax = Voc + ((TLow - TStc) x (VocCoef x Voc/100)) Vmax = 52.58+ ((2ºC - 25ºC) x (-0.250 x 52.58/100)) Vmax = 52.58 + (-23 x -0.131) Vmax = 55.60 = 1000/55.60 = 17.98 = 17 (Maximum Number of Modules in Series) ID PARALLEL FEEDER PHASE CONDUCTOR QTY, SIZE AND TYPE PER CONDUIT NEUTRAL GROUND CONDUCTOR QTY, SIZE AND TYPE PER CONDUIT CONDUIT SIZE CONDUIT TYPE 1 1 12 AWG #10 PV-WIRE/USE-2KV,CU N/A 1 AWG #6 BARE,COPPER EGC N/A FREE AIR 2 1 6 AWG #10 PV-WIRE/USE-2KV,CU N/A 1 AWG #10 THWN-2,COPPER EGC 1"EMT 3 1 3 AWG #2 THWN-2,COPPER 1 AWG #8 THWN-2,COPPER 1 AWG #8 THWN-2,COPPER EGC 1-1/4"PVC 4 1 3 AWG #6 THWN-2,COPPER 1 AWG #10 THWN-2,COPPER 1 AWG #10 THWN-2,COPPER EGC 3/4"PVC 5 1 3 AWG #4 THWN-2,COPPER 1 AWG #8 THWN-2,COPPER 1 AWG #8 THWN-2,COPPER EGC 1"PVC 6 1 3 AWG #6 THWN-2,COPPER 1 AWG #10 THWN-2,COPPER 1 AWG #10 THWN-2,COPPER EGC 3/4"PVC 7 1 3 AWG #2 THWN-2,COPPER 1 AWG #8 THWN-2,COPPER 1 AWG #8 THWN-2,COPPER EGC 1-1/4"PVC 8 1 3 AWG #6 THWN-2,COPPER 1 AWG #10 THWN-2,COPPER 1 AWG #10 THWN-2,COPPER EGC 3/4"PVC 9 1 3 #350 MCM XHHW-2,COPPER 1 AWG #2 XHHW-2,COPPER 1 AWG #2 XHHW-2,COPPER EGC 2-1/2"EMT 10 2 3 #600 MCM THWN-2,COPPER 1 AWG #1/0 THWN-2,COPPER 1 AWG #1/0 THWN-2,COPPER EGC (2x) 3"EMT 11 2 3 #600 MCM THWN-2,COPPER 1 AWG #1/0 THWN-2,COPPER 1 AWG #1/0 THWN-2,COPPER EGC (2x) 3"RMC E EXISTING (405) JA SOLAR JAM72D40-595/MB (595W) MODULES FOR (02) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS, (01) SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTERS & (04) SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTERS (03) STRINGS OF (14) MODULES CONNECTED IN SERIES (03) STRINGS OF (13) MODULES CONNECTED IN SERIES (12) STRINGS OF (10) MODULES CONNECTED IN SERIES (12) STRINGS OF (09) MODULES CONNECTED IN SERIES (12) STRINGS OF (08) MODULES CONNECTED IN SERIES METER NO : V349N-004409 DC SYSTEM SIZE: 240.97 kW DC AC SYSTEM SIZE: 308.20 kW AC CEC AC RATING: 220.18 kW AC D.0 D.0 D.0 = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 62-US-41 INVERTER-5 OUTPUT CURRENT: 80A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-6) (ON CARPORT-4) (57) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 10 MODULES IN SERIES MPPT:2 (01) STRING OF 10 MODULES IN SERIES MPPT:3 (01) STRING OF 10 MODULES IN SERIES MPPT:4 (01) STRING OF 09 MODULES IN SERIES MPPT:5 (01) STRING OF 09 MODULES IN SERIES MPPT:6 (01) STRING OF 09 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 6 INV-5 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 7 = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 33-US-41 INVERTER-6 OUTPUT CURRENT: 40A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-7) (ON CARPORT-4) (60) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 10 MODULES IN SERIES MPPT:2 (01) STRING OF 10 MODULES IN SERIES MPPT:3 (01) STRING OF 10 MODULES IN SERIES MPPT:4 (01) STRING OF 10 MODULES IN SERIES MPPT:5 (01) STRING OF 10 MODULES IN SERIES MPPT:6 (01) STRING OF 10 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 61 INV-6 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 8 2 TO AC ACCUMULATION PANEL-2 (REFER PAGE.NO: E-601) 2 1 2 2 (N) TRENCH (N) TRENCH = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 33-US-41 INVERTER-6 OUTPUT CURRENT: 40A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-5) (ON CARPORT-3) (57) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 10 MODULES IN SERIES MPPT:2 (01) STRING OF 10 MODULES IN SERIES MPPT:3 (01) STRING OF 10 MODULES IN SERIES MPPT:4 (01) STRING OF 9 MODULES IN SERIES MPPT:5 (01) STRING OF 9 MODULES IN SERIES MPPT:6 (01) STRING OF 9 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 61 INV-6 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 6 2 2 (N) TRENCH = OUTPUT DC INPUT MPPT 1 (N) SMA SUNNY TRIPOWER CORE1 33-US-41 INVERTER-6 OUTPUT CURRENT: 40A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-4) (ON CARPORT-3) (48) JA SOLAR JAM72D40-595/MB (595W) MODULES MPPT:1 (01) STRING OF 8 MODULES IN SERIES MPPT:2 (01) STRING OF 8 MODULES IN SERIES MPPT:3 (01) STRING OF 8 MODULES IN SERIES MPPT:4 (01) STRING OF 8 MODULES IN SERIES MPPT:5 (01) STRING OF 8 MODULES IN SERIES MPPT:6 (01) STRING OF 8 MODULES IN SERIES DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 61 INV-6 (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED 6 2 2 (N) TRENCH = OUTPUT DC INPUT MPPT 1 DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 6 INV-1 E = OUTPUT DC INPUT MPPT 1 (E) SMA SUNNY TRIPOWER CORE1 62-US-41 INVERTER-2 OUTPUT CURRENT: 80A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-2) (ON THE ROOF) DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 6 INV-2 E (E) SMA SUNNY TRIPOWER CORE1 62-US-41 INVERTER-1 OUTPUT CURRENT: 80A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-1) (ON THE ROOF) E (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED E (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED E E = OUTPUT DC INPUT MPPT 1 (E) SMA SUNNY TRIPOWER CORE1 62-US-41 INVERTER-3 OUTPUT CURRENT: 80A, 277/480VAC 97.5% CEC WEIGHTED EFFICIENCY NEMA 4X, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (INVERTER-3) (ON THE ROOF) DC INPUT MPPT 2 DC INPUT MPPT 3 DC INPUT MPPT 4 DC INPUT MPPT 5 DC INPUT MPPT 6 INV-3 E (134) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490W) MODULES WITH (67) AP SMART RSD-D-20 RAPID SHUTDOWN DEVICES (N) JUNCTION BOX 1000V, NEMA 3R, UL LISTED E E (124) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490W) MODULES (130) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490W) MODULES WITH (65) AP SMART RSD-D-20 RAPID SHUTDOWN DEVICES TO AC ACCUMULATION PANEL-2 (REFER PAGE.NO: E-601) (E) 400A AC ACCUMULATION PANEL-1, (01) 300A/3P MAIN BREAKER, (03) 100A/3P BREAKERS, 277/480V, 3 PHASE, 4-WIRE, UL LISTED, NEMA 1 (INSIDE THE WAREHOUSE) G L1 L2 L3 N N G (E) 100A/3P (E) 300A/3P (E) 80A/3P (E) 100A/3P 9 RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK E-601.1 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 ELECTRICAL LINE DIAGRAM (388) HANWHA Q.CELLS Q.PEAK DUO XL-G10.3/BFG (490) MODULES WITH (132) APSMART RSD-D-20 RAPID SHUTDOWN DEVICES FOR (03) SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTERS (10) STRINGS OF (16) MODULES CONNECTED IN SERIES (04) STRINGS OF (15) MODULES CONNECTED IN SERIES (12) STRINGS OF (14) MODULES CONNECTED IN SERIES DC SYSTEM SIZE: 190.12 kW DC AC SYSTEM SIZE: 187.50 kW AC CEC AC RATING: 173.68 kW AC ELECTRICAL CALCULATIONS RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK E-602 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT 0.80 4-6 0.70 7-9 0.50 10-20 0.45 21-30 INVERTER SPECIFICATIONS MANUFACTURER / MODEL #SMA SUNNY TRIPOWER CORE1 STP 62-US-41 (480V) INVERTER NOMINAL AC POWER 62500 W NOMINAL OUTPUT VOLTAGE 480 VAC NOMINAL OUTPUT CURRENT 80 A AMBIENT TEMPERATURE SPECS(°C) RECORD LOW TEMP 2°C AMBIENT TEMP (HIGH TEMP 2%)31°C CONDUIT HEIGHT 7/8" ROOF TOP TEMP 31°C CONDUCTOR TEMPERATURE RATE 90°C SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL # JA SOLAR JAM72D40-595/MB (595W) MODULES STC 15% BI-FACIAL GAIN VMP 44.64V 44.64V IMP 13.33A 15.33A VOC 52.58V 52.58V ISC 13.99A 16.09A TEMP. COEFF. VOC -0.250%/°C PTC RATING 557.6W MODULE DIMENSION 89.68×44.64×1.18 (In Inch) SMA SUNNY TRIPOWER CORE1 62-US-41 (480V) INVERTER = [(MAXIMUM PV POWER) / (MODULE WATTAGE X BIFACIAL GAIN)] = [(93750) / (595 X 1.15)] = [(93750W / 684.25W)] = 137.01 = 137 MODULES PER INVERTER 15% BI-FACIAL GAIN CALCULATIONS IMP = 13.33 X 1.15 = 15.33A ISC = 13.99 X 1.15 = 16.09A FOR SMA SUNNY TRIPOWER CORE1 50-US-41 (480V) INVERTER = [(MAXIMUM PV POWER) / (MODULE WATTAGE X BIFACIAL GAIN)] = [(75000) / (595 X 1.15)] = [75000/684.25] = 109.61 = 109 MODULES PER INVERTER DC WIRE CALCULATION WIRE ID PARALLEL FEEDERS EXPECTED WIRE TEMP (In Celsius) TEMP. CORRECTION PER TABLE 310.15(B)(1) NO. OF CURRENT CARRYING CONDUCTORS CONDUIT FILL CORRECTION PER CEC 310.15(C)(1) CIRCUIT CONDUCTOR SIZE CIRCUIT CONDUCTOR AMPACITY @75°(PER FEEDER SET) CIRCUIT CONDUCTOR AMPACITY @90°(PER FEEDER SET) REQUIRED CIRCUIT CONDUCTOR AMPACITY PER CEC 690.8(A&B) 1.25 X 1.25 X Isc DERATED AMPACITY OF CIRCUIT CONDUCTOR PER CEC TABLE 310.16 TEMP. CORRECTION PER TABLE 310.15(B)(1) X CONDUIT FILL CORRECTION PER CEC 310.15(C)(1) X CIRCUIT CONDUCTOR AMPACITY @90°(PER FEEDER SET) DERATED AMPACITY OF CIRCUIT CONDUCTOR IS GREATER THAN REQUIRED ESTIMATED DISTANCE (FT) EXPECTED VOLTAGE DROP (%) 1 1 31°0.96 12 1.00 #10 AWG 35A 40A 25.10A*38.4A YES 55 0.33 2 1 31°0.96 6 0.80 #10 AWG 35A 40A 25.10A*30.72A YES 10 0.06 TOTAL DC VOLTAGE DROP (%)0.39 AC WIRE CALCULATION WIRE ID PARALLEL FEEDERS EXPECTED WIRE TEMP (In Celsius) TEMP. CORRECTION PER TABLE 310.15(B)(1) NO. OF CURRENT CARRYING CONDUCTORS CONDUIT FILL CORRECTION PER CEC 310.15(C)(1) CIRCUIT CONDUCTOR SIZE CIRCUIT CONDUCTOR AMPACITY @75°(PER FEEDER SET) CIRCUIT CONDUCTOR AMPACITY @90°(PER FEEDER SET) REQUIRED CIRCUIT CONDUCTOR AMPACITY PER CEC 690.8(A)(1)(e) TOTAL INVERTER OUTPUT CURRENT MINIMUM OCPD REQUIRED PER CEC 690.9(B) TOTAL INVERTER OUTPUT CURRENT X 1.25 DERATED AMPACITY OF CIRCUIT CONDUCTOR PER CEC TABLE 310.16 TEMP. CORRECTION PER TABLE 310.15(B)(1) X CONDUIT FILL CORRECTION PER CEC 310.15(C)(1) X CIRCUIT CONDUCTOR AMPACITY @90°(PER FEEDER SET) DERATED AMPACITY OF CIRCUIT CONDUCTOR IS GREATER THAN REQUIRED ESTIMATED DISTANCE (FT) EXPECTED VOLTAGE DROP (%) 3 1 31°0.96 3 1 #2 AWG 115A 130A 80A 100A 124.8A YES 235 1.36 4 1 31°0.96 3 1 #6 AWG 65A 75A 40A 50A 72A YES 235 1.66 5 1 31°0.96 3 1 #4 AWG 85A 95A 64A 80A 91.2A YES 60 0.43 6 1 31°0.96 3 1 #6 AWG 65A 75A 40A 50A 72A YES 150 1.06 7 1 31°0.96 3 1 #2 AWG 115A 130A 80A 100A 124.8A YES 100 0.58 8 1 31°0.96 3 1 #6 AWG 65A 75A 40A 50A 72A YES 100 0.71 9 1 31°0.96 3 1 #350 MCM 310A 350A 240A 300A 336A YES 30 0.10 10 2 31°0.96 3 1 #600 MCM 2 X 420A 2 X 475A 624A 780A 912A YES 10 0.03 11 2 31°0.96 3 1 #600 MCM 2 X 420A 2 X 475A 624A 780A 912A YES 10 0.03 TOTAL AC VOLTAGE DROP( FOR TAG 4, 10 & 11) (%)1.72 (*) NOTE: BI-FACIAL GAIN USED TO CONSIDER WORST CASE CONDITIONS FOR WIRE CALCULATIONS FOR SMA SUNNY TRIPOWER CORE1 33-US-41 (480V) INVERTER = [(MAXIMUM PV POWER) / (MODULE WATTAGE X BIFACIAL GAIN)] = [(50000) / (595 X 1.15)] = [50000/684.25] = 73.07 = 73 MODULES PER INVERTER INVERTER SPECIFICATIONS MANUFACTURER / MODEL #SMA SUNNY TRIPOWER CORE1 STP 50-US-41 (480V) INVERTER NOMINAL AC POWER 50000 W NOMINAL OUTPUT VOLTAGE 480 VAC NOMINAL OUTPUT CURRENT 64 A INVERTER SPECIFICATIONS MANUFACTURER / MODEL #SMA SUNNY TRIPOWER CORE1 STP 33-US-41 (480V) INVERTER NOMINAL AC POWER 33300 W NOMINAL OUTPUT VOLTAGE 480 VAC NOMINAL OUTPUT CURRENT 40 A WARNING LABELS RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK E-603 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 LABEL LOCATION: RSD INITIATION DEVICE, AC DISCONNECT PER CODE: CEC 690.56(C)(2) ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING LABEL LOCATION: COMBINER PANEL, AC DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC 706.15(C)(4), CEC 690.13(B) WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM LABEL LOCATION: MAIN SERVICE DISCONNECT, PRODUCTION/NET METER PER CODE: CEC 690.59, 705.12(C) LABEL LOCATION: MAIN SERVICE DISCONNECT, UTILITY METER PER CODE: CEC 690.13(B) POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. WARNING LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: CEC 705.12(B)(3)(2) LABEL LOCATION: AC DISCONNECT PER CODE: CEC 705.12(B)(3)(3) TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL WARNING LABEL LOCATION: COMBINER PANEL(S), MAIN SERVICE DISCONNECT PER CODE: CEC 110.27(C), OSHA 1910.145(f)(7) ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT LABEL LOCATION: DC DISCONNECT PER CODE: CEC 690.13(B) LABEL LOCATION: AC DISCONNECT PER CODE: CEC 690.13(B) LABEL LOCATION: MAIN SERVICE DISCONNECT PER CODE: CEC 690.56(C) ! ! ! ! ! PHOTOVOLTAIC POWER SOURCE LABEL LOCATION: DC CONDUIT/RACEWAYS PER CODE: CEC 690.31(D)(2) SOLAR PV DC CIRCUIT LABEL LOCATION: DC CONDUIT/RACEWAYS PER CODE: CEC 690.31(D)(2) LABEL LOCATION: AC DISCONNECT/POINT OF INTERCONNECTION PER CODE: CEC 690.54 PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OUTPUT CURRENT:608 A NOMINAL OPERATING AC VOLTAGE:480 V THIS EQUIPMENT FED BY MULTIPLE SOURCES: TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR WARNING! LABEL LOCATION: MAIN SERVICE DISCONNECT PER CODE: CEC 705.12(D), CEC 690.59 CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED ! SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY DO NOT DISCONNECT UNDER LOAD LABEL LOCATION: MAIN SERVICE DISCONNECT PER CODE: CEC 690.15(B) & CEC 690.33(D)(2) LABEL LOCATION: DC DISCONNECT/INVERTER/PV DIST. EQUIPMENT PER CODE: CEC 690.53 MAXIMUM DC VOLTAGE OF PV SYSTEM: 889.6V RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM MAIN PHOTOVOLTAIC SYSTEM DISCONNECT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PV SYSTEM DISCONNECT (E) INVERTERDC DISCONNECT(E) JUNCTION BOX (E) PV ARRAY INVERTERDC DISCONNECT(N) JUNCTION BOX (N) PV ARRAY x6 (N) AC ACCUMULATION PANEL-2 UTILITY METER MAIN SWITCH BOARD 1 1 12 2 3 4 5 6 7 8 12 10 11 (E) AC ACCUMULATION PANEL-1 x2 D.0 (N) PV SUSE DISCONNECT 11 TR MSB INV INV INV JB JB JB ACP JB INV INV JB JB INV INV ACP ACD INV INV INV JB RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK E-604 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 PLACARDS CAUTION MULTIPLE SOURCES OF POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: N S EW MAIN SWITCH BOARD (INSIDE ELECTRICAL ROOM) PV SUSE DISCONNECT (OUTSIDE THE WAREHOUSE) D.0 2041 E WILSHIRE, SANTA ANA, CA 92705, USA INVERTERS (ON CARPORT) INVERTERS (ON CARPORT) INVERTERS (ON CARPORT) RE V SHEET TITLE DA T E DE S C R I P T I O N RE V I S I O N S SI G N A T U R E W I T H S E A L PR O J E C T N A M E & A D D R E S S DRAWN DATE DRAWN BY 04/02/2026 PS SHEET NUMBER REVIEWED BY JVK R-001 FR E U D E N B E R G N O K - CA R P O R T S 20 4 1 E W I L S H I R E , SA N T A A N A , C A 9 2 7 0 5 , US A A. 0 PE R M I T P L A N CONTRACTOR GREENTECH RENEWABLES GREEN CONVERGENCE NO T F O R C O N S T R U C T I O N U N L E S S S I G N E D B Y T H E CO N T R A C T O R O R S E A L E D B Y P R O F E S S I O N A L E N G I N E E R 28476 WESTINGHOUSE PL. VALENCIA, CA 91355, USA PHONE NO: (661) 294-9999 CA LICENSE: #927678 (B, C-10, & C-39) 09 / 2 4 / 2 0 2 5 B. 0 AH J R E V I S I O N 02 / 2 5 / 2 0 2 6 C. 0 LA Y O U T U P D A T E 03 / 1 1 / 2 0 2 6 D. 0 AH J R E V I S I O N 04 / 0 2 / 2 0 2 6 RESOURCE DOCUMENT Sheet: 1File: .\Qcells_Data_sheet_Q.TRON_BLK_M-G2_series_415-440_2024-08_Rev04_NA.pdfMissing or invalid reference )25 '$7( /$&267$0($'2:6'5 6$10$5&26&$ 'HFHPEHU  :,/6+,5($9( 6$17$$1$&$ 67(/352-(&712 $&(52 3+21(   6758&785$/&$/&8/$7,216 39&$123< :,/6+,5($9( 352-(&7 0,66,219,(-2&$ 35(3$5(')25 0%$5&&216758&7,21 STRUCTURALSTATE OF CALIFORNIA D U S TI N K. R O S E PI N K REGISTERED PROFESS IONAL ENGINEER 39&$123<   :,'(27675[  2& -2%  /2$'6 SVI SVI SVI SVI SVI SVI &2'(6 0$7(5,$/63(&,),&$7,216 &2'(&%& 522)/,9(/2$' 6RODU (OHFW/2$' 0LVF/2$' 727$/522)'($'/2$'6,QFOXGHV%HDP:HLJKW *5281'612:/2$' 727$/'($'/2$'6,QFOXGHV%HDP &ROXPQ:HLJKW $//2:$%/(62,/9$/8(6 '5,//('3,(5)281'$7,216  SVI 9(57,&$/(1'%($5,1* /$7(5$/%($5,1*  SVI  SFI &21&5(7(675(1*7+)¶ F  SVL  SVI  SFI 3$66,9(35(6685( 5(,1)25&('&21&5(7( &2/')250('67((/ $670$*566)\ NVL $1&+25%2/76 $670)*5 &2/')250('67((/ %2/76 $670$25$ 5(,1)25&,1*67((/ $670$*5 6758&785$/67((/ +2752//(':)6+$3(6 $670$)\ NVL +2752//('0,6&6+$3(6 $670$)\ NVL +66&2/8016$670$)\ NVL +66%($06 $670$25$*5 $670$)\ NVL 3/$7(6  SVI 6.,1)5,&7,21'2:1 6.,1)5,&7,2183 6+$//2:635($')227,1*6 %($5,1*35(6685( &RGHV 0DWHULDOV RI Page 1 of 126 The geotechnical aspects of the plans and calculations have been reviewed and are found to be in general agreement with the project geotechncial investigation report (BSK Project No. G25000898, dated October 16, 2025) and addendum letter (BSK Project No. G25000898, dated November 17, 2025). dam Terronez, PE, GE BSK Associates signed 4/10/2026 39&$123<   :,'(27675[  2& -2%  -RE1DPH 'HVFULSWLRQ -RE1XPEHU  GHJ  IW  IW  IW  IW  IW  IW  IW ,, 6LWH$GGUHVV /DWLWXGH  GHJ )URP*RRJOH0DSV /RQJLWXGH  GHJ )URP*RRJOH0DSV 66  J )URP86*6 6  J )URP86*6  PSK  SVI  IW :LGWK%39  IW  LQ 6KRUWHU'LPHQVLRQ  PP /HQJWK/39  IW  LQ /RQJHU'LPHQVLRQ  PP :HLJKW:39  OE  NJ 'HDG/RDG  SVI  PP 6RODU (OHFW SVI 0LVF SVI 3XUOLQV  SVI %HDPV  SVI &ROXPQV  SVI 7RWDO  SVI *URXQG6QRZSJ &ROXPQ6SDFLQJ6& :,/6+,5($9(:,/6+,5($9(6$17$$1$&$ 5LVN&DWHJRU\, 5RRI6ORSH$QJOHθ $OORZHG*UDGH&KDQJHV+*5 5LVN&DWHJRU\,, 5LVN&DWHJRU\,,,RU,9 0D[&ROXPQ+HLJKW+&2/ +HLJKWDW%DVHRI&ROXPQ+ 0HDQ5RRI+HLJKW+] 5LVN&DWHJRU\ 5HTXLUHG&OHDU+HLJKW+&/5 352-(&7,1)250$7,21 39&$123< 0HWULF'DWD62/$53$1(/-$62/$5-$0' 'LUHFW%ROW6SDFLQJ⊥ UWR3XUOLQ  LQ   :,'(27675[  2& 6WUXFWXUH6ORSH:LGWK: 352-(&7,1)250$7,21 6758&785('$7$ (OHYDWLRQ$6/]J '($'/2$'6 3URMHFW,QIR RI Page 2 of 126 39&$123<   :,'(27675[  2& -2%  352-(&7,1)250$7,21 12  LQ  LQ  SFI /5  SVI 3  OE 3RLQW/LYH/RDG 1RWFRQFXUUHQWZLWK/U  SVI → ,PSRUWDQFH)DFWRU,6   SVI  &H&W,SJ  SVI  6SJ  SVI 9  PSK ([SRVXUH & * )$/6(  0:) .]  & & .]  .]W  .G .H  758( 6LWH&ODVV '6WLII6RLO &W  5 [  ȍR 7/  &G ȡ  ,H ' 66  J 6  J )D )9  606 )D66  J 60 )96 6'6  606  J 6'  60 +F 12/,0,7 &21&5(7(%2//$5' 612:/2$' 522)/,9(/2$' :,1'/2$''(6,*13$5$0(7(56 6HLVPLF/DWHUDO'ULIW/LPLWǻD”  J  J *URXQG6QRZSJ 6HLVPLF'HVLJQ&DWHJRU\ $6&(†*URXQG0RWLRQ+D]DUG$QDO\VLV 6QRZ/RDG1RWDGGHGWR6HLVPLF:HLJKW &OHDU:LQG)ORZ2QO\ ([SRVXUH)DFWRU&H 6ORSH)DFWRU&6 )ODW5RRI6QRZ/RDGSI 6HLVPLF6QRZ/RDGS6( 6(,60,&'(6,*13$5$0(7(56 7HPSHUDWXUH)DFWRU&W %ROODUG'LDPHWHU'%/ +HLJKW$ERYH*UDGH+%/ &RQFUHWH'HQVLW\ρF  6ORSH5RRI6QRZ/RDGS6  3URMHFW,QIR RI Page 3 of 126 39&$123<   :,'(27675[  2& -2%  S'  SVI ↓ >3URMHFW,QIR@ $6&( 5HIHUHQFHV  PSK 5LVN  GHJ ([SRVXUH & )$/6(  IW  IW :39/39  VTIW .] .]W † .G .H † “K (T :LQG=RQHD  IW &1:'  &1:8   :LQG/RDGV* † 'RZQZDUG S: '1  TK*&1:'  SVI ↓ 8SZDUG S: 83  TK*&1:8   SVI ↑ &V )LJ  SVI 7DEOH >@ 7DEOH  SVI &VSI  SVI (T '6 3  SVI ↓  3  SVI ↓  3  SVI ↓ D 3   SVI ↑  6RODU3DQHO'LPHQVLRQV '($'/2$' :,1'/2$'63(5$6&(&K ':'1 62/$53$1(//2$'6 0D[8S $6'62/$53$1(//2$'&20%,1$7,216 *URXQG6QRZ/RDGSJ ,PSRUWDQFH)DFWRU V )ODW5RRI6QRZ/RDGSI 6ORSH5RRI6QRZ/RDGSV ←0$6WDWH%OGJ&RGH7DEOH ':'16 ':83 0D['RZQ &OHDU:LQG)ORZ2QO\ 0D['RZQ 0D['RZQ )LJ (T  SVI 612:/2$' .].]W.G.H9 >†@ >†@ $6&()LJXUH :LQG6SHHG9 5RRI6ORSH$ 3DQHO:LGWK:39 3DQHO/HQJWK/39 3DQHO$UHD$39  6RODU3DQHO:LQG RI Page 4 of 126 39&$123<   :,'(27675[  2& -2%  $:(≤D            D$:(≤D            $:(!D            $:(≤D            D$:(≤D            $:(!D            $:(≤D            D$:(≤D            $:(!D            $:(≤D            D$:(≤D            $:(!D            $:(≤D            D$:(≤D            $:(!D                                                   0,1 83  : / 0$; 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The enclosed report describes our geotechnical investigation performed at the Freudenberg-Nok (Site), and our conclusions and geotechnical design recommendations for the project. In summary, it is our opinion that the Site is suitable for the proposed improvements from a geotechnical point-of-view provided the recommendations presented in this report are incorporated in the design and construction of the project.The conclusions and recommendations presented in the enclosed report are based on limited subsurface investigation and laboratory testing programs. Consequently, variations between anticipated and actual subsurface soil conditions may be found in localized areas during construction. If significant variation in the subsurface conditions is encountered during construction, BSK should review the recommendations presented herein and provide supplemental recommendations if necessary. Additionally, design plans should be reviewed by our office prior to their issuance for conformance with the general intent of our recommendations presented in the enclosed report. We appreciate the opportunity to support you on this project and trust this report satisfies your current requirements. Should you have any questions regarding its contents, please contact us at 661-327-0671. Sincerely, BSK Associates Neil McConnell Senior Professional Adam Terronez, PE, GE Managing Principal 4820 Rosedale Lane Bakersfield, CA, 93314 P 661-327-0671 www.bskassociates.com Environmental, Geotechnical, Construction Services, Analytical Testing -An Employee-Owned Company TABLE OF CONTENTS 1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1 Site Location and Surface Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.2 Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.3 Purpose and Scope of Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.4 Findings and Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2.0 SITE INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.1 Field Exploration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.1.1 Auger Borings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.1.2 Cone Penetration Tests. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.2 Laboratory Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 3.0 SITE GEOLOGY AND SEISMICITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4.0 SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 4.1 Subsurface Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 4.2 Groundwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 5.0 SUMMARY OF GEOTECHNICAL FINDINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 5.1 Geotechnical Foundation Design Parameters . . . . . . . . . . . . . . . . . . . . . . . . . . 9 5.2 Fault-Related Ground Surface Rupture and Ground Shaking . . . . . . . . . . . . . 9 5.3 Expansive Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 5.4 Liquefaction Potential and Dynamic Compaction/Seismic Settlement Potential . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 5.5 Cyclic Softening of Clay-Like Fine-Grained Soils . . . . . . . . . . . . . . . . . . . . . . 12 5.6 Hydro-Collapsible Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 5.7 Corrosion Potential . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 6.0 RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 6.1 Foundation Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 6.1.1 Lateral Earth Pressures and Frictional Resistance . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 6.1.2 Mat Foundations (Concrete Equipment Slab-on-Grade). . . . . . . . . . . . . . . . . . . . . . . 14 6.1.3 Additional Considerations for Shallow Foundations. . . . . . . . . . . . . . . . . . . . . . . . . . . 16 6.1.4 Drilled Piers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 6.2 2022 CBC Mapped Seismic Design Parameters . . . . . . . . . . . . . . . . . . . . . . . . 18 6.3 Earthwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 6.3.1 Site Stripping/Demolition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 6.3.2 Existing Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 6.3.3 Overexcavation Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 6.3.4 Excavation, Shoring, and Backfill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page iii 6.3.5 Fill Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 6.3.6 Compaction Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 6.3.7 Weather/Moisture Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 6.4 Site Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 6.5 Plan Review and Construction Observation . . . . . . . . . . . . . . . . . . . . . . . . . . 24 7.0 ADDITIONAL SERVICES AND LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 7.1 Additional Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 7.2 Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 8.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page iv FIGURES Figure 1 Vicinity Map Figure 2 Exploration Location Map APPENDICES Appendix A Boring Logs Appendix B CPT Summary and Shear Wave Velocities Appendix C Laboratory Test Results Appendix D Liquefaction Analyses Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page v 1.0 INTRODUCTION BSK Associates (BSK) has prepared the following report which presents the results and conclusions of our geotechnical investigation for the Freduenberg-Nok Solar Carports Project. This report contains a description of our site investigation methods and findings at the Site, including field and laboratory data. 1.1 Site Location and Surface Description The project Site is located within the Freudenberg-Nok facility parking lot located at 2041 Wilshire Avenue, Santa Ana, California. The Site surface is currently a paved area with 4 to 4.5 inches of asphalt concrete followed by 4 to 5 inches of aggregate base. The WGS84 GPS coordinates for the approximate center of the Site are 33.732288 degrees North latitude and 117.838270 degrees West longitude.A Vicinity Map showing the location of the Site is presented on Figure 1. 1.2 Project Description BSK understands that the site is located within the parking lot areas surrounding the Freudenberg-Nok property in Santa Ana, California. BSK understands that the site will have fixed tilt solar PV structures in the parking lot areas. The project will consist of solar carports with a total system size of 241 kW DC supported on pole-type foundations, such as drilled piers. The planned construction will also include electric trenching and equipment pads to support inverters and associated equipment. Based on previous similar projects, foundation dead loads (DL) are light to moderate. Governing loads in foundation design for the solar panels would be lateral loads and uplift loads. A maximum deflection of 0.5 inch at ground level should be considered in pier design. The approximate location(s) of the proposed project improvements were provided by Green Covergence and are overlain on a Google Earth Pro image on the attached Exploration Location Map,Figure 2. If the actual site and project descriptions differ significantly from that described above, especially the amount of grading anticipated for the project, BSK should be notified, so that we can review our scope of services and associated recommendations for applicability. A site grading plan was not available at the time of preparation of this report. It is anticipated that minimal cuts and/or fills for near surface equipment pads may be required for the project. In the event that changes occur in the nature or design of the project, the conclusions and recommendations contained in this report will not be considered valid unless the changes are reviewed and the conclusions of our report are modified. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 1 1.3 Purpose and Scope of Services The purpose of this investigation was to explore and evaluate the subsurface conditions at the Site to provide geotechnical input for the design and construction of the planned improvements.The scope of services, as outlined in our proposal dated July 3, 2025 (Proposal No. G25000898)consisted of prefield activities, a field investigation, laboratory testing, engineering analysis, and preparation of this report. Our investigation specifically excludes the assessment of site environmental characteristics, particularly those involving hazardous substances. Our scope of services did not include the evaluation of contaminants in the soil, water, or air. 1.4 Findings and Conclusions Based on the results of our investigation, it is our opinion that the proposed project as described in "Project Description"section of this report, is feasible from a geotechnical point-of-view and may proceed as planned. This conclusion assumes that the recommendations presented in this report will be incorporated into the design and construction of this project. Additional discussions, conclusions, and recommendations are detailed in the sections below. Specific recommendations regarding geotechnical design and construction aspects for the project are presented in the “Recommendations” section of this report. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 2 2.0 SITE INVESTIGATION 2.1 Field Exploration Our field investigation was performed on September 2, 2025 to evaluate the subsurface conditions at the Site for the planned construction.As outline in our proposal, our field investigation consisted of drilling four (4) exploratory borings (B-1 through B-4) that were extended to a maximum depths of about 49.5 feet below existing ground surface (bgs). In addition, three (3) Cone Penetrometer Tests (SCPT-1 through SCPT-3) were advanced near the proposed solar carports to depths of about 50.3 to 50.4 feet BGS, the approximate locations of drilled borings and SCPTs soundings are shown on Figure 2. Prior to commencing subsurface exploration, detectable underground utilities at each exploration location were identified and marked using Ground Penetrating Radar Systems, LLC (GPRS) to avoid potential conflicts with subsurface utilities and structures. Additionally,Underground Service Alert of Southern California (DigAlert) was contacted to provide utility clearance. Upon completion of the field investigation, Borings B-1 through B-4 were backfilled using soil cuttings generated during drilling and capped with black-dyed, quick-setting concrete (Quickrete) to match the surrounding surface. Upon completion, SCPT-1 though SCPT-3 were backfilled with grout and capped with cold patch asphalt to match the surrounding surface. All excess soil cuttings were properly disposed of on-site. The locations of the borings were estimated in the field by our representative using approximate measurements from existing surface features at the Site. Ground surface elevations indicated on the boring logs were derived from publicly available topographic data obtained via Google Earth Pro. Accordingly, both the horizontal and vertical coordinates of the borings should be considered approximate and are subject to the inherent limitations of the referenced methods. Summary of borings and SCPTs are provided in the table below. TABLE 2-1 EXPLORATION SUMMARY Exploration Approximate Latitude Approximate Longitude Approximate Exploration Depth (ft) B-1 33.732492°-117.838677°49.5 B-2 33.732282°-117.838395°30.0 B-3 33.732157°-117.838464°30.0 B-4 33.732523°-117.837647°49.5 SCPT-1 33.732427°-117.838677°50.3 Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 3 TABLE 2-1 EXPLORATION SUMMARY Exploration Approximate Latitude Approximate Longitude Approximate Exploration Depth (ft) SCPT-2 33.732155°-117.838389°50.3 SCPT-3 33.732433°-117.837644°50.4 2.1.1 Auger Borings A total of four (4) borings were extended to depths ranging from approximately 30 to 49.5 feet bgs using a CME 75 truck-mounted drill rig equipped with 8-inch diameter hollow stem augers. Drilling and sampling operations were performed by Baja Exploration of Escondido, California, under subcontract to BSK Associates (BSK). The borings were logged in the field by a BSK representative in general accordance with ASTM D2488,Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). Relatively undisturbed samples of the subsurface materials were obtained using a split spoon sampler fitted with stainless steel liners. The general diameter measurements of the sampler are about 3-inches for the outside diameter, and about 2½-inches for the inside diameter (ID).In addition, disturbed samples were obtained with an un-lined 1.4-inch inner diameter SPT sampler. The samplers were driven by the force of a 140-pound, semi-automatic, down-hole trip hammer, dropping 30-inches. The successive blow counts were recorded for 6-inch penetration intervals until the sampler advanced 18-inches. The blow counts for each interval are reported on the final boring log. After the 2½ ID split spoon sampler was withdrawn from the borehole, the soil samples, each contained by the approximately 6-inch long liners, were removed from the sampler, sealed to reduce moisture loss, labeled, and returned to our laboratory.The blow counts are shown adjacent to the samples on the boring logs. The samples obtained from the SPT sampler were placed into sealed plastic bags. Soil determinations made in the field, based on visual/manual assessment of the auger cuttings and samples, were re-evaluated in the laboratory after further examination and testing. Where laboratory tests were performed, the results appear in the final boring log, except for the corrosion test results, which are presented in the Laboratory Test Results Appendix. Final soil classification was evaluated through the judgement of a responsible Geotechnical Engineer supplemented with the laboratory testing at various intervals in general accordance with the ASTM Standard Practice for Classification of Soils for Engineering Purposes (D2487). A summary of the Unified Soil Classification System (USCS), adapted from ASTM D2487 and D2488 is presented in the Boring Logs Appendix. The Soil Description Key and Log Key are presented in the Boring Logs Appendix. Sample classifications and blow counts recorded during sampling, and other related information Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 4 are presented on the soil boring logs, within the Boring Logs Appendix.Discussion of the subsurface conditions encountered at the Site is presented in the “Subsurface Conditions” section of this report. 2.1.2 Cone Penetration Tests Three (3) seismic cone penetration tests (SCPTs) were advanced to approximately 50.3 to 50.4 feet bgs located approximately as shown on Figure 2.Kehoe Testing & Engineering of Huntington Beach was subcontracted to provide SCPT sounding services. The SCPTs were performed using an integrated electronic cone system in accordance with ASTM D3441. The cone has a tip area of 15 square centimeters, a friction sleeve area of 150 square centimeters, and a ratio of end area friction sleeve to tip end area equal to 0.80. The cone bearing tip resistance (Qc) and sleeve friction (Fs) were measured and recorded during the tests at every 5-centimeter (about 2 inch) depth intervals. In addition, shear wave velocities were measured at 5-foot intervals in each SCPT. The cone system was pushed using an all-wheel drive CPT rig having a down pressure capacity of approximately 20 tons. The information gathered from the seismic CPTs was used for identifying potential liquefiable and soft soils and for foundation design. The CPT data (cone resistance, friction ratio, pore pressure, and soil behavior type) versus penetration depth below the existing ground surface, generated using the CPT Liquefaction Assessment Software (CLiq3.0), are presented in the CPT Summary and Shear Wave Velocities Appendix. The stratigraphic interpretation of the seismic CPT data was performed based on relationships between cone bearing and sleeve friction versus penetration depth. The friction ratio (Rf), which is sleeve friction divided by cone bearing, is a calculated parameter which is used to infer soil behavior type. Generally, cohesive soils (clays) have high friction ratios, low cone bearing and generate large excess pore water pressures. Cohesionless soils (sands) have lower friction ratios, high cone bearing and generate small excess pore water pressures. The interpretation of soil properties from the cone data has been carried out using correlations developed by Robertson et al, 1986 and 1990, and Lunne, Robertson & Powell, 1997. It should be noted that it is not always possible to clearly identify a soil type based on cone bearing (Qc) and sleeve friction (Fs). In these situations, experience and judgment and an assessment of the pore pressure dissipation data should be used to infer the soil behavior type. 2.2 Laboratory Testing Laboratory tests were performed on selected soil samples to evaluate their physical characteristics and engineering properties.The laboratory testing program included: Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 5 •In-situ moisture content, •Dry density, •Shear strength, •Consolidation potential, •Expansion index, •Plasticity Index •Gradation of the materials •Fines content, and •Corrosion characteristics. Geotechnical laboratory test results are presented on the Boring Logs and presented graphically in the Laboratory Test Results. Analytical testing was performed on samples obtained from depths of about 0 to 5 feet bgs in Boring B-1 to assist in evaluating the corrosion potential of the soils at the Site. The corrosion results are presented in the Laboratory Test Results and were performed using ASTM or Caltrans methods. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 6 3.0 SITE GEOLOGY AND SEISMICITY The site is located in the Coastal Plain portion of the Peninsular Ranges geomorphic province with the Santa Ana Mountains located to the east and northeast. Southeast of the Site are the San Joaquin Hills comprised of uplifted and folded Tertiary age sedimentary rocks with some granitic and/or volcanic intrusive rocks.Tectonism of the region is dominated by the interaction of the East Pacific Plate and the North American Plate along a transform boundary.The site is located on Holocene and late Pleistocene alluvial fan deposits. Based on review of the Geologic map of Orange County (Bedrossian et al., 2012), this Site is mapped as being underlain by Young Alluvial Fan Deposits (map symbol: Qyf),consisting of unconsolidated to slightly consolidated, undissected to slightly dissected boulder, cobble, gravel, sand, and silt deposits.Sandy silts with clay, poorly graded sand deposits with silts, silty sand, sandy silts and little gravel are encountered during geotechnical drilling at the subject site, and are consistent with the geologic setting above. The project site is not located within an Alquist-Priolo Earthquake Fault Zone and no mapped active fault traces are known to traverse the project site. The closest Earthquake Fault Zone to the site is shown in the table below. TABLE 3-1 FAULT DISTANCE North Branch Fault (Newport Beach)9.5 miles, Southwest Whittier Fault 12.5 miles, Northeast Tin Mine Fault 14.9 miles, Northeast Main Street Fault 15.7 miles, Northeast Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 7 4.0 SUBSURFACE CONDITIONS 4.1 Subsurface Materials According to the materials encountered within our explorations, the Site is generally underlain by interbedded layers of silty sand, poorly-graded sand with silt, sandy silty clay, clay with sand, silt clayey sand, and sandy silt to the maximum depth explored of 49.5 feet bgs.The soils on a consolidation test have a low to medium compressibility and low expansion potential upon saturation.The expansion index results show a low expansion potential (EI = 21)at Boring B-1, see "Expansive Soils" discussion section of this report.Soils were found to have a low potential for hydro-collapse but a slight potential for heave, see "Hydro-Collapsible Soils" discussion section of this report.Mitigation measures for hydro-collapse are included in the "Overexcavation Requirements" section of this report. 4.2 Groundwater At the time of the field exploration in September 2, 2025, groundwater was not observed in our soil borings completed to a maximum depth explored of 49.5-feet bgs. Based on the groundwater elevation data from the California Department of Water Resources (DWR), the historic high groundwater depth in the vicinity was recorded to be 58.8 feet bgs in State Well Number 05S09W17N002S on February 7, 1984. In addition, based on the review of Seismic Zone Hazard Report for the Tustin 7.5 Minute Quadrangle, Orange County, dated 1997 (SZHR 012, Plate 1.2), historic groundwater depths are reported to be between 25 and 30 feet bgs. At the site, the historic high groundwater depth is estimated to be approximately 27 feet bgs. It should be noted that groundwater levels can fluctuate several feet depending on factors such as seasonal rainfall, groundwater withdrawal, and construction activities on this or adjacent properties or if water seepage from leaking pipelines or other exposed improvements within excavations is encountered. The above is a general description of soil and groundwater conditions encountered at the Site. For a more detailed description of the soils encountered, refer to the Boring Logs. It should be noted that subsurface conditions can deviate from those conditions encountered at the exploration locations. If significant variation in the subsurface conditions is encountered during construction, it may be necessary for BSK to review the recommendations presented herein and recommend adjustments as necessary. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 8 5.0 SUMMARY OF GEOTECHNICAL FINDINGS 5.1 Geotechnical Foundation Design Parameters Design geotechnical parameters are based on subsurface materials encountered within the explorations, interpretation of the area geology, geotechnical laboratory testing,and previous experience in the project vicinity. Consideration was also given to correlations with sample penetration rates for borings. The results of the laboratory tests are provided in Laboratory Test Results.The table below provides a summary of preliminary design parameters for soils used in analysis for the project. TABLE 5-1 SOIL DESIGN PARAMETERS Depth (ft)Material Effective Unit Weight1, γ (pcf) Friction Angle, Φ (degrees) Cohesion, c (psf) Collapse (%) Consolidation (%) (Based on Boring, B-1) 3-3.5 SILTY SAND 118.7 ---0.13 5.3 9.5-10 SANDY LEAN CLAY 123.8 32 280 -- (Based on Boring, B-2) 6-6.5 SAND WITH SILT 1202 33 200 -- (Based on Boring, B-4) 24-24.5 SANDY LEAN CLAY 97 29 320 -- Notes:1Based on approximate groundwater elevation, see Groundwater 2Estimated effective unit weight based on nearby soils 5.2 Fault-Related Ground Surface Rupture and Ground Shaking As discussed in the “Site Geology and Seismicity” section of this report, the Site is located approximately 9.5 miles of the nearest active fault and is located within a highly seismic area. Therefore, we expect the Site to be subjected to ground shaking during a significant seismic event on the active faults in the region during the design life of the project. Because no known active faults cross or project toward the Site, we conclude that the potential for fault-related surface rupture at the Site is low. Mitigation of ground shaking should be addressed by incorporating pertinent seismic requirements of the 2022 California Building Code (CBC) in the design of the new structures for the project. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 9 5.3 Expansive Soils Soils encountered in the upper approximately 5 feet bgs are indicative of soils having a low expansion potential when exposed to cycles of moisture fluctuation. The soils tested from a sample collected from Boring B-1 between 0 and 5 feet bgs had an expansion index of 21. The Expansion Index test results are presented in Laboratory Test Results. 5.4 Liquefaction Potential and Dynamic Compaction/Seismic Settlement Potential Liquefaction is a condition where saturated, granular soils undergo a substantial loss of strength and deformation due to pore pressure increase, resulting from cyclic stress application induced by earthquakes. In the process, the soil acquires mobility sufficient to permit both horizontal and vertical movements if the soil is not confined. Soils most susceptible to liquefaction are loose, clean, uniformly graded, silt and fine sand, as well as some lean clay deposits. Another type of seismically induced ground failure, which can occur as a result of seismic shaking, is dynamic compaction or seismic settlement. Such phenomena typically occur in unsaturated, loose granular material or uncompacted fill soils. In general, the soils encountered below the pavements in the test borings drilled included interbedded layers of silty sand, poorly-graded sand with silt, sandy silty clay, clay with sand, silt clayey sand, and sandy silt to the maximum depth explored of 49.5 feet bgs.The soils observed in the borings corrobrate with the CPT results. During this investigation, groundwater wasn't encountered to the maxium depth explored. Seismic Zone Hazard Report for Tustin 7.5 Minute Quadrangle dated 1997 (SZHR 012, Plate 1.2), historic groundwater depths are reported to be around 27 feet bgs. In Addition, and based on review of the of the SZHR report of Tustin, and the California Earthquake Hazard Zone application (EQ Zapp: California Earthquake Hazards Zone Application), the project site is located within an area mapped with a high liquefaction hazard zone designated by the State of California. The potential for soil liquefaction and seismic-induced dry settlements during a seismic event was evaluated using the LiqSVs computer program (version V.2.3.3.11) developed by GeoLogismiki. The analysis incorporated data from test borings SCPT-1, SCPT-2, and SCPT-3 conducted as part of this investigation. A maximum earthquake magnitude of 7.71 Mw was used, based on seismic source deaggregation from the USGS 2018 Interactive Deaggregation tool (https://earthquake.usgs.gov/nshmp/hazard/disagg), along with the historical high groundwater depth of 27 feet bgs. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 10 Input parameters for the liquefaction and settlement analyses were based upon: •PGAM of 0.59g. •Magnitude 7.71. •Assumed depth to groundwater of 27 feet bgs. •A Factor-of-Safety of 1.3 was used for analysis. The results of this analysis indicated total seismic settlements, with siesmic induced dry settlement and cyclic softening, of about 2.6 inches may occur due to a design level seismic event.Potentially liquefiable and cyclic softened layers were identified in soils between depths of 28 to 50 feet bgs. The seismic settlement analyses are attached in the Liquefaction Analyses Appendix. TABLE 5-2 ESTIMATED SEISMICALLY INDUCED SETTLEMENT SUMMARY Structure Exploration Liquefaction Induced Settlement (inch) Cyclic Softening Induced Settlement (inch) Seismic-Induced Dry Settlement (inch) Total Seismic Settlement (inch) Carports (West Side)SCPT-1 0.85 0.82 0.34 2.01 Carports (South Side)SCPT-2 1.05 0.96 0.58 2.59 Carports (East Side)SCPT-3 0.39 1.19 0.12 1.7 Potential seismically induced differential settlement is anticipated to be as much as 0.89 inches over a horizontal distance of 240 feet. Although the total potential seismically induced settlement at the site improvements is greater than 1 inch, the differential settlement is less than 0.5 inch over a horizontal distance of 30 feet. Therefore, no additional ground improvements are necessary for the proposed improvements, provided the total and differential settlements are deemed tolerable by the Structural engineer. Based on the results of this investigation, due to the clay layers and depth to liquefiable soils, the potential for a loss of bearing capacity due to surface manifestations caused by liquefaction is low for improvements supported on shallow and mat foundations. Based on the results of this investigation, to reduce the potential for loss of support during a seismic event, this report recommends CIDH pier foundation for proposed solar canopies extend to depths of at least 16 feet bgs. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 11 5.5 Cyclic Softening of Clay-Like Fine-Grained Soils Cyclic softening of clays is commonly understood as the reduction in soil stiffness and strength due to repeated cyclic loading. Because a number of the soil layers encountered in the borings and CPTs were considered sensitive/contractive soils, based on the friction ratio versus penetration resistance plot, we ran CLiq with “clay-like” behavior to check for cyclic softening. The clay layers prone to cyclic softening according to CLiq are below a depth of about 36 feet bgs. We have accounted for a reduction in shear strength in the clays below a depth of 36 feet bgs in our analyses to account for the cyclic softening phenomenon during an earthquake. If we assume a maximum 0.5%volumetric strain of the layers potentially prone to cyclic softening,CLiq estimates about 2.6-inch of total settlement due to cyclic softening in the upper 50 feet bgs for CPT-2. See the settlement summary table in Section 5.4 of this report for the estimated settlements and the Liquefaction Analyses Appendix for a summary report of the calculations. 5.6 Hydro-Collapsible Soils Hydrocollapse (also known as hydrocompression or hydroconsolidation) refers to the phenomenon where loose, dry, low-density soils experience sudden compressibility upon wetting. Laboratory testing conducted on a relatively undisturbed near-surface soil sample indicated less than -0.2 percent (heave)when wetted under a load of 1.4 kips per square foot. This result suggests a slight potential for heave in the native soils. Based on our experience in the project area and preliminary laboratory data, the risk of hydrocollapsible soils adversely impacting the site is considered low.Provided that the site development incorporates the following measures: •Foundations are supported on a uniform layer of engineered fill. •Proper drainage systems are designed and implemented for both the structures and the overall site. Adherence to these recommendations during construction will help mitigate potential issues related to hydro-collapse. 5.7 Corrosion Potential Soil sample was collected during our subsurface investigation at depths from 1 to 4 feet bgs in Boring B-1 and submitted for corrosion testing. The samples were tested for pH, resistivity, chloride content, and sulfate content in accordance with Caltrans test methods. The test results are presented at the end of Laboratory Test Results. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 12 Based upon the minimum resistivity results value of 2,800 ohm-centimeters, the soils tested were classified as having a mildly corrosive potential to buried metal objects (per National Association of Corrosion Engineers, Corrosion Severity Ratings). Sulfate ion concentrations were detected less than 50 around parts per million (ppm). These results are indicative of exposure categories S0 per Table 19.3.1.1 of ACI 318-19. The water-soluble chloride content exposure class is C0 per Table 19.3.1.1 of ACI 318-19, as long as proper site drainage does not allow ponding water to make contact with buried concrete and footings are not buried below groundwater depths.It is recommended that all buried iron, steel, cast iron, ductile iron, galvanized steel, and dielectric coated steel or iron be properly protected against corrosion depending upon the critical nature of the structure. Because we are not corrosion specialists, we recommend that a corrosion specialist be consulted for advice on proper corrosion protection for underground piping which will be in contact with the soils and other design details. The above are general discussions. A more detailed investigation may include more or fewer concerns and should be directed by a corrosion expert. BSK does not practice corrosion engineering. Consideration should also be given to soils in contact with concrete that will be imported to the Site during construction, such as topsoil and landscaping materials, which typically contain fertilizers and other chemicals that can be highly corrosive to metals and concrete. Any imported soil or landscaping materials should not be any more corrosive than the on-site soils and should not be classified as being more corrosive than "moderately corrosive." Also, on-site cutting and filling may result in soils contacting concrete that were not anticipated at the time of this investigation. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 13 6.0 RECOMMENDATIONS Presented below are geotechnical recommendations for the proposed improvements, seismic considerations, and earthwork as well as associated construction considerations for this project. 6.1 Foundation Recommendations 6.1.1 Lateral Earth Pressures and Frictional Resistance Provided the Site is prepared as recommended above, the following earth pressure parameters for footings may be used for design purposes.The parameters shown in the table below are for drained conditions of select engineered fill or undisturbed native soil. TABLE 6-1 RECOMMENDED STATIC LATERAL EARTH PRESSURES FOR FOOTINGS Lateral Pressure Condition Equivalent Fluid Density (pcf) Drained Condition Active Pressure 42 At Rest Pressure 62 Passive Pressure 300 The lateral earth pressures listed herein are obtained by the conventional equation for active, at rest, and passive conditions assuming level backfill and a bulk unit weight of 120 pcf for the Site soils.A coefficient of friction of 0.35 may be used between soil sub-grade and the bottom of footings. The coefficient of friction and passive earth pressure values given above represent ultimate soil strength values.BSK recommends that a safety factor consistent with the design conditions be included in their usage in accordance with Sections 1806.3.1 through 1806.3.3 of the 2022 CBC.For stability against lateral sliding that is resisted solely by the passive earth pressure against footings or friction along the bottom of footings, a minimum safety factor of 1.5 is recommended.For stability against lateral sliding that is resisted by combined passive pressure and frictional resistance, a minimum safety factor of 2.0 is recommended.For lateral stability against seismic loading conditions, a minimum safety factor of 1.2 is recommended. 6.1.2 Mat Foundations (Concrete Equipment Slab-on-Grade) We recommend the criteria presented in the table below be incorporated into the design of mat foundations for this project, provided the recommendations in the "Earthwork" section of this report are followed. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 14 TABLE 6-2 MAT FOUNDATION CRITERIA (1) Static Allowable Bearing Capacity2 1,000 psf Seismic/Wind Allowable Bearing Capacity2 1,500 psf Allowable Resistance (Equivalent Fluid Pressure)3, 4 235 Allowable Coefficient of Friction4 0.35 Modulus of Vertical Subgrade Reaction5 90 psi/in Minimum Slab Thickness6 at the Edges 12 inches Notes: 1.Mat slab foundations should be supported on a minimum of 12 inches of compacted Caltrans Class 2 aggregate base to provide enhance slab support, over the engineered fill section recommended in Earthworks section of this report. If moisture vapor through the slab is objectionable (i.e., moisture sensitive flooring or objects will be placed over slabs), a vapor barrier at least 15 mils thick and capillary moisture break consisting of a minimum 6-inch-thick layer of crushed drain rock should be installed underneath mat foundations. If used, the crushed drain rock layer may substitute an equivalent amount of the recommended aggregate base layer. The crushed rock layer should be ¾-inch maximum size with no more than 10 percent by weight passing the #4 sieve. 2.Includes a factor of safety of at least 3 for static loading and at least 2 for transient loading (i.e., seismic or wind conditions). 3.Neglect upper 1 foot if surface is not confined by concrete slab or pavement. For foundations located on or proximate to sloping ground , such as bioretention areas, the passive resistance should be neglected in the upper portion of the foundation until there is a horizontal distance of at least 7 feet between the slope face and the nearest edge of the foundation. 4.The allowable coefficient of friction and passive resistance may be used concurrently, and the passive resistance can be increased by one-third for wind and/or seismic loading. Values include a factor of safety of at least 1½. 5.Based on a one square foot bearing plate. This unadjusted value needs to be adjusted for the actual size of the mat as follows: a.Multiply by [(m+0.5)/(1.5 x m)] where m is the ratio of the mat length divided by its width (unitless). b.If a computer program is used to design the mat for this project and it requires the input of a modulus of subgrade reaction for the Site, the designer should check whether the program requires input of the unadjusted or adjusted modulus of vertical subgrade reaction. 6.Below lowest adjacent finished grade.The thickened edge should be a minimum of 12 inches wide. The slab designer should determine the slab concrete thickness and reinforcing. If the mat slab is below grade, the thickened edge can be eliminated. Provided the mat foundations are designed according to the recommendations presented above and constructed properly, total and differential elastic settlement are estimated to be on the order of 1-inch and ½-inch, respectively. Differential settlement is defined in Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 15 this report as the vertical difference in settlement across a horizontal distance of 30 feet, whichever is less. A majority of the estimated elastic settlement is expected to occur during construction as the foundation is loaded. 6.1.3 Additional Considerations for Shallow Foundations Where foundations are located adjacent to below-grade structures (including existing footings) or near major underground utilities, the foundation should extend below a 1H:1V (horizontal to vertical) plane projected upward from the structure foundation or bottom of the underground utility to avoid surcharging the below grade structure and underground utility with foundation loads. Where this is not possible or feasible, we recommend that CLSM be used to backfill the portion of the utility trench that extends below the 1H:1V projection. Also, if a utility crosses under the mat slab, if it is located within 2 x W of the bottom of the slab, where W = width of the slab, the utility should be encased in CLSM or lean concrete. If a perpendicular utility is located below a depth of 2 x W below the slab, the utility does not need to be encased in CLSM or lean concrete, but the trench should be backfilled with CLSM a distance of 2 feet laterally on each side of the edge of the slab. In addition, where utilities cross through the slab, flexible waterproof caulking should be provided between the sleeve and the pipe. Utility plans should be reviewed by BSK prior to trenching for conformance to these requirements. Concrete for foundations should be placed neat against firm native soil or engineered fill.It is critical that foundation excavations not be allowed to dry before placing concrete.If shrinkage cracks appear in the foundation excavations, the excavations should be thoroughly moistened to close all cracks prior to concrete placement. The foundation excavations should be monitored by a representative of BSK for compliance with appropriate moisture control and to confirm the adequacy of the bearing materials. Where utilities cross under the perimeter footings line and enter “interior” space, the trench backfill should consist of a vertical barrier of impervious type material as explained in the “Earthwork” section of this report. In addition, where utilities cross through footings, flexible waterproof caulking should be provided between the sleeve and the pipe. Utility plans should be reviewed by BSK prior to trenching for conformance to these requirements. 6.1.4 Drilled Piers We recommend the following criteria be incorporated into the design of drilled piers for this project. TABLE 6-3 DRILLED PIER FOUNDATION CRITERIA Static Allowable Downward Skin Friction1 250 psf Seismic/Wind Allowable Downward Skin Friction1 330 psf Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 16 TABLE 6-3 DRILLED PIER FOUNDATION CRITERIA Allowable End Bearing neglect3 Allowable Passive Resistance (Equivalent Fluid Pressure)2 300 pcf Minimum Pier Diameter 24 inches Minimum Pier Depth Below Ground Surface 16 feet Maximum Pier Depth Below Ground Surface 26 feet4 Minimum Pier Center to Center Spacing 3D5 (axial loading), 8D5 (lateral loading) Notes: 1.Includes a factor of safety of at least 2 for static loading and increase by 1/3 for transient loading (i.e., seismic or wind conditions). Uplift resistance may be taken as 2/3 of downward capacity. Weight of piers may be used to resist upward loading. 2.Neglect upper 1 foot if surface is not confined by concrete slab or pavement. For piers located on or proximate to sloping ground such as bioretention areas, the passive resistance should be neglected in the upper portion of the piers until there is a horizontal distance of at least 7 feet between the slope face and the nearest edge of the piers. Passive resistance should be limited to 4,500 psf. Passive resistance may be increased by 1/3 for seismic or wind loads. Value includes a factor of safety of at least 2. 3.End bearing should be neglected for this site due to the presence of soft clay and potential liquefiable layers. 4.Maximum pier depth is provided to reduce the potential of downdrag due to liquefiable layers. 5.D = pier diameter. Minimum spacing for lateral loading only applies to piers aligned in the direction of loading (i.e., one or more piers shadow another pier). Provided that the drilled piers are designed in accordance with the recommendations presented above and constructed properly, the estimated total and differential settlements—including elastic, long-term, and liquefaction-induced components—are expected to be less than approximately 2.6 inch and ½ inch, respectively. For the purposes of this report,differential settlement is defined as the vertical displacement between adjacent foundation supports or across a horizontal span of 30 feet, whichever is less. We recommend that steel reinforcement and concrete for drilled piers be placed within approximately 4 to 6 hours following completion of each drilled hole. At a minimum, concrete should be poured on the same day the hole is drilled. If same-day placement is not feasible, the hole should be inspected for signs of caving, sloughing, or squeezing prior to setting the rebar cage and again before concrete placement. Reinforcement should be centered within the drilled shaft, and concrete should be discharged vertically into the hole to minimize aggregate segregation. Under no circumstances should concrete be allowed to free-fall against the reinforcement or the excavation walls. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 17 As discussed in the section 4.2, free groundwater was not encountered to the maximum depth of exploration (50 feet below ground surface). There is a potential for dry, loose caving sand during drilling operations. Loose or disturbed soils should be removed from the pier excavations. If end bearing is used to provide vertical support, a clean-out bucket should be employed to remove loose material from the bottom of the holes. Alternatively, the bottom may be tamped to the satisfaction of the Geotechnical Engineer to ensure adequate bearing conditions. A representative of BSK should observe the drilling and clean-out operations to verify that actual bearing conditions are consistent with those anticipated during report preparation. Concrete for drilled piers should be designed and placed in general accordance with ACI 336.3R-14,Design and Construction of Drilled Piers. These guidelines are especially critical when placing concrete below the groundwater table, in caving or sloughing soils, or in sandy conditions, which may require temporary casing or slurry displacement methods. These methods typically require higher slump concrete and may involve admixtures and specific consolidation techniques, which should be addressed by the design team. If temporary casing is used, it should consist of smooth-walled steel.Corrugated metal pipe (CMP) should not be used, as it may create voids or disturbed zones during removal. 6.2 2022 CBC Mapped Seismic Design Parameters Provided below are mapped seismic design parameters based on the 2022 California Building Code (CBC) for this project. Based on Section 1613.2.2 of the 2022 CBC, the Site shall be classified as Site Class A, B, C, D, E or F based on the Site soil properties and in accordance with Chapter 20 of ASCE 7-16. Based on the time-weighted shear wave velocity in the upper 30 meters (Vs30) of 253 meters/second (831 feet/second), as measured from the seismic cone test from SCPT-1 and extrapolated per Boore (2004). Based on the time-weighted shear wave velocity from SCPT-1, per Table 20.3-1 of ASCE 7-16, the Site is Class D (600 ft/s ≤ Vs ≤ 1,200 ft/s). We have not performed a site-specific ground motion hazards analysis for this project. Instead, we have provided mapped CBC seismic parameters in the table below, including increased values for SM1 and SD1 per the exception for Site Class D sites provided in ASCE 7-16, Supplement 3, Section 11.4.8, Item 1. TABLE 6-4 2022 CBC MAPPED SEISMIC DESIGN PARAMETERS Seismic Design Parameter Value Reference Site Class D ASCE 7-16, Table 20.3-1 MCER Mapped Spectral Acceleration (g)SS = 1.278 S1 = 0.457 USGS Mapped Values Site Coefficients (Site Class D)Fa = 1.0 Fv =1.843A ASCE 7-16, Table 11.4-1 & -2 (Supplement 3) Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 18 TABLE 6-4 2022 CBC MAPPED SEISMIC DESIGN PARAMETERS MCER Mapped Spectral Acceleration Adjusted for Site Class Effects (g)SMS = 1.278 SM1 = 1.263B ASCE 7-16, Eq. 11.4-1 & -2 (Supplement 3) Design Spectral Acceleration (g)SDS = 0.852 SD1 = 0.842B ASCE 7-16, Eq. 11.4-3 & -4 (Supplement 3) Site Short Period – TS(Seconds)TS =0.989 TS = SD1/SDS Site Long Period TL (Seconds)8 USGS Mapped Value Seismic Design Category (SDC)D ASCE 7-16, Section 11.6 MCEG peak ground acceleration adjusted for Site Class effects (g)PGAM = 0.59 ASCE 7-16, Section 11.8.3 Definitions: MCER = Risk-Targeted Maximum Considered Earthquake MCEG = Maximum Considered Earthquake Geometric Mean Notes: A.See requirements for site-specific ground motions in ASCE 7-16, Section 11.4.8. This value of Fvshall be used only for calculation of TS, determination of Seismic Design Category, linear interpolation for intermediate values of S1, and when taking the exceptions under Items 1 and 2 of Section 11.4.8 for the calculation of SD1. B.SM1 and SD1 values include a 50% increase assuming the exception for Site Class D described in ASCE 7-16 Supplement 3, Section 11.4.8, Item 1 is taken. Otherwise, a site-specific ground motion analysis per ASCE 7-16 Section 21.2 is required. 6.3 Earthwork 6.3.1 Site Stripping/Demolition Prior to the start of excavations for this project, the Site should first be cleared and stripped to remove all surface vegetation, organic laden topsoil and debris generated during the demolition of existing pavements. Stripped topsoil from landscaped areas may be stockpiled for later use in landscaping or unimproved areas of the Site; however, this material should not be reused for engineered fill. Any buried tree stumps, roots, or major root systems thicker than approximately 1-inch in diameter, septic tanks and leach field lines, uncovered during site stripping and/or grading activities should be removed. Unit prices for removal of such material should be obtained during bidding. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 19 6.3.2 Existing Utilities Active or inactive utilities within the construction area should be protected, relocated, or abandoned. Pipelines that are 2 inches or less in diameter may be left in place provided they are cut off and capped. Pipelines larger than 2 inches in diameter should be removed or filled with a 1-sack sand-cement slurry mix. Active utilities to be reused should be carefully located and protected during demolition and construction activities at the Site. 6.3.3 Overexcavation Requirements Soil disturbed as a result of demolition, undocumented fill deemed to possess inadequate compaction or uniformity, debris, and abandoned underground structures must be excavated to expose undisturbed native soil. Following the required demolition, stripping, and/or removal of underground structures, the exposed soil surface in areas to support fill or proposed improvements must be over-excavated a minimum of 2 feet below existing site grade or 18 inches below the proposed foundations, which ever depth is greater. The exposed subgrade must be proof-rolled under the observation of a BSK field representative to detect soft or pliant areas.Soft or pliant areas must be over-excavated to firm native soil.The exposed surface must be scarified at minimum of 8 inches, uniformly moisture conditioned to at least 2 percent over the optimum moisture content for clayey soils and within 2 percent of optimum moisture content for granular soils and compacted to a minimum of 90 percent relative compaction based on ASTM D1557 (latest edition). Earthwork must extend at least 5-feet laterally beyond the outside edge of proposed improvements and areas to receive fill. 6.3.4 Excavation, Shoring, and Backfill We anticipate that excavations for new utility lines, manholes, booster pump station improvements, and jacking and receiving shafts can be made with standard earthwork equipment, such as excavators, backhoes, and trenchers. Soils encountered within the upper 5-feet are generally Type C soil in accordance with OSHA (Occupational Safety and Health Administration). If areas of sand layers with low fines content are encountered along excavations, slopes should be laid back flatter.Temporary excavations for the project construction must be left open for as short a time as possible and must be protected from water runoff.Slope height, slope inclination, and excavation depths (including utility trench excavations) must in no case exceed those specified in local, state, or federal safety regulations (e.g., OSHA Health and Safety Standards for Excavations 29 CFR Part 1926, or successor regulations).These excavation recommendations are based on soil characteristics derived from the explorations.Variations in soil conditions will likely be encountered during excavation.At the time of construction, BSK must be afforded the Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 20 opportunity to observe and document sloping and shoring conditions, and the opportunity to provide review of actual field conditions to account for condition variations not otherwise anticipated in the preparation of these recommendations. All excavations made at the Site should be evaluated to monitor stability prior to personnel entering them. All trenches and excavations should conform to the current OSHA requirements for work safety. It is the contractor’s responsibility to follow OSHA temporary excavation guidelines and grade the slopes with adequate layback or provide adequate shoring and underpinning of existing structures and improvements, as needed. Slope layback and/or shoring measures should be adjusted as necessary in the field to suit the actual conditions encountered in order to protect personnel and equipment within excavations. Where the stability of adjoining structures could be endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. The design and installation of shoring, bracing, or underpinning required for the project should be the responsibility of the contractor and should be designed by a professional engineer registered in the State of California. We recommend that the proposed shoring, bracing, and underpinning system design be submitted (along with the appropriate design calculations) to the design team in advance for review. The purpose of the review would be to evaluate whether proper soil parameters have been used and to confirm whether the anticipated deflections are within the tolerance established by the owner or its designer. Based on the subsurface conditions encountered in our explorations,discontinuous, conventional shoring, such as trench boxes and hydraulic shores with plywood/steel plates ("speed shores"), may adequately support excavation walls. However, these discontinuous shoring systems are not considered appropriate for use in jacking and receiving shafts for the trenchless crossing. The shoring for jacking and receiving shafts consist of sheet piles, soldier pile and lagging, or similar methods and should be properly braced. Shoring should be removed as the excavations are backfilled. Shoring should be designed to resist earth pressures exerted by the retained soil plus any applicable surcharge loading, such as construction equipment and stockpiles. Construction equipment and soil stockpiles should be set back a minimum horizontal distance of “H” away from the edge of excavations, where H is equal to the depth of the excavation. This setback distance also applies to shored excavations unless the shoring design takes into account any surcharge loads associated with the construction equipment and stockpiles. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 21 Care should be taken during construction to reduce the impact of trenching on adjacent structures and pavements. Excavations should be located so that no structures, foundations, and slabs, existing or new, are located above an imaginary plane projected 1H:1V upward from any point in an excavation unless the excavation is properly shored and excavated in stages. If structures are located within this 1H:1V projection line, the shoring should be designed to handle the surcharge loading from the adjacent structure and allow no horizontal movement of the excavation. Prior to the installation of the shoring and excavation, monitoring points should be established immediately behind the shoring, at midway points between the adjacent structure and the shoring, and at the edge of the adjacent structure. These points should be surveyed daily during installation of the shoring and staged excavation. If any lateral movement is detected, the excavation operation should be stopped immediately and measures should be taken to halt further movement, such as placing a fill buttress in front of the shoring. The shoring design should then be reevaluated and revised as needed. The design and installation of shoring, bracing, or underpinning required for the project should be the responsibility of the contractor and should be designed by a professional engineer registered in the State of California having at least 5 years of experience designing shoring. During wet weather, appropriate provisions, such as the use of earthen berms, should be made to prevent water runoff from ponding adjacent to the top of excavations and/ or flowing over the sides of the excavations, otherwise the excavations side walls and/ or slopes could be compromised. All runoff should be collected and disposed of outside the construction limits. Backfill for excavations should be compacted as noted in the “Compaction Requirements” section of this report. Special care should be taken in the control of excavation backfilling under structures and pavements. Poor compaction may cause excessive settlements resulting in damage to overlying structures and the pavement structural section. Where utility trenches extend from the exterior into the interior limits of pavements, CSLM should be used as backfill material for a distance of 2 feet laterally on each side of the pavement edge to reduce the potential for the trench to act as a conduit to exterior surface water. Utility trenches located in landscaped areas should also be capped with a minimum of 12 inches of compacted on-site clayey soils. 6.3.5 Fill Material From a geotechnical standpoint only, except for organic laden soil,the on-site soil is suitable for use as general engineered fill and trench backfill if it is free of deleterious matter. Maximum particle size for fill material should be limited to 3 inches, with at least 90 percent Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 22 by weight passing the 1-inch sieve. Proper granular bedding and shading should be used beneath and around new utilities. Where imported fill is required, it should adhere to the above gradation recommendations, and conform to the following minimum criteria: TABLE 6-5 IMPORT FILL CRITERIA Maximum Particle Size 3 inches % Passing #4 Sieve 65% – 100% % Passing #200 Sieve 20% – 40% (general fill) Less than 8% (pipeline bedding and shading) Plasticity Index 20 or less (general fill) 12 or less (pipeline bedding and shading) Liquid Limit Less than 35% (general fill) Less than 30% (pipeline bedding and shading) Expansion Index Less than 20 Low Corrosion Potential Soluble Chlorides Soluble Sulfates Minimum Resistivity Less than 1,500 mg/kg Less than 300 mg/kg Greater than 2,000 ohm-cm Highly pervious materials such as pea gravel or clean sands are not recommended as fill material because they permit transmission of water to the underlying soils. Imported fill material should not be any more corrosive than the on-site soils and should not be classified as being more corrosive than "mildly corrosive." Prior to transporting proposed import materials to the Site, the contractor should make representative samples of the material available to BSK at least 5 working days in advance to allow the engineer enough time to confirm the material meets the above requirements. If prior corrosion testing results are not available for the proposed import fill materials, then the samples should be made available to the project’s corrosion consultant at least 10 working days in advance, so that corrosion testing may be conducted if this testing is deemed necessary. All on-site or import fill material should be compacted to the recommendations provided in the "Compaction Requirements" section of this report. 6.3.6 Compaction Requirements Subgrade soils, fill, and backfill should be compacted to a minimum of 90 percent compaction at least 2 to 4 percent over the optimum moisture content for clayey soils and within 2 percent of optimum moisture content for granular soils based on ASTM D1557 (latest edition). The upper 12 inches below finished subgrade underneath pavements and concrete flatwork exposed to vehicular traffic should be compacted to a minimum of 90 percent compaction at least 2 percent over the optimum moisture for clayey soils and to Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 23 a minimum of 95 percent compaction near optimum moisture content for granular soils. Aggregate base underneath pavement should be compacted to a minimum of 95 percent compaction at near optimum moisture content. 6.3.7 Weather/Moisture Considerations If earthwork operations and construction for this project are scheduled to be performed during the rainy season (usually November to May) or in areas containing saturated soils, provisions may be required for drying and/or stabilizing the soil through the use of scarification and air drying, geotextile fabric and dryer soils, and/or via admixtures, such as lime- or cement-treatment of the soil prior to compaction. Conversely, additional moisture may be required during dry months. Water trucks should be made available in sufficient numbers to provided adequate water during earthwork operations. 6.4 Site Drainage Proper site drainage is important for the long-term performance of the planned structures. The Site should be graded so as to carry surface water away from the building foundations at a minimum of 1 percent in paved areas and 2 percent in landscaped areas to a minimum of 10 feet laterally from the buildings, as required by the 2022 CBC. In addition, all roof gutters should be connected directly into the storm drainage system or drain onto impervious surfaces provided that a safety hazard is not created. 6.5 Plan Review and Construction Observation We recommend that BSK will be retained by the Client to review the geotechnical aspects of the project plans and specifications before they go out to bid. It has been our experience that this review provides an opportunity to detect misinterpretation or misunderstandings of our recommendation prior to the start of construction. Because limited subsurface investigation was conducted for this project, we recommend that BSK be retained to provide observation and testing services during construction. This will allow BSK the opportunity to observe actual conditions exposed during construction and to provide supplemental recommendations if warranted by the exposed conditions. Earthwork should be performed in accordance with the recommendations presented in this report, or as recommended by BSK during construction. BSK should be notified at least two weeks prior to the start of construction and prior to when observation and testing services are needed. If a firm other than BSK is retained for these services during construction, that firm must notify the owner, project designers, governmental building officials, and BSK that the firm has assumed the responsibility for all phases (i.e., both design and construction) of the Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 24 project within the purview of the geotechnical engineer.Notification must indicate that the firm has reviewed this report and any subsequent addenda, and that it either agrees with BSK's conclusions and recommendations, or that it will provide independent recommendations. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 25 7.0 ADDITIONAL SERVICES AND LIMITATIONS 7.1 Additional Services The review of plans and specifications, and field observation and testing during construction by BSK are an integral part of the conclusions and recommendations made in this report. If BSK is not retained for these services, the client will be assuming BSK’s responsibility for any potential claims that may arise during or after construction due to the misinterpretation of the recommendations presented herein. The recommended tests, observations, and consultation by BSK during construction include, but are not limited to: •Review of plans and specifications; •Observations of site grading, including stripping and engineered fill construction; •Observation of retaining wall and foundation excavations; and •In-place density testing of fills, backfills, and finished subgrades. 7.2 Limitations The recommendations contained in this report are based on our field observations, subsurface exploration, laboratory tests, review of available geologic maps and publications, and our present knowledge of the proposed construction. It is possible that soil conditions could vary between or beyond the points explored. If soil conditions are encountered during construction that differ from those described herein, we should be notified immediately in order that a review may be made and any supplemental recommendations provided. If the scope of the proposed construction, including the proposed loads or structural locations, changes from that described in this report, our recommendations should also be reviewed. We prepared this report in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the Site area at the time of our study. No warranty, either express or implied, is made. The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by BSK during the construction phase in order to evaluate compliance with our recommendations. Other standards or documents referenced in any given standard cited in this report, or otherwise relied upon by the author of this report, are only mentioned in the given standard; they are not incorporated into it or "included by reference", as that latter term is used relative to contracts or other matters of law. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 26 This report may be used only by the Client and only for the purposes stated within a reasonable time from its issuance, but in no event later than two (2) years from the date of the report, or if conditions at the Site have changed. If this report is used beyond this period, BSK should be contacted to evaluate whether site conditions have changed since the report was issued. Also, land or facility use, on and off-site conditions, regulations, or other factors may change over time, and additional work may be required with the passage of time. Based on the intended use of the report, BSK may recommend that additional work be performed and that an updated report be issued. The scope of services for this subsurface investigation and geotechnical report did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the air, soil, surface water, or groundwater at this Site. BSK conducted subsurface exploration and provided recommendations for this project. We understand that BSK will be given the opportunity to perform a formal geotechnical review of the final project plans and specifications. In the event BSK is not retained to review the final project plans and specifications to evaluate if our recommendations have been properly interpreted, we will assume no responsibility for misinterpretation of our recommendations. We recommend that all earthwork during construction be monitored by a representative from BSK, including site preparation, trenchless excavation, and placement of engineered backfill. The purpose of these services would be to provide BSK the opportunity to observe the actual soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 27 8.0 REFERENCES Bedrossian, T.L., Roffers, Peter, Hayhurst, C.A., Lancaster, J.T., and Short, W.R., Geologic compilation of Quaternary surficial deposits in southern California (2012 Revision), California Geological Survey, Special Report 217, 1:100,000. California Department of Water Resources (DWR) (2023) SGMA Data Viewer. https://sgma.water.ca.gov/sgmadataviewer/ California Department of Water Resources (DWR), Water Data Library (WDL). https://wdl.water.ca.gov/ Seismic Zone Hazard Report for the Tustin, 7.5 Minute Quadrangle, Orange County,dated 1997 (SZHR 012, Plate 1.2. USGS/OSHPD, U.S. Seismic Design Maps, https://seismicmaps.org/. September 2025. Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project No. G25000898 October 16, 2025 Page 28 FIGURE 1 Vicinity Map Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project G25000898 October 16, 2025 REFERENCE IMAGE: Google Earth 2024 4820 Rosedale Lane Bakersfield, California 93314 Tel. (661) 327-0671 SITE VICINITY MAP Freudenberg-Nok Solar Project 2041 Wilshire Avenue Santa Ana, California FIGURE 1 JOB NO. G25000898 ____ DATE October 2025 ____ DR. BY AV _ CH. BY _ AXT __ SCALE AS SHOWN SHEET NO. _1__ OF _1__ SHEETS 0 7,055’ 14,110’ Scale: 1” = 14,110’ (APPROXIMATE) SITE FIGURE 2 Exploration Location Map Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project G25000898 October 16, 2025 REFERENCE IMAGE: Google Earth 2024 and LAV Site Plan 4820 Rosedale Lane Bakersfield, California 93314 Tel. (661) 327-0671 EXPLORATION LOCATION MAP Freudenberg-Nok Solar Project 2041 Wilshire Avenue Santa Ana California Figure 2 JOB NO. G25000898___________ DATE October 2025 _ DR. BY AV_ CH. BY _ AXT__ SCALE AS SHOWN SHEET NO. _1__ OF _1__ SHEETS LEGEND: APPROXIMATE BORING LOCATIONS 0 70’ 35’ Scale: 1” = 70’ (APPROXIMATE) B-3 B-4 SCPT-1 B-1 B-2 APPROXIMATE CPT LOCATIONS SCPT-2 SCPT-3 APPENDIX A Boring Logs Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project G25000898 October 16, 2025 UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487/2488) Date: File Name: Checked By: Project Number: > _ GRAVELS WITH >12% FINES SANDS WITH 5 to 12% FINES W ELL-GRADED GRAVELS, GRAVEL-SANDMIXTURES WITH LITTLE OR NO FINES INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILT POORLY-GRADED SANDS, SAND-GRAVEL MIXTURES WITH LITTLE FINES WELL-GRADED SANDS, SAND-GRAVEL MIXTURES WITH LITTLE CLAY FINES GP GM (Liquid limit greater than 50) GW -GM GW -GC GP-GM CLEAN GRAVELS (More than half of material is smaller than (More than half of material is larger than the #200 sieve) COARSE GRAINED MAJOR DIVISIONS TYPICAL DESCRIPTIONS SILTS AND CLAYS INORGANIC CLAYS-SILTS OF LOW PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS GC-GM CL-ML OL SOILS SANDS GW GC <_< Cu 4 and 1 Cc 3 > < > < GP-GC SW >12% FINES SP ML CL SILTS AND CLAYS coarse fraction is smaller than the #4 sieve) WITH <5% FINES GRAVELS WITH 5 to 12% FINES Cu 4 and 1 Cc 3 _ __< > < >> Cu 4 and/or 1 Cc 3 < > CLEAN SANDS (More than half of is larger than the #4 sieve) < >> ORGANIC CLAYS & ORGANIC SILTS OF MEDIUM-TO-HIGH PLASTICITY POORLY-GRADED SANDS, SAND-GRAVEL MIXTURES WITH LITTLE CLAY FINES OH CHthe #200 sieve) GRAINED SOILS ORGANIC SILTS & ORGANIC SILTY CLAYS OF LOW PLASTICITY WELL-GRADED SANDS, SAND-GRAVEL MIXTURES WITH LITTLE FINES MH POORLY-GRADED SANDS, SAND-GRAVEL MIXTURES WITH LITTLE OR NO FINES SILTY SANDS, SAND-GRAVEL-SILT MIXTURES CLAYEY SANDS, SAND-GRAVEL-CLAY MIXTURES CLAYEY SANDS, SAND-SILT-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, SILTY OR CLAYEY FINE SANDS, SILTS WITH SLIGHT PLASTICITY, GRAVELS WITH <5% FINES SANDS WITH coarse fraction (More than half of FINE Cu 6 and 1 Cc 3 (Liquid limit less than 50) POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES WITH LITTLE CLAY FINES POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES WITH LITTLE FINES WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES WITH LITTLE CLAY FINES Cu 6 and/or 1 Cc 3 WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES WITH LITTLE FINES POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES WITH LITTLE OR NO FINES SILTY GRAVELS, GRAVEL-SILT-SAND MIXTURES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES Cu 6 and 1 Cc 3 Cu 6 and/or 1 Cc 3 < SW -SM SW -SC SP-SM SP-SC SM SC SC-SM GRAPHIC LOG < _ __ > Cu 4 and/or 1 Cc 3 < CLAYEY GRAVELS, GRAVEL-SAND-CLAY-SILT MIXTURES WELL-GRADED SANDS, SAND-GRAVEL MIXTURES WITH LITTLE OR NO FINES _ _ _ _ > < > INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487/2488) UNIFIED SOIL CLASSIFICATIONSYSTEM (ASTM D 2487/2488) Entry By: Exhibit B-1AT&T DATA CENTER PLANNED BLOOM ENERGY FUELS CELLS 2525 N. WATNEY WAY FAIRFIELD, CALIFORNIA 09/24/13 B. Steen blogs C. Foulk G13-161-10P SOIL DESCRIPTION KEY Date: File Name: Checked By: Project Number: Very HardThe thread cannot be rerolled after reaching Thumb will indent soil about 1/4 in. (6 mm) Cohesive soil that can be broken down into small angular lumps which resist further breakdown #10 - #4 Rock salt-sized to pea-sized #40 - #10 0.017 - 0.079"Sugar-sized to rock salt-sized Flour-sized to sugar-sized Weak CRITERIA High (H) SR Boulders of sand scattered through a mass of clay; note thickness DESCRIPTION Inclusion of small pockets of different soils, such as small lenses It takes considerable time rolling and kneeding Same color and appearance throughout Thumb will penetrate soil more than 1 in. (25 mm) Thumb will penetrate soil about 1 in. (25 mm) Thumb wil not indent soil but readily indented with thumbnail Thumbnail will not indent soil DESCRIPTION Stratified Laminated Fissured Slickensided plastic limit. Blocky Lensed Homogeneous Strong SA A ABBR (# blows/ft) Pea-sized to thumb-sized the plastic limit. The lump or thread crumbles limit. The lump or thread can be formed without medium Gravel Particles are similar to angular description but have Sand Fines coarse fine Passing #200 Thumb-sized to fist-sized DESCRIPTION DESCRIPTION fine #200 - #10 ABBR Angular 3/4 -3" HP MP LP NP >12" 3/4 -3" FIELD TEST FIELD TEST Alternating layers of varying material or color with layers at least 1/4 in. thick, note thickness to reach the plastic limit. The thread can bererolled several times after reaching the plastic crumbling when drier than the plastic limit DESCRIPTION NoneLarger than basketball-sized Fist-sized to basketball-sized Flour-sized and smaller<0.0029 Crumbles or breaks with considerable CALIFORNIA CRITERIA Medium (M) Subangular Loose Very Loose DENSITY Rounded Alternating layers of varying material or color with the layer Rounded L VL Crumbles or breaks with handling or slight Fracture planes appear polished or glossy, sometimes striated Breaks along definite planes of fracture with little resistance to fracturing SIZE >12" 3 - 12'3 - 12" #4 - 3/4" DESCRIPTION Low (L)S F VH H FIELD TEST FIELD TEST is required to reach the plastic limit. <5 5 - 15 15 - 40 40 - 70 >70 85 - 100 65 - 85 ABBR Very Dense Dense Medium Dense 0.19 - 0.75" Cobbles SIEVE SIZE GRAIN SIZE APPROXIMATE Particles have nearly plane sides but havewell-rounded corners and edges Angular Subangular Subrounded SOIL DESCRIPTION KEY Particles have sharp edges and relatively planesides with unpolished surfaces 0.0029 - 0.017" rounded edges Damp but no visible water Visible free water, usually soil is below water table finger pressure finger pressure Will not crumble or break with finger pressure DESCRIPTION APPARENT 35 - 65 15 - 35 0 - 15 (%) RELATIVEDENSITYSAMPLER CONSISTENCY Very Soft Soft Firm Hard Subrounded VD D MD SPT (# blows/ft) <4 4 - 10 10 - 30 30 - 50 >50 Particles have smoothly curved sides and no edges No visible reaction Some reaction, with bubbles forming slowly Violent reaction, with bubbles forming immediately ABBR FIELD TEST Dry Moist Wet D M W Non-plastic coarse 0.079 - 0.19" R A 1/8-in. (3 mm) thread cannot be rolled at The thread is easy to roll and not much time Absence of moisture, dusty, dry to the touch or thread cannot be formed when drier than the any water content. The thread can barely be rolled and the lump Weakly Moderately Strongly ABBR VS less than 1/4 in. thick, note thickness when drier than the plastic limit Penetrated only a few inches with 1/2-inch reinforcing rod driven with 5-lb. hammer Difficult to penetrate a foot with 1/2-inch reinforcing rod driven with 5-lb. hammer Difficult to penetrate with 1/2-inch reinforcing rod pushed by hand Easily penetrated a foot with 1/2-inch reinforcing rod driven with 5-lb. hammer Easily penetrated with 1/2-inch reinforcing rod by hand SOIL DESCRIPTION KEY FIELD TEST >60 35 - 60 12- 35 5 - 12 <4 (# blows/ft) SAMPLERMODIFIED CA Entry By: Exhibit GRAIN SIZE REACTION WITH HCL CONSISTENCY - FINE-GRAINED SOIL STRUCTURE ANGULARITY APPARENT / RELATIVE DENSITY - COARSE-GRAINED SOIL MOISTURE CONTENT CEMENTATION PLASTICITY B-2AT&T DATA CENTER PLANNED BLOOM ENERGY FUELS CELLS 2525 N. WATNEY WAY FAIRFIELD, CALIFORNIA 09/24/13 B. Steen blogs C. Foulk G13-161-10P LOG KEY Date: File Name: Checked By: Project Number:LOG KEY GENERAL NOTES ROCK CORE LOG SYMBOLS SEEPAGE PI CONTINUOUS CORE -4 MC MOISTURE CONTENT(ASTM Test Method D 2216) BULK / BAG SAMPLE LIQUID LIMIT(ASTM Test Method D 4318)LL PERCENT FINERTHAN THE NO. 200 SIEVE(ASTM Test Method C 117)-200 SHELBY TUBE UNCONFINED COMPRESSION(ASTM Test Method D 2166)UC EXPANSION INDEX(UBC STANDARD 18-2) TXUU UNCONSOLIDATED UNDRAINEDTRIAXIAL COMPRESSION(EM 1110-1-1906)/ASTM TestMethod D 2850 GROUNDWATER LEVEL(encountered at time of drilling) COLLAPSE POTENTIALCOL Boring log data represents a data snapshot. This data represents subsurface characteristics only to the extent encountered at the location of the boring. The data inherently cannot accurately predict the entire subsurface conditions to be encountered at the project site relative toconstruction or other subsurface activities. Lines between soil layers and/or rock units are approximate and may be gradual transitions. The information provided should be used only for the purposes intended as described in the accompanying documents. In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods. Where laboratory tests were performed, the designations reflect the laboratory test results. The Responsible Geotechnical Engineer, Professional Engineer, or Professional Geologist uses professional judgement and visual-manual procedures in general conformance with ASTM D2488 to classify soil when the full classification suite of tests per ASTM D2487 is not conducted. EI PLASTICITY INDEX(ASTM Test Method D 4318) PERCENT FINERTHAN THE NO. 4 SIEVE(ASTM Test Method C 136) STANDARD PENETRATIONSPLIT SPOON SAMPLER(2 inch outside diameter) MODIFIED CALIFORNIA SAMPLER (2-1/2 inch outside diameter) SPLIT BARREL SAMPLER(2-1/2 inch outside diameter) GROUNDWATER LEVEL(measured after drilling) Entry By: Exhibit B-3AT&T DATA CENTER PLANNED BLOOM ENERGY FUELS CELLS 2525 N. WATNEY WAY FAIRFIELD, CALIFORNIA 09/24/13 B. Steen blogs C. Foulk G13-161-10P De p t h , fe e t 0 5 10 15 20 25 30 Gr a p h i c Lo g Ground Surface - existing parking lot DESCRIPTION OF MATERIAL Asphalt parking lot =4.5 inches 0.37 ft Aggregate base =5 inches 0.8 ft SILTY SAND (SM);Grayish Brown;Slightly Moist;Fine to Medium Grained;with some Gravel. 6 ft -At depth 3 ft,loose;fine grained;with clay Poorly-graded SAND with SILT (SP-SM);Loose;Pale Brown;Moist;Fine Sand. 9.5 ft SANDY lean CLAY (CL);Soft;Dark Olive Brown;Moist;Fine Grained Sand. 14.5 ft SILTY SAND (SM);Loose;Olive Brown;Moist;Fine to Medium grained; with Clay. 18.5 ft SANDY lean CLAY (CL);Firm;Olive Brown;Moist;with Fine Grained Sand. 28.5 ft SILTY SAND (SM);Dense;Pale Brown;Moist;Fine to Medium grained; with trace clay Sa m p l e s Sa m p l e Nu m b e r Pe n e t r a t i o n Bl o w s / 6 in c h e s 9 9 11 16 9 16 37 Pe n e t r a t i o n Bl o w s / 6 in c h e s Po c k e t Pe n e t r o m e t e r , TS F Po c k e t Pe n e t r o m e t e r , TS F % Pa s s i n g No . 20 0 Si e v e 65.6 63.1 38.3 In - Si t u Dr y We i g h t (p c f ) 97.1 103.2 102.7 122.7 In - Si t u Mo i s t u r e Co n t e n t (% ) 22.2 20.7 20.5 13 16.5 12.6 Li q u i d Li m i t 30.9 Pl a s t i c Li m i t 15.3 Pl a s t i c i t y In d e x 16 RS L o g / B S K L o g T e m p l a t e 1 - 2 0 2 5 - B a k e r s f i e l d / b s k - a s s o c i a t e s / Y i n g y i _ X / O c t o b e r 1 3 , 2 0 2 5 0 5 : 5 0 P M LOG OF BORING NO.B-01 Project Name: Project Number: Logged by: Project Location: Fruedenberg-Nok Solar Carports Project B.Whitaker 2041 Wilshire Avenue G25000898 Checked by:A.Dalqamouni BSK Associates 4820 Rosedale Lane Bakersfield,California 93314 Telephone:(661)327-0671 Surface El.:Location:33.73246 -117.83864 Completion Depth (ft.): Date Started: Date Completed: 49.5 California Sampler: SPT Sampler: 09-02-2025 09-02-2025 Drilling Equipment: Drilling Method: Drive Weight: Hole Diameter: Drop: Remarks: CME 75 Auger (Hollow-Stem) B-01 terminated at approximately 49.5'Groundwater (ft.):Not Encountered. 2.5"ID 2"ID 140 lbs 8" - De p t h , fe e t 35 40 45 50 55 60 Gr a p h i c Lo g DESCRIPTION OF MATERIAL -At depth 33.5 ft,Medium Dense;no clay. -At depth 38.5 ft,becomes loose;Pale Brown (continued) SILTY SAND (SM);Dense;Pale Brown;Moist;Fine to Medium grained; with trace clay 43.5 ft SANDY lean CLAY (CL);Soft;Olive Brown;Moist;with fine grained Sand. 49.5 ft -At depth 48.5 ft,medium dense;moist;olive brown;fine sand. B-01 terminated at approximately 49.5' Sa m p l e s Sa m p l e Nu m b e r Pe n e t r a t i o n Bl o w s / 6 in c h e s 17 9 9 8 Pe n e t r a t i o n Bl o w s / 6 in c h e s Po c k e t Pe n e t r o m e t e r , TS F Po c k e t Pe n e t r o m e t e r , TS F % Pa s s i n g No . 20 0 Si e v e 35 66.5 42 65.2 In - Si t u Dr y We i g h t (p c f ) In - Si t u Mo i s t u r e Co n t e n t (% ) 10.8 22.1 15.1 22.9 Li q u i d Li m i t Pl a s t i c Li m i t Pl a s t i c i t y In d e x RS L o g / B S K L o g T e m p l a t e 1 - 2 0 2 5 - B a k e r s f i e l d / b s k - a s s o c i a t e s / Y i n g y i _ X / O c t o b e r 1 3 , 2 0 2 5 0 5 : 5 0 P M LOG OF BORING NO.B-01 Project Name: Project Number: Logged by: Project Location: Fruedenberg-Nok Solar Carports Project B.Whitaker 2041 Wilshire Avenue G25000898 Checked by:A.Dalqamouni BSK Associates 4820 Rosedale Lane Bakersfield,California 93314 Telephone:(661)327-0671 Surface El.:Location:33.73246 -117.83864 Completion Depth (ft.): Date Started: Date Completed: 49.5 California Sampler: SPT Sampler: 09-02-2025 09-02-2025 Drilling Equipment: Drilling Method: Drive Weight: Hole Diameter: Drop: Remarks: CME 75 Auger (Hollow-Stem) B-01 terminated at approximately 49.5'Groundwater (ft.):Not Encountered. 2.5"ID 2"ID 140 lbs 8" - De p t h , fe e t 0 5 10 15 20 25 30 Gr a p h i c Lo g Ground Surface - existing parking lot DESCRIPTION OF MATERIAL Asphalt =4 inches 0.33 ft Aggregate base =4 inches 0.67 ft SANDY SILT (ML);Medium Dense;Dark Brown;Moist;with fine grained Sand;trace of clay. 6 ft Poorly-graded SAND with SILT (SP-SM);Loose;Pale Brown;Moist;Fine Grained Sand. 9.5 ft Lean CLAY (CL);Very Soft;Olive;Moist;with trace of fine sand. 13.5 ft SANDY lean CLAY (CL);Firm;Olive Brown;Moist;Fine Grained Sand. 23.5 ft SILTY,CLAYEY SAND (SC-SM);Medium Dense;Olive Brown;Moist;Fine to Medium grained;with clay. 28.5 ft Lean CLAY with SAND (CL);Soft;Pale Olive;Moist;Fine Grained Sand. 30 ft B-02 terminated at approximately 30' Sa m p l e s Sa m p l e Nu m b e r Pe n e t r a t i o n Bl o w s / 6 in c h e s 21 12 11 12 15 13 8 Pe n e t r a t i o n Bl o w s / 6 in c h e s Po c k e t Pe n e t r o m e t e r , TS F Po c k e t Pe n e t r o m e t e r , TS F % Pa s s i n g No . 20 0 Si e v e 69.6 84.7 In - Si t u Dr y We i g h t (p c f ) In - Si t u Mo i s t u r e Co n t e n t (% ) 9.1 16.5 22.9 Li q u i d Li m i t 39.2 Pl a s t i c Li m i t 21.3 Pl a s t i c i t y In d e x 18 RS L o g / B S K L o g T e m p l a t e 1 - 2 0 2 5 - B a k e r s f i e l d / b s k - a s s o c i a t e s / Y i n g y i _ X / O c t o b e r 1 3 , 2 0 2 5 0 5 : 5 0 P M LOG OF BORING NO.B-02 Project Name: Project Number: Logged by: Project Location: Fruedenberg-Nok Solar Carports Project B.Whitaker 2041 Wilshire Avenue G25000898 Checked by:A.Dalqamouni BSK Associates 4820 Rosedale Lane Bakersfield,California 93314 Telephone:(661)327-0671 Surface El.:Location:33.73229 -117.83839 Completion Depth (ft.): Date Started: Date Completed: 30 California Sampler: SPT Sampler: 09-02-2025 09-02-2025 Drilling Equipment: Drilling Method: Drive Weight: Hole Diameter: Drop: Remarks: CME 75 Auger (Hollow-Stem) B-02 terminated at approximately 30'Groundwater (ft.):Not Encountered. 2.5"ID 2"ID 140 lbs 8" - De p t h , fe e t 0 5 10 15 20 25 30 Gr a p h i c Lo g Ground Surface - existing parking lot DESCRIPTION OF MATERIAL Asphalt =4 inches 0.33 ft Aggregate base =5 inches 0.75 ft SANDY SILTY CLAY (CL-ML);Soft;Dark Brown;Moist;with trace of gravel. 6 ft Poorly-graded SAND with SILT (SP-SM);Loose;Pale to Dark Brown; Moist;Fine Grained Sand. 9.5 ft SILTY,CLAYEY SAND (SC-SM);Loose;Olive Brown;Moist;Fine grained. 18.5 ft -At depth 14.5 ft,becomes medium dense;Dark Brown SANDY lean CLAY (CL);Firm;Pale Olive;Moist;with fine grained sand. 30 ft -At depth 23.5 ft,gravel size changes to fine -At depth 28.5 ft,becomes soft B-03 terminated at approximately 30' Sa m p l e s Sa m p l e Nu m b e r Pe n e t r a t i o n Bl o w s / 6 in c h e s 9 8 8 18 13 15 11 Pe n e t r a t i o n Bl o w s / 6 in c h e s Po c k e t Pe n e t r o m e t e r , TS F Po c k e t Pe n e t r o m e t e r , TS F % Pa s s i n g No . 20 0 Si e v e In - Si t u Dr y We i g h t (p c f ) In - Si t u Mo i s t u r e Co n t e n t (% ) Li q u i d Li m i t Pl a s t i c Li m i t Pl a s t i c i t y In d e x RS L o g / B S K L o g T e m p l a t e 1 - 2 0 2 5 - B a k e r s f i e l d / b s k - a s s o c i a t e s / Y i n g y i _ X / O c t o b e r 1 3 , 2 0 2 5 0 5 : 5 0 P M LOG OF BORING NO.B-03 Project Name: Project Number: Logged by: Project Location: Fruedenberg-Nok Solar Carports Project B.Whitaker 2041 Wilshire Avenue G25000898 Checked by:A.Dalqamouni BSK Associates 4820 Rosedale Lane Bakersfield,California 93314 Telephone:(661)327-0671 Surface El.:Location:33.73215 -117.83840 Completion Depth (ft.): Date Started: Date Completed: 30 California Sampler: SPT Sampler: 09-02-2025 09-02-2025 Drilling Equipment: Drilling Method: Drive Weight: Hole Diameter: Drop: Remarks: CME 75 Auger (Hollow-Stem) B-03 terminated at approximately 30'Groundwater (ft.):Not Encountered. 2.5"ID 2"ID 140 lbs 8" - De p t h , fe e t 0 5 10 15 20 25 30 Gr a p h i c Lo g Ground Surface - existing parking lot DESCRIPTION OF MATERIAL Asphalt parking lot 0.41 ft SILTY,CLAYEY SAND (SC-SM);Pale Brown;Moist;Fine to Medium Sand. 5 ft Poorly-graded SAND with SILT (SP-SM);Loose;Pale Brown;Moist;Fine to Medium Grained Sand. 8.5 ft SANDY SILTY CLAY (CL-ML);Firm;Pale Brown;Moist;fine to medium grained sand,with trace of gravel. 14.5 ft SILTY CLAY with SAND (CL-ML);Firm;Grayish Brown;Moist;with fine to medium grained sand. 23.5 ft -At depth 18.5 ft,becomes Olive Gray SANDY lean CLAY (CL);Soft;Brown;Moist;fine to medium grained sand. Sa m p l e s Sa m p l e Nu m b e r Pe n e t r a t i o n Bl o w s / 6 in c h e s 11 10 11 18 15 10 9 Pe n e t r a t i o n Bl o w s / 6 in c h e s Po c k e t Pe n e t r o m e t e r , TS F Po c k e t Pe n e t r o m e t e r , TS F % Pa s s i n g No . 20 0 Si e v e 40.5 5 78.4 In - Si t u Dr y We i g h t (p c f ) 91.9 97.9 85.3 In - Si t u Mo i s t u r e Co n t e n t (% ) 9.1 2.4 9 18.6 13.7 19.3 Li q u i d Li m i t Pl a s t i c Li m i t Pl a s t i c i t y In d e x RS L o g / B S K L o g T e m p l a t e 1 - 2 0 2 5 - B a k e r s f i e l d / b s k - a s s o c i a t e s / Y i n g y i _ X / O c t o b e r 1 3 , 2 0 2 5 0 5 : 5 0 P M LOG OF BORING NO.B-04 Project Name: Project Number: Logged by: Project Location: Fruedenberg-Nok Solar Carports Project B.Whitaker 2041 Wilshire Avenue G25000898 Checked by:A.Dalqamouni BSK Associates 4820 Rosedale Lane Bakersfield,California 93314 Telephone:(661)327-0671 Surface El.:Location:33.73247 -117.83766 Completion Depth (ft.): Date Started: Date Completed: 49.5 California Sampler: SPT Sampler: 09-02-2025 09-02-2025 Drilling Equipment: Drilling Method: Drive Weight: Hole Diameter: Drop: Remarks: CME 75 Auger (Hollow-Stem) B-04 terminated at approximately 49.5'Groundwater (ft.):Not Encountered. 2.5"ID 2"ID 140 lbs 8" - De p t h , fe e t 35 40 45 50 55 60 Gr a p h i c Lo g DESCRIPTION OF MATERIAL (continued) SANDY lean CLAY (CL);Soft;Brown;Moist;fine to medium grained sand. 33.5 ft SILTY,CLAYEY SAND (SC-SM);Loose;Brown;Moist;fine to medium grained. 38.5 ft SANDY SILTY CLAY (CL-ML);Soft;Brown;Moist;fine grained. 49.5 ft B-04 terminated at approximately 49.5' Sa m p l e s Sa m p l e Nu m b e r Pe n e t r a t i o n Bl o w s / 6 in c h e s 9 10 11 8 Pe n e t r a t i o n Bl o w s / 6 in c h e s Po c k e t Pe n e t r o m e t e r , TS F Po c k e t Pe n e t r o m e t e r , TS F % Pa s s i n g No . 20 0 Si e v e In - Si t u Dr y We i g h t (p c f ) In - Si t u Mo i s t u r e Co n t e n t (% ) 24 19.4 19.9 22.1 Li q u i d Li m i t Pl a s t i c Li m i t Pl a s t i c i t y In d e x RS L o g / B S K L o g T e m p l a t e 1 - 2 0 2 5 - B a k e r s f i e l d / b s k - a s s o c i a t e s / Y i n g y i _ X / O c t o b e r 1 3 , 2 0 2 5 0 5 : 5 0 P M LOG OF BORING NO.B-04 Project Name: Project Number: Logged by: Project Location: Fruedenberg-Nok Solar Carports Project B.Whitaker 2041 Wilshire Avenue G25000898 Checked by:A.Dalqamouni BSK Associates 4820 Rosedale Lane Bakersfield,California 93314 Telephone:(661)327-0671 Surface El.:Location:33.73247 -117.83766 Completion Depth (ft.): Date Started: Date Completed: 49.5 California Sampler: SPT Sampler: 09-02-2025 09-02-2025 Drilling Equipment: Drilling Method: Drive Weight: Hole Diameter: Drop: Remarks: CME 75 Auger (Hollow-Stem) B-04 terminated at approximately 49.5'Groundwater (ft.):Not Encountered. 2.5"ID 2"ID 140 lbs 8" - APPENDIX B CPT Summary and Shear Wave Velocities Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project G25000898 October 16, 2025 Project:BSK Associates / Fruedenberg - Nok Solar Carports Kehoe Testing and Engineering 714-901-7270 steve@kehoetesting.com www.kehoetesting.com Total depth: 50.28 ft, Date: 9/2/20252041 E. Wilshire Ave, Santa Ana, CA SCPT-1 Location: Cone resistance Tip resistance (tsf) 5004003002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance Sleeve friction Friction (tsf) 543210 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Sleeve friction Pore pressure u Pressure (psi) 20100-10-20 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure u Friction ratio Rf (%) 1086420 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction ratio Soil Behaviour Type SBT (Robertson, 2010) 181614121086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Silty sand & sandy silt Clay Clay & silty clay Silty sand & sandy silt Clay Clay & silty clay Clay Clay & silty clay Silty sand & sandy silt Clay Clay Clay & silty clay Clay Clay & silty clay Clay & silty clay Sand & silty sand Sand Sand Sand & silty sand Silty sand & sandy silt Clay & silty clay Clay Clay & silty clay Clay Clay & silty clay Clay Clay Clay & silty clay Clay & silty clay Clay & silty clay Clay & silty clay Silty sand & sandy silt Clay & silty clay CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 9/2/2025, 5:36:22 PM 1 Project file: Project:BSK Associates / Fruedenberg - Nok Solar Carports Kehoe Testing and Engineering 714-901-7270 steve@kehoetesting.com www.kehoetesting.com Total depth: 50.33 ft, Date: 9/2/20252041 E. Wilshire Ave, Santa Ana, CA SCPT-2 Location: Cone resistance Tip resistance (tsf) 5004003002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance Sleeve friction Friction (tsf) 543210 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Sleeve friction Pore pressure u Pressure (psi) 20100-10-20 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure u Friction ratio Rf (%) 1086420 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction ratio Soil Behaviour Type SBT (Robertson, 2010) 181614121086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Sand & silty sand Clay & silty clay Clay Clay Clay & silty clay Clay & silty clay Clay & silty clay Clay Clay Clay & silty clay Sand & silty sand Clay Clay & silty clay Sand & silty sand Clay & silty clay Clay Clay & silty clay Silty sand & sandy silt Sand & silty sand Silty sand & sandy silt Clay Clay Clay & silty clay Clay Clay & silty clay Clay Clay & silty clay Clay Clay & silty clay Clay CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 9/2/2025, 5:36:22 PM 2 Project file: Project:BSK Associates / Fruedenberg - Nok Solar Carports Kehoe Testing and Engineering 714-901-7270 steve@kehoetesting.com www.kehoetesting.com Total depth: 50.35 ft, Date: 9/2/20252041 E. Wilshire Ave, Santa Ana, CA SCPT-3 Location: Cone resistance Tip resistance (tsf) 5004003002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance Sleeve friction Friction (tsf) 543210 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Sleeve friction Pore pressure u Pressure (psi) 20100-10-20 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure u Friction ratio Rf (%) 1086420 D e p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction ratio Soil Behaviour Type SBT (Robertson, 2010) 181614121086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Sand & silty sand Clay Clay & silty clay Silty sand & sandy silt Silty sand & sandy silt Silty sand & sandy silt Silty sand & sandy silt Clay Silty sand & sandy silt Clay & silty clay Clay Clay Clay & silty clay Clay Clay & silty clay Clay Clay & silty clay Silty sand & sandy silt Silty sand & sandy silt Clay Clay & silty clay Clay Clay Clay Clay & silty clay Clay & silty clay Clay & silty clay Clay & silty clay Silty sand & sandy silt CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 9/2/2025, 5:36:23 PM 3 Project file: BSK Associates Fruedenberg - Nok Solar Carports Santa Ana, CA CPT Shear Wave Measurements S-Wave Interval Tip Geophone Travel S-Wave Velocity S-Wave Depth Depth Distance Arrival from Surface Velocity Location (ft)(ft)(ft)(msec)(ft/sec)(ft/sec) SCPT-1 5.05 4.05 4.52 4.58 986 10.04 9.04 9.26 14.22 651 492 15.06 14.06 14.20 21.30 667 698 20.05 19.05 19.15 28.24 678 714 25.00 24.00 24.08 34.80 692 751 30.09 29.09 29.16 41.52 702 755 35.01 34.01 34.07 46.76 729 937 40.06 39.06 39.11 52.76 741 840 45.08 44.08 44.13 59.42 743 753 50.03 49.03 49.07 65.20 753 856 SCPT-2 5.05 4.05 4.52 6.08 743 10.07 9.07 9.29 14.32 649 579 14.99 13.99 14.13 21.28 664 696 20.05 19.05 19.15 27.50 697 807 25.03 24.03 24.11 35.20 685 644 30.02 29.02 29.09 41.94 694 738 35.07 34.07 34.13 48.04 710 826 40.03 39.03 39.08 54.06 723 823 45.05 44.05 44.10 60.60 728 767 50.10 49.10 49.14 66.36 741 876 SCPT-3 5.09 4.09 4.55 4.92 925 10.01 9.01 9.23 12.40 744 625 15.06 14.06 14.20 20.44 695 618 20.05 19.05 19.15 27.60 694 692 25.13 24.13 24.21 34.26 707 759 30.09 29.09 29.16 41.22 707 711 35.01 34.01 34.07 47.52 717 779 40.06 39.06 39.11 53.32 734 869 45.14 44.14 44.19 60.28 733 729 50.03 49.03 49.07 66.04 743 848 Shear Wave Source Offset -2 ft S-Wave Velocity from Surface = Travel Distance/S-Wave Arrival Interval S-Wave Velocity = (Travel Dist2-Travel Dist1)/(Time2-Time1) APPENDIX C Laboratory Test Results Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project G25000898 October 16, 2025 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Report Date: Sampled By:Sample Date: Tested By: Test Date: Peak Phi (°)32 32 Peak Cohesion (psf)280 280 1 2 3 4 1000 2000 3000 817 1672 2054 0.2045 0.2549 0.2109 820 1738 2085 0.4971 0.5037 0.4935 4.91986E-05 9.56551E-05 0.000118411Deformation Rate (in./min.) Figure B-1 102.7 20.5 Normal Load (psf) Peak Shear Stress (psf) Horizontal Displacement at Peak (inch) Shear Stress @ End of Test (psf) Horizontal Displacement at Ultimate (End of Test) (inch) Moisture Content (%) Points: Sample Description: SANDY lean CLAY (CL) Speciment Data Ultimate Phi (°) Dry Density (pcf) Ultimate Cohesion (psf) Lab Tracking ID:-ILT Remotigue 9/22/2025 Sample Location:B-1 @ 9.5-10' bgs Project Number:G25000898 B. Whitaker 9/2/2025 Direct Shear Test ASTM D-3080 Project Name:Freudenberg-Nok Solar Carports Project 10/1/2025 0 500 1000 1500 2000 2500 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Sh e a r S t r e s s ( p s f ) Horizontal Displacement (in.) Shear Stress vs Displacement Sample 1 Sample 2 Sample 3 0 500 1000 1500 2000 2500 3000 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Sh e a r S t r e s s ( p s f ) Normal Load (psf) Shear Stress vs Normal Load Peak Ultimate Peak Shear Stress Ultimate Shear Stress 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Report Date: Sampled By:Sample Date: Tested By: Test Date: Peak Phi (°)33 32 Peak Cohesion (psf)200 330 1 2 3 4 1000 2000 3000 845 1503 2135 0.1645 0.172 0.1974 992 1500 2238 0.5008 0.503 0.5024 1.92912E-05 4.4015E-05 6.44182E-05 Project Number:G25000898 B. Whitaker 9/2/2025 Direct Shear Test ASTM D-3080 Project Name:Freudenberg-Nok Solar Carports Project 10/1/2025 Lab Tracking ID:--ILT Remotigue 9/22/2025 Sample Location:B-2 @ 6.0-6.5' bgs Sample Description: Poorly-graded SAND with SILT (SP-SM) Speciment Data Ultimate Phi (°) Dry Density (pcf) Ultimate Cohesion (psf) Deformation Rate (in./min.) Figure B-2 n/a 9.1 Normal Load (psf) Peak Shear Stress (psf) Horizontal Displacement at Peak (inch) Shear Stress @ End of Test (psf) Horizontal Displacement at Ultimate (End of Test) (inch) Moisture Content (%) Points: 0 500 1000 1500 2000 2500 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Sh e a r S t r e s s ( p s f ) Horizontal Displacement (in.) Shear Stress vs Displacement Sample 1 Sample 2 Sample 3 0 500 1000 1500 2000 2500 3000 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Sh e a r S t r e s s ( p s f ) Normal Load (psf) Shear Stress vs Normal Load Peak Ultimate Peak Shear Stress Ultimate Shear Stress 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Report Date: Sampled By:Sample Date: Tested By: Test Date: Peak Phi (°)28 29 Peak Cohesion (psf)420 320 1 2 3 4 1000 2000 3000 945 1446 1988 0.0616 0.158 0.2978 886 1418 1994 0.4995 0.4952 0.5337 2.74348E-08 6.49351E-08 5.13368E-05Deformation Rate (in./min.) Figure B-3 85.3 13.7 Normal Load (psf) Peak Shear Stress (psf) Horizontal Displacement at Peak (inch) Shear Stress @ End of Test (psf) Horizontal Displacement at Ultimate (End of Test) (inch) Moisture Content (%) Points: Sample Description: SANDY LEAN CLAY (CL) Speciment Data Ultimate Phi (°) Dry Density (pcf) Ultimate Cohesion (psf) Lab Tracking ID:-ILT Remotigue 9/22/2025 Sample Location:B-4 @ 24.0-24.5' bgs Project Number:G25000898 B. Whitaker 9/2/2025 Direct Shear Test ASTM D-3080 Project Name:Freudenberg-Nok Solar Carports Project 10/9/2025 0 500 1000 1500 2000 2500 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Sh e a r S t r e s s ( p s f ) Horizontal Displacement (in.) Shear Stress vs Displacement Sample 1 Sample 2 Sample 3 0 500 1000 1500 2000 2500 3000 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Sh e a r S t r e s s ( p s f ) Normal Load (psf) Shear Stress vs Normal Load Peak Ultimate Peak Shear Stress Ultimate Shear Stress 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Fax: (661) 324-4218 Project Name:Freudenberg-Nok Solar Carport Project Sample Date:9/2/2025 Project Number:G25000898 Test Date:9/23/2025 Sample Location:B-1 @ 3.0-3.5' bgs Sampled By:B. Whitaker Sample Description:SILTY SAND (SM)Tested By:A. Coon Collapse Potential:-0.13 percent collapse at 1300 psf Dry Density (pcf):97.1 Peak Load (psf):10400 Initial Moisture Content (%):22.2 Figure B-4 Consolidation Test ASTM D 2435, One-Dimensional Analysis SOAKED CONSOLIDATION REBOUND -2.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 0.1 1.0 10.0 100.0 LE N G T H C H A N G E I N P E R C E N T NORMAL STRESS IN KIPS PER SQUARE FOOT CONSOLIDATION PROPERTIES 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Fax: (661) 324-4218 Project Name: Project Number:Sample Date:9/2/2025 Lab Tracking ID:Test Date:9/15/2025 Sample Location: Sample Description: Sampled By:Tested By:Reviewed By: 0.2522 EI 0.2746 0 - 20 0.0224 21 - 50 51 - 90 22 91 - 130 21 >130 Remarks:Low Potential Expansion . Figure B-5 Sample + Tare Weight (g) Tare Weight (g) 797.9 EXPANSION READINGS Dry Weight + Tare Tare Weight (g) Moisture Content (%) 0.007272 Moisture Content Data 367.9 6.8% Wet Weight + Tare 367.9 240.2 0 EXPANSION INDEX OF SOILS INITIAL SET-UP DATA FINAL TAKE-DOWN DATA TEST DATA F. Velez ILTRB. Whitaker ASTM D 4829 / UBC STANDARD 18-2 Wet Weight + Tare 837.9256.5 Final Volume (ft3)0.007435 16.5% Dry Weight + Tare 771.4 Tare Weight (g) High Classification of Expansive Soil 109Degree of Saturation Degree of Saturation Low Medium Uncorrected Expansion Index Expansion (in) Very LowFinal Gauge Reading (in) 48.2 Initial Gauge Reading (in) 139.4 Final Dry Density (pcf)119.6 Remolded Wet Density (pcf)130.4 Remolded Dry Density (pcf)122.1 Corrected Expansion Index, EI Freudenberg-Nok Solar Carport Project G25000898 B-1 @ 1.0-4.0' bgs SILTY SAND (SM) Final Wet Density (pcf) Initial Volume (ft3) 367.9 Moisture Content Data Very High Moisture Content (%) Tare Weight (g) 837.9Sample + Tare Weight (g) Potential Expansion 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Fax: (661) 324-4218 Project Name:Freudenberg-Nok Solar Carport Project Sample Date: Project Number:G25000898 Test Date: Sampled By:B. Whitaker Tested By: Sample # Sample ID Location Description Wet+Tare (g)25.85 24.63 23.67 23.92 23.65 25.08 Dry+Tare (g)22.88 22.13 21.46 20.97 20.91 22.05 Tare (g)14.06 13.94 13.93 14.00 14.08 13.91 No. of Blows 15 25 35 15 20 35 LL 33.7 30.5 29.3 42.3 40.1 37.2 Corrected LL 31.7 30.5 30.6 39.8 39.0 38.8 Wet+Tare (g)20.60 18.65 18.77 17.70 Dry+Tare (g)19.73 18.03 17.94 17.05 Tare (g)14.04 13.99 14.02 14.01 M.C.15.3 15.3 21.2 21.4 Results Results Results AVG L.L.30.9 39.2 AVG P.L.15.3 21.3 P.I.16 18 USCS Symbol Remarks: Figure B-6 Atterberg Limits Liquid Limit (LL), Plastic Limit(PL), Plastic Index (PI) 9/2/2025 9/25/2025 ILTRemotigue Specification SANDY lean CLAY (CL)CLAY (CL) Plastic Limit Data Specification 2 ASTM D4318 1 CL CL Specification B-1 @ 24.5-25.0' bgs B-2 @ 9.5-10.0' bgs 1 2 30.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 PL A S T I C I T Y I N D E X [ % ] LIQUID LIMIT [%] PLASTICITY CHART ML CL OH or MH CH CL -ML ML or OL A-line ML CL CHCL -ML ML ML CL CHCL -ML ML ML CL CHCL -ML ML ML CL CHCL -ML ML ML CL CHCL -ML ML ML CL CHCL -ML ML U-lin e Reviewed By: I. Remotigue 4820 Rosedale Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Fax: (661) 324-4218 Project Name:Sample Date: Project Number:Test Date: Sample Location:Report Date: Sampled By: Tested By: Sample Description:SILTY SAND (SM) Soil temperature at minimum resistance =15.5 0C 4,100 2,800 2,900 Reviewed By: PH SULFATE, PARTS PER MILLION CHLORIDE, PARTS PER MILLION 8.11 Not detected Not detected Corrosion Potential Resistance Measured (ohms) 9/2/2025 Reading Multiplier Setting B-1 @ 1.0-4.0' bgs B Whitaker A. Coon Resistivity (ohm-cm)Total Moisture Added (ml)Meter Dial I. Remotigue Figure B-7 15 4.1 1,000 2,800 Minimum Resistivity at 15.5oC, Ohm-cm 2,800 9/23/2025 9/15/2025 Freudenberg-Nok Solar Carport Project G25000898 4,100 25 2.8 1,000 2.9 1,000 2,90035 4820 Rosedal Lane Bakersfield, CA 93314 Ph: (661) 327-0671 Fax: (661) 324-4218 Project Name:Freudenberg-Nok Solar Carport Project Sample Date: Project Number:G25000898 Test Date: B. Whitaker Tested By: B-1 9.5'117.6 20.5%65.6% B-1 19.5'363.4 16.5%63.1% B-1 29.5'315.4 12.6%38.3% B-1 34.5'261 10.8%35.0% B-1 39.5'264.4 15.1%42.0% B-1 44.5'299.8 22.1%66.5% B-1 49.5'281.4 22.9%65.2% B-2 19.5'348.4 16.5%69.6% B-2 29.5'257.6 22.9%84.7% B-4 3'211.6 9.1%40.5% B-4 6'220.4 2.4%5.0% B-4 14.5'227.4 18.7%78.4% Remarks: Figure B-8 Dry Wt.Dry Wt. 97.6 33.6 311.8 229.8 133.2 235.6 153.2 245.6 82.2 229 79.6 299 115.2 280.2 172.8 91 SANDY lean CLAY (CL) SANDY lean CLAY (CL) SILTY SAND (SM) SILTY SAND (SM) Minus 200 Wash Report Percentage Passing (%)Wet Wt. Sample Designation Before Wash After Wash Moisture Content (%) Sampled By: 9/2/2025 9/16/2025 J. Buenrostro SILTY SAND (SM) SANDY lean CLAY (CL) SANDY lean CLAY (CL) Sample Description SANDY lean CLAY (CL) 215.2 204.4 191.6 41.4 209.6 32 194 115.4 SANDY lean CLAY (CL) SILTY, CLAYEY SAND (SC-SM) Poorly-graded SAND with SILT (SP-SM) SANDY, SILTY CLAY (CL-ML) APPENDIX D Liquefaction Analyses Geotechnical Engineering Investigation Freduenberg-Nok Solar Carports Project 2041 Wilshire Avenue Santa Ana, CA BSK Project G25000898 October 16, 2025 T A B L E O F C O N T E N T S 1 8 24 40 56 65 66 79 SCPT-1 results Summary data report Input field data Cyclic stress resistance results Cyclic resistance ratio results Liquefaction potential index data Vertical settlements summary report Vertical settlements data report Strength loss data report CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:10 PM Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq LIQUEFACTION ANALYSIS REP ORT Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 G.W.T. (in-situ): G.W.T. (earthq.): Average results interval: Ic cut-off value: Unit weight calculation: Project title : Freudenberg-Nok Solar Carports Project Location : BSK Associates 4820 Rosedale Lane Bakersfield, CA 933014 CPT file : SCPT-1 50.00 ft 27.00 ft 3 2.60 Based on SBT Use fill: Fill height: Fill weight: Kσ applied: No N/A N/A No Yes Clay like behavior applied: Limit depth applied: Limit depth: MSF method: Sand & Clay No N/A Method based Cone resistance qt (tsf) 4002000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance SBTn Plot Ic (Robertson 1990) 4321 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot CRR plot CRR & CSR 0.60.40.20 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. qc1N,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%)0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 Friction Ratio Rf (%) 1086420 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Mw =71/2, σv '=1 atm base curve, PL=16%Summary of liquefaction potential FS Plot Factor of safety 21.510.50 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq 1 This software is licensed to: BSK Associates CPT name: SCPT-1 Cone resistance qt (tsf) 4003002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance C P T b a s i c i n t e r p r e t a t i o n p l o t s Friction Ratio Rf (%) 1086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Pore pressure u (psi) 50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure Insitu SBT Plot Ic(SBT) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBT Plot Soil Behaviour Type SBT (Robertson et al. 1986) 1817161514131211109876543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Organic soil Clay Clay & silty claySilty sand & sandy siltClay Clay & silty clay ClayClay & silty claySilty sand & sandy siltClay Clay Clay & silty clayClayClay & silty clayClay & silty claySand & silty sandSandSandSand & silty sand Silty sand & sandy siltClay & silty clayClayClay & silty clayClay Clay & silty clayClay Clay Clay & silty clay ClayClaySand & silty sand Clay CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 2 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A SBT legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine grained This software is licensed to: BSK Associates CPT name: SCPT-1 Norm. cone resistance Qtn 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r m a l i z e d ) Norm. friction ratio Fr (%) 1086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. friction ratio Nom. pore pressure ratio Bq 10.80.60.40.20-0.2 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Nom. pore pressure ratio SBTn Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot Norm. Soil Behaviour Type SBTn (Robertson 1990) 1817161514131211109876543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. Soil Behaviour Type Organic soil ClayClay & silty claySand & silty sandClay & silty claySilty sand & sandy siltClay & silty clayClayClay & silty claySand & silty sand Clay Clay Clay & silty claySand & silty sand Sand & silty sand Silty sand & sandy siltSilty sand & sandy siltClay & silty clay Clay Clay & silty clay Clay Clay & silty clayClay & silty clayClay CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 3 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq SBTn legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine grained Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-1 Norm. cone resistance qc1N 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r m e d i a t e r e s u l t s ) SBTn Index Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Apparent fines content FC (%) 100806040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Apparent fines content "Fines" adjustment Delta qc1N 6040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 "Fines" adjustment Corrected norm. cone resistance qc1N,cs 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 4 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-1 CRR plot CRR & CSR 0.60.40.20 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Liquefaction potential LPI 20151050 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Liquefaction potential Vertical settlements Settlement (in) 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Vertical settlements Dry : 0.34 (in)Wet: 1.67 (in) Lateral displacements Displacement (in) 0 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Lateral displacements CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 5 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A F.S. color scheme LPI color scheme Almost certain it will liquefy Very likely to liquefy Liquefaction and no liq. are equally likely Unlike to liquefy Almost certain it will not liquefy Very high risk High risk Low risk This software is licensed to: BSK Associates CPT name: SCPT-1 Normalized friction ratio (%)0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 L i q u e f a c t i o n a n a l y s i s s u m m a r y p l o t s qc1N,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Thickness of surface layer, H1 (m)109876543210 Th i c k n e s s o f l i q u e f i a b l e s a n d l a y e r , H 2 ( m ) 12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 Analysis PGA: 0.59 PGA 0.40g - 0.50g CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 6 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-1 Norm. cone resistance qc1N 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance C h e c k f o r s t r e n g t h l o s s p l o t s ( I d r i s s & B o u l a n g e r ( 2 0 0 8 ) ) Residual strength correction Delta qc1N-Sr 604020 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Residual strength correction Corrected norm. cone resistance qc1Ncs-Sr 300200100 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance SBTn Index Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Liquefied Su/Sig'v Su/Sig'v 10.90.80.70.60.50.40.30.20.10 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Peak Su ratio Liq. Su ratio Liquefied Su/Sig'v CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 7 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 1 0.09 0.49 0.11 95.45100.000.09 2 0.14 0.49 0.27 99.73100.000.18 3 0.23 0.79 0.45 103.60100.001.87 4 0.28 1.18 0.55 115.1118.952.85 5 0.37 110.71 0.73 118.989.220.36 6 0.45 116.33 1.05 121.595.630.09 7 0.46 111.89 1.13 122.787.510.09 8 0.55 88.73 1.33 123.189.910.18 9 0.60 78.47 1.41 123.4313.620.09 10 0.66 64.47 1.52 123.4416.870.00 11 0.74 55.90 1.55 123.1022.090.00 12 0.83 37.07 1.55 122.5727.880.53 13 0.87 31.35 1.55 121.9435.720.53 14 0.94 25.83 1.58 121.6341.560.80 15 1.01 21.89 1.63 121.3446.880.62 16 1.06 20.41 1.60 120.8651.500.53 17 1.15 17.25 1.48 120.1653.96-0.89 18 1.21 16.46 1.34 119.2554.99-0.53 19 1.28 16.46 1.18 118.4354.13-0.62 20 1.33 15.77 1.09 117.7153.23-0.45 21 1.38 15.38 1.02 116.9153.35-0.89 22 1.47 14.20 0.89 115.6952.10-0.80 23 1.53 13.90 0.66 113.9250.41-0.71 24 1.61 12.82 0.51 112.3848.71-1.96 25 1.66 12.42 0.53 111.7849.43-2.14 26 1.71 12.03 0.55 112.0251.66-2.05 27 1.80 11.44 0.59 112.1654.17-2.05 28 1.84 10.75 0.59 112.2455.90-2.67 29 1.91 10.94 0.59 112.2856.89-2.67 30 2.01 10.84 0.61 112.3557.55-2.67 31 2.05 10.45 0.61 112.3158.98-3.29 32 2.15 9.96 0.60 112.2160.30-3.21 33 2.19 9.86 0.60 112.0960.96-3.29 34 2.24 9.86 0.59 111.7760.58-2.85 35 2.33 9.66 0.53 111.3860.06-2.67 36 2.37 9.56 0.52 110.8259.41-2.67 37 2.47 9.37 0.48 110.4359.09-2.49 38 2.51 9.27 0.46 109.8558.78-2.49 39 2.60 8.87 0.41 109.2659.08-2.40 40 2.65 8.38 0.39 108.6259.11-2.31 41 2.70 8.38 0.37 108.0358.57-2.14 42 2.79 8.38 0.33 107.5757.45-1.78 43 2.84 8.38 0.32 107.1956.53-1.60 44 2.93 8.38 0.32 107.0956.30-1.60 45 2.96 8.38 0.32 107.0956.10-1.25 46 3.02 8.48 0.32 107.2356.44-0.98 47 3.11 8.38 0.33 107.4257.09-1.07 48 3.16 8.28 0.34 107.6558.05-1.07 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 8 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 49 3.25 8.28 0.36 107.8158.63-0.71 50 3.29 8.28 0.36 107.7558.47-0.45 51 3.43 8.28 0.34 107.4956.75-0.36 52 3.48 8.87 0.31 106.9852.01-0.45 53 3.57 10.35 0.27 106.5245.76-0.36 54 3.61 11.93 0.24 105.8337.69-0.53 55 3.73 14.98 0.20 105.2632.15-0.36 56 3.76 15.87 0.18 104.5527.22-0.36 57 3.85 17.94 0.16 104.1524.75-0.36 58 3.90 18.63 0.15 103.7922.39-0.36 59 3.94 20.01 0.15 103.7220.76-0.27 60 4.01 21.69 0.15 103.9919.33-0.18 61 4.08 23.27 0.16 104.5018.38-0.18 62 4.15 24.35 0.17 105.0917.54-0.18 63 4.22 26.32 0.18 105.4916.71-0.18 64 4.28 27.60 0.18 105.8016.05-0.18 65 4.36 28.00 0.18 106.0715.72-0.09 66 4.40 28.69 0.19 106.5615.55-0.09 67 4.49 30.17 0.21 106.8014.95-0.09 68 4.54 31.65 0.20 106.5413.580.00 69 4.63 34.31 0.16 106.0812.210.00 70 4.68 35.79 0.17 105.815.000.00 71 4.73 36.38 0.17 106.185.000.00 72 4.82 37.86 0.18 106.565.000.00 73 4.87 36.77 0.19 107.0611.13-0.09 74 4.96 38.45 0.20 107.4811.080.09 75 5.00 40.32 0.21 107.9110.960.09 76 5.06 39.83 0.22 108.3011.210.09 77 5.14 38.74 0.24 108.8312.50-0.15 78 5.20 34.50 0.27 109.3814.75-0.16 79 5.25 29.77 0.30 110.0618.57-0.18 80 5.34 24.74 0.36 110.4723.09-0.26 81 5.38 21.10 0.38 111.1628.78-0.18 82 5.47 18.24 0.47 111.6234.48-0.27 83 5.53 15.67 0.51 112.2140.46-0.18 84 5.61 14.20 0.57 112.4345.21-0.18 85 5.66 13.31 0.58 112.5848.55-0.18 86 5.75 12.72 0.59 112.5450.090.00 87 5.80 12.72 0.58 112.4650.580.00 88 5.84 12.72 0.57 112.3247.850.09 89 5.93 14.89 0.52 112.1143.980.18 90 5.98 16.17 0.49 111.7436.810.18 91 6.07 20.80 0.41 111.3731.30-0.09 92 6.11 22.87 0.39 110.9924.85-0.18 93 6.21 29.18 0.34 110.6720.57-0.18 94 6.26 32.43 0.31 110.1817.21-0.18 95 6.30 33.72 0.28 109.5615.14-0.18 96 6.40 35.88 0.25 109.0913.98-0.18 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 9 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 97 6.44 36.28 0.25 108.8713.17-0.18 98 6.54 37.26 0.25 108.9712.98-0.18 99 6.57 37.56 0.26 109.1712.89-0.18 100 6.63 37.86 0.26 109.4613.20-0.18 101 6.72 36.87 0.28 109.8613.83-0.18 102 6.76 35.98 0.31 110.6115.32-0.18 103 6.86 33.62 0.37 111.3617.33-0.18 104 6.90 30.96 0.41 112.1820.17-0.18 105 6.97 28.20 0.47 112.8523.34-0.18 106 7.04 25.73 0.53 113.4226.47-0.18 107 7.09 24.25 0.56 113.8229.84-0.18 108 7.18 21.49 0.60 114.0032.37-0.18 109 7.23 21.00 0.61 114.1134.20-0.18 110 7.32 21.10 0.62 112.7931.640.00 111 7.41 21.89 0.30 111.1928.500.00 112 7.45 22.08 0.30 109.1525.14-0.09 113 7.50 21.98 0.32 109.3725.53-0.18 114 7.55 21.69 0.33 109.5826.70-0.36 115 7.64 20.11 0.34 109.6827.86-0.45 116 7.69 19.82 0.34 109.6928.78-0.03 117 7.75 19.86 0.34 109.9329.240.71 118 7.83 19.91 0.38 110.5430.000.53 119 7.89 20.21 0.43 111.4131.240.36 120 7.97 20.21 0.48 112.0532.660.27 121 8.03 19.32 0.50 112.2934.220.18 122 8.10 18.24 0.49 112.2436.170.27 123 8.15 16.96 0.50 112.2438.910.18 124 8.23 15.38 0.54 112.3342.230.27 125 8.29 14.29 0.55 112.4744.920.27 126 8.33 14.29 0.57 112.5745.800.36 127 8.40 14.69 0.57 112.4345.780.36 128 8.47 14.00 0.53 111.8447.280.18 129 8.56 11.53 0.47 111.1549.850.18 130 8.61 11.04 0.47 110.7354.210.18 131 8.70 9.96 0.50 110.7757.160.18 132 8.75 9.66 0.51 110.7760.660.27 133 8.84 8.97 0.51 110.6562.170.18 134 8.89 8.97 0.49 110.4562.980.18 135 8.93 8.97 0.48 110.2562.430.18 136 8.99 8.97 0.46 109.4760.590.18 137 9.07 8.87 0.35 108.3457.560.27 138 9.14 9.07 0.29 107.4955.170.27 139 9.21 9.17 0.34 107.6054.560.36 140 9.25 9.37 0.36 108.3655.880.36 141 9.35 9.37 0.40 108.9757.390.36 142 9.39 9.17 0.44 109.5459.560.36 143 9.45 8.97 0.46 110.0161.360.36 144 9.54 9.07 0.49 110.3162.370.36 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 10 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 145 9.58 9.07 0.50 110.0861.560.36 146 9.71 9.07 0.41 109.5260.150.36 147 9.72 9.07 0.39 107.7256.020.36 148 9.81 8.87 0.21 106.5053.030.45 149 9.91 9.17 0.26 105.5750.050.45 150 9.94 9.66 0.28 106.7148.570.45 151 10.00 11.44 0.32 107.6346.640.45 152 10.04 12.03 0.34 109.0644.920.36 153 10.16 13.60 0.44 110.1144.700.18 154 10.18 13.70 0.46 111.2645.540.18 155 10.27 13.60 0.54 111.8447.020.27 156 10.32 13.41 0.56 112.4347.430.27 157 10.41 14.59 0.58 113.0441.690.45 158 10.50 21.39 0.58 113.6634.850.62 159 10.53 25.73 0.58 114.4926.760.71 160 10.59 37.46 0.59 115.1421.460.71 161 10.64 44.76 0.59 115.9015.450.53 162 10.73 66.25 0.58 116.3511.000.53 163 10.86 84.49 0.54 116.598.240.53 164 10.88 87.84 0.54 116.667.010.53 165 10.91 90.30 0.54 116.746.730.53 166 10.96 91.68 0.55 116.886.550.62 167 11.06 94.05 0.56 116.976.500.53 168 11.09 93.26 0.55 116.826.780.53 169 11.21 83.80 0.53 116.497.300.53 170 11.24 79.85 0.51 115.938.170.45 171 11.32 70.88 0.48 115.379.270.45 172 11.38 61.02 0.47 114.8310.700.45 173 11.43 56.19 0.46 114.4012.630.45 174 11.49 47.02 0.46 114.0215.010.36 175 11.56 38.45 0.46 113.5118.620.36 176 11.62 30.66 0.46 112.8423.960.36 177 11.71 20.70 0.45 112.1330.230.36 178 11.75 17.94 0.45 110.6737.840.36 179 11.88 12.22 0.33 109.3143.020.36 180 11.91 11.24 0.32 107.5950.180.36 181 12.02 8.38 0.30 106.8155.190.45 182 12.07 7.89 0.28 106.0061.110.45 183 12.12 7.30 0.27 105.4663.980.45 184 12.16 6.61 0.25 104.7268.270.45 185 12.25 5.62 0.23 103.9271.600.53 186 12.30 5.62 0.21 103.0772.840.53 187 12.34 5.62 0.19 102.3370.990.62 188 12.44 5.62 0.17 101.6969.260.71 189 12.48 5.72 0.16 101.1565.460.71 190 12.62 6.41 0.15 100.9262.310.89 191 12.63 6.61 0.15 100.8859.350.89 192 12.67 6.80 0.15 101.7458.140.98 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 11 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 193 12.81 7.69 0.19 102.7957.141.07 194 12.84 8.18 0.21 104.2754.651.07 195 12.90 9.66 0.25 105.4152.331.16 196 12.95 10.55 0.27 107.1247.761.16 197 13.03 14.10 0.34 108.6145.761.16 198 13.08 14.20 0.40 110.2144.041.25 199 13.13 15.67 0.47 111.7344.221.34 200 13.22 17.45 0.59 113.6543.261.43 201 13.31 20.60 0.76 115.1542.661.51 202 13.34 21.20 0.81 116.3542.271.60 203 13.40 22.08 0.91 117.0642.631.60 204 13.46 22.67 0.99 117.8243.071.60 205 13.54 23.36 1.08 118.3543.531.69 206 13.59 23.46 1.11 118.8344.371.69 207 13.68 23.17 1.19 119.1045.431.87 208 13.71 22.77 1.21 119.3746.811.87 209 13.87 22.28 1.27 119.4847.952.05 210 13.92 22.08 1.27 119.2247.822.05 211 13.96 22.08 1.09 118.5346.542.05 212 14.00 21.89 0.95 117.4644.512.05 213 14.05 21.59 0.83 116.9844.602.05 214 14.14 20.31 0.93 116.9245.942.05 215 14.19 19.82 0.96 117.0951.192.05 216 14.29 14.98 1.00 116.7360.742.05 217 14.31 9.66 0.99 116.6664.222.05 218 14.39 16.86 1.00 116.7562.782.05 219 14.47 16.46 1.00 116.9556.382.14 220 14.52 16.07 0.94 116.3756.332.14 221 14.61 15.48 0.81 115.7555.862.23 222 14.65 15.48 0.79 115.2855.022.31 223 14.70 15.77 0.78 115.1753.742.40 224 14.79 16.56 0.75 115.1752.372.49 225 14.84 17.06 0.77 115.6451.222.49 226 14.93 18.44 0.89 116.3151.202.49 227 14.97 18.63 0.95 117.1652.202.49 228 15.07 18.44 1.06 117.6953.322.58 229 15.11 18.83 1.10 118.1853.572.76 230 15.16 19.91 1.14 118.4352.882.85 231 15.23 20.21 1.15 118.5052.332.85 232 15.30 19.91 1.11 118.3652.453.03 233 15.43 19.42 1.08 118.1952.903.03 234 15.47 19.32 1.09 118.0553.223.03 235 15.53 19.13 1.06 118.0253.403.03 236 15.57 19.22 1.07 118.0853.443.03 237 15.62 19.52 1.11 118.3453.563.03 238 15.69 19.91 1.17 118.8753.623.03 239 15.76 21.00 1.29 119.3654.092.94 240 15.82 20.70 1.33 119.6854.432.85 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 12 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 241 15.90 20.70 1.32 119.6354.742.85 242 15.95 20.60 1.27 119.4855.252.85 243 16.04 19.62 1.27 119.3356.012.85 244 16.09 19.42 1.27 119.2656.843.03 245 16.18 19.42 1.26 119.2156.953.03 246 16.22 19.52 1.25 119.1956.543.12 247 16.29 19.91 1.25 119.1956.143.03 248 16.36 20.01 1.24 119.1955.853.03 249 16.42 20.01 1.25 119.1856.003.03 250 16.50 19.82 1.25 119.1656.213.03 251 16.54 19.82 1.24 119.0157.003.03 252 16.66 18.63 1.20 118.8457.913.03 253 16.68 18.44 1.19 118.6159.003.03 254 16.76 17.94 1.17 118.4359.813.03 255 16.87 17.35 1.14 118.2760.693.12 256 16.89 17.25 1.14 118.2561.723.03 257 16.96 16.86 1.18 118.3763.093.03 258 17.01 16.46 1.22 118.2765.023.03 259 17.19 15.28 1.14 117.9966.532.94 260 17.23 15.08 1.09 117.6067.213.03 261 17.25 14.98 1.07 116.9166.062.94 262 17.33 14.59 0.86 115.8163.783.03 263 17.37 14.49 0.68 114.6461.373.03 264 17.46 14.39 0.70 114.1060.563.12 265 17.56 14.20 0.71 114.1661.213.12 266 17.60 14.20 0.70 114.1461.713.12 267 17.65 14.00 0.70 114.1361.983.12 268 17.74 14.00 0.70 114.1262.353.12 269 17.80 14.00 0.70 114.1562.383.21 270 17.89 14.10 0.70 114.1262.193.21 271 17.94 14.20 0.69 114.0961.703.21 272 17.98 14.39 0.69 114.1260.803.29 273 18.06 14.98 0.70 114.2960.223.29 274 18.12 15.18 0.72 114.7160.053.29 275 18.21 15.58 0.79 115.1460.313.29 276 18.25 15.87 0.82 115.5560.493.29 277 18.31 16.07 0.84 115.9260.803.29 278 18.39 16.27 0.91 116.4561.523.29 279 18.49 16.66 1.00 116.9062.253.29 280 18.52 16.66 1.00 117.1662.603.29 281 18.63 16.66 1.00 117.1762.793.29 282 18.66 16.66 1.00 117.1862.853.29 283 18.72 16.66 1.01 117.1863.243.29 284 18.81 16.37 1.01 117.0963.663.38 285 18.86 16.17 0.98 116.9063.963.38 286 18.91 15.97 0.95 116.7663.963.38 287 19.03 16.07 0.96 116.6964.083.38 288 19.05 16.07 0.96 116.7163.153.38 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 13 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 289 19.15 16.86 0.93 116.7161.953.47 290 19.18 17.35 0.93 116.7859.643.47 291 19.27 18.63 0.94 116.8359.303.38 292 19.32 17.45 0.94 116.8459.403.38 293 19.36 17.35 0.94 116.7661.173.38 294 19.46 16.66 0.94 116.7261.993.47 295 19.50 16.66 0.94 116.6462.553.47 296 19.59 16.66 0.92 116.5862.103.56 297 19.64 17.06 0.91 116.5161.383.56 298 19.69 17.25 0.90 116.4360.053.47 299 19.78 17.84 0.87 116.3659.603.47 300 19.82 17.45 0.88 116.3260.143.47 301 20.00 16.66 0.90 116.3661.763.47 302 20.03 16.56 0.90 116.3463.733.47 303 20.06 15.58 0.90 116.3464.043.47 304 20.09 16.41 0.90 116.4264.623.83 305 20.18 16.27 0.94 116.5864.883.92 306 20.23 15.87 0.96 116.6965.873.92 307 20.28 15.87 0.96 116.4866.353.92 308 20.37 15.38 0.87 116.1965.314.01 309 20.42 16.17 0.85 115.7265.003.92 310 20.51 15.08 0.81 115.4564.733.92 311 20.56 15.08 0.79 115.0665.033.92 312 20.65 15.08 0.74 114.7065.473.92 313 20.69 14.00 0.71 114.3266.494.01 314 20.74 13.51 0.70 114.0469.134.01 315 20.83 12.62 0.70 113.9171.044.01 316 20.88 12.52 0.70 113.8773.004.01 317 20.97 12.22 0.71 113.9174.024.01 318 21.01 12.13 0.72 113.9674.874.10 319 21.07 12.13 0.72 114.0075.224.10 320 21.16 12.13 0.73 114.1475.784.10 321 21.25 12.13 0.76 114.2976.574.01 322 21.29 12.03 0.77 114.4377.744.01 323 21.34 11.73 0.78 114.3779.764.01 324 21.44 10.94 0.77 114.2081.803.92 325 21.48 10.75 0.75 113.9383.763.92 326 21.52 10.35 0.72 113.5085.413.92 327 21.62 9.56 0.67 113.0887.113.92 328 21.66 9.46 0.66 112.5187.904.01 329 21.76 9.27 0.59 112.0687.834.10 330 21.80 9.07 0.57 111.5187.614.10 331 21.94 8.87 0.54 111.1687.234.18 332 21.99 9.07 0.52 110.8586.584.27 333 22.03 8.97 0.51 110.6585.514.27 334 22.08 9.07 0.49 110.5085.134.27 335 22.12 9.07 0.49 110.4283.274.27 336 22.26 9.66 0.48 110.5382.234.10 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 14 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 337 22.30 9.76 0.50 110.7180.824.10 338 22.31 9.96 0.51 111.1980.764.10 339 22.40 10.35 0.57 111.7681.784.10 340 22.45 10.15 0.62 112.7182.284.10 341 22.55 11.14 0.72 113.4082.374.01 342 22.60 11.44 0.73 113.9381.434.01 343 22.65 11.53 0.75 114.0281.054.01 344 22.78 11.53 0.74 114.0481.134.01 345 22.80 11.53 0.73 114.0981.324.01 346 22.88 11.53 0.76 114.2381.504.10 347 22.90 11.73 0.77 114.4981.254.10 348 22.98 12.13 0.80 114.7580.414.10 349 23.04 12.52 0.83 115.2378.464.27 350 23.14 13.80 0.89 115.6576.784.27 351 23.18 14.10 0.91 116.3174.814.27 352 23.27 15.28 1.01 116.8173.774.27 353 23.30 15.77 1.04 117.6972.224.18 354 23.43 17.45 1.21 118.3171.254.18 355 23.48 17.84 1.24 118.8570.104.18 356 23.50 18.34 1.25 119.0769.004.10 357 23.57 19.13 1.28 119.2867.094.10 358 23.64 20.51 1.29 119.5664.294.10 359 23.71 22.38 1.31 119.8460.904.10 360 23.76 24.35 1.33 120.1757.514.10 361 23.87 26.52 1.36 120.3755.293.83 362 23.90 26.81 1.35 120.4853.313.29 363 23.98 28.20 1.32 120.3351.070.53 364 24.09 30.17 1.22 120.2248.58-3.03 365 24.13 31.45 1.22 120.1346.64-2.85 366 24.17 31.84 1.22 120.1845.79-3.12 367 24.22 32.34 1.22 120.1745.21-2.94 368 24.32 32.73 1.20 120.1145.29-2.23 369 24.36 31.55 1.20 119.8747.26-1.16 370 24.45 27.01 1.17 119.5351.24-0.62 371 24.50 23.66 1.16 119.1956.31-0.45 372 24.54 21.98 1.18 119.0661.18-0.80 373 24.62 19.91 1.23 118.9163.99-0.27 374 24.68 19.91 1.16 118.4264.52-0.09 375 24.77 19.91 0.99 117.9663.34-0.09 376 24.82 19.91 1.02 117.9862.92-0.09 377 24.95 20.51 1.16 118.4564.810.00 378 25.00 19.42 1.21 119.1564.350.00 379 25.11 22.67 1.30 119.4964.420.18 380 25.15 21.69 1.31 119.7264.350.18 381 25.25 20.31 1.31 119.5966.820.27 382 25.29 19.52 1.30 119.4668.510.27 383 25.33 19.52 1.29 119.4368.200.36 384 25.43 20.60 1.29 119.4867.060.71 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 15 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 385 25.47 21.00 1.29 119.5564.480.80 386 25.61 22.77 1.26 119.5162.990.71 387 25.66 22.48 1.23 119.4562.250.71 388 25.74 21.79 1.24 119.4563.020.71 389 25.80 21.89 1.27 119.7062.840.71 390 25.89 23.66 1.34 120.0261.610.98 391 25.93 24.65 1.36 120.2857.960.98 392 26.02 28.20 1.30 120.3154.590.80 393 26.07 29.38 1.26 120.2451.190.80 394 26.13 30.66 1.23 120.1749.210.80 395 26.21 31.94 1.21 120.1647.820.80 396 26.26 32.43 1.22 120.2146.820.80 397 26.34 33.12 1.23 120.2546.540.71 398 26.39 32.93 1.22 120.2046.330.71 399 26.49 32.73 1.19 120.0446.540.71 400 26.53 32.04 1.16 119.9047.120.71 401 26.58 31.05 1.17 120.0450.170.80 402 26.71 27.11 1.33 120.3153.970.89 403 26.74 26.32 1.38 121.0458.720.89 404 26.85 26.22 1.66 121.8959.631.07 405 26.91 29.48 1.82 123.0655.431.16 406 27.04 39.43 1.95 123.7851.481.25 407 27.09 38.94 1.98 123.8449.511.16 408 27.13 34.80 1.78 123.3350.750.98 409 27.18 33.42 1.67 123.3750.261.11 410 27.27 40.42 1.98 124.0547.270.89 411 27.31 47.02 2.10 125.3243.331.07 412 27.41 54.42 2.40 126.0941.230.53 413 27.45 54.52 2.48 126.8838.810.27 414 27.52 64.28 2.63 127.4436.220.00 415 27.56 72.66 2.74 128.2032.61-0.80 416 27.66 83.80 2.93 128.8128.85-0.98 417 27.70 99.27 2.92 129.2624.50-2.14 418 27.79 118.89 2.80 129.4619.90-3.12 419 27.84 142.26 2.65 129.4815.36-2.00 420 27.93 174.00 2.44 129.3812.26-2.67 421 27.98 184.84 2.33 129.1810.19-1.87 422 28.03 193.72 2.22 128.928.70-1.51 423 28.11 214.52 2.03 128.777.28-1.43 424 28.21 235.42 2.03 128.736.13-1.25 425 28.25 244.98 2.03 129.305.28-1.07 426 28.39 283.23 2.32 130.004.78-0.80 427 28.44 298.81 2.48 130.784.46-0.62 428 28.48 306.20 2.62 131.274.21-0.62 429 28.58 328.28 2.71 131.604.04-0.62 430 28.62 331.54 2.75 131.963.69-0.62 431 28.71 357.47 2.88 132.233.50-0.45 432 28.75 362.30 2.92 132.463.30-0.36 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 16 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 433 28.82 365.45 2.94 132.483.07-0.27 434 28.90 382.31 2.83 132.422.78-0.18 435 28.95 388.52 2.79 132.512.51-0.09 436 29.04 401.83 2.96 132.622.33-0.09 437 29.08 411.49 2.88 132.432.01-0.09 438 29.15 415.14 2.51 131.311.290.00 439 29.22 414.79 1.75 129.140.160.00 440 29.27 431.11 1.02 127.030.000.00 441 29.34 414.45 1.19 126.770.000.00 442 29.41 429.23 1.59 128.260.000.09 443 29.47 427.36 1.89 129.780.390.18 444 29.54 412.48 2.26 130.941.050.62 445 29.64 411.98 2.62 131.711.650.80 446 29.69 402.42 2.69 131.941.891.16 447 29.73 398.28 2.54 131.571.761.07 448 29.82 402.52 2.25 131.091.521.16 449 29.86 400.10 2.22 130.511.190.98 450 29.96 402.62 1.99 130.061.011.16 451 29.99 397.69 1.87 129.981.031.16 452 30.05 391.97 2.16 129.891.871.16 453 30.12 293.09 2.12 130.162.290.62 454 30.20 369.00 2.16 130.012.480.53 455 30.25 364.96 2.09 129.851.720.80 456 30.35 364.66 1.84 129.661.650.71 457 30.39 367.23 2.01 129.951.830.89 458 30.49 361.61 2.33 130.502.211.25 459 30.53 358.55 2.34 130.872.481.51 460 30.58 361.26 2.37 130.902.531.43 461 30.67 359.24 2.36 130.882.511.25 462 30.72 360.92 2.32 130.662.461.25 463 30.81 352.73 2.17 130.402.501.78 464 30.86 339.82 2.17 130.182.622.14 465 30.91 336.37 2.17 130.152.791.87 466 30.99 334.79 2.18 130.132.921.87 467 31.04 327.40 2.18 130.153.141.96 468 31.14 319.41 2.23 130.173.361.87 469 31.18 317.05 2.23 130.193.561.87 470 31.31 312.61 2.24 130.113.641.87 471 31.39 309.55 2.18 130.113.841.78 472 31.46 302.06 2.27 129.964.011.96 473 31.50 292.60 2.15 129.444.281.96 474 31.59 264.99 1.83 128.904.411.96 475 31.66 268.35 1.89 128.484.661.78 476 31.72 258.29 1.90 128.544.891.78 477 31.77 253.85 1.91 128.495.371.78 478 31.83 239.56 1.93 128.866.391.78 479 31.94 220.63 2.30 129.407.681.43 480 31.96 217.77 2.50 130.118.801.43 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 17 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 481 32.10 221.42 2.68 130.409.461.51 482 32.14 207.91 2.65 130.4710.261.43 483 32.19 192.44 2.68 130.4111.351.78 484 32.24 185.24 2.77 130.4613.341.43 485 32.34 155.27 2.96 130.6115.321.96 486 32.38 151.62 3.09 130.7317.812.14 487 32.42 140.28 3.21 130.7719.422.31 488 32.51 129.34 3.20 130.4921.082.23 489 32.56 120.67 2.98 129.7222.342.23 490 32.66 107.16 2.52 128.7022.922.23 491 32.70 103.02 2.27 127.5023.242.23 492 32.76 95.73 1.97 126.4023.292.05 493 32.83 89.02 1.70 125.2623.511.87 494 32.89 84.09 1.53 124.1724.071.78 495 32.98 75.91 1.36 123.5524.881.78 496 33.02 75.02 1.41 123.3726.221.69 497 33.09 72.26 1.50 123.5927.461.60 498 33.16 70.09 1.53 123.6028.811.60 499 33.21 66.64 1.47 123.2430.191.60 500 33.30 60.43 1.37 122.9230.361.87 501 33.34 66.10 1.37 122.2029.632.05 502 33.44 63.69 1.10 121.2727.232.49 503 33.48 65.56 0.89 119.9725.092.40 504 33.53 66.84 0.82 118.8522.952.05 505 33.62 67.43 0.69 118.2021.851.78 506 33.67 67.33 0.68 117.6522.671.69 507 33.73 56.29 0.70 117.7723.201.51 508 33.84 65.16 0.73 118.1224.190.80 509 33.87 64.38 0.79 118.7824.030.80 510 33.92 63.29 0.88 119.4025.370.80 511 34.01 62.60 0.95 119.8626.530.80 512 34.06 61.81 0.97 120.0627.310.80 513 34.15 60.73 0.97 120.0127.980.89 514 34.19 58.66 0.95 119.8428.460.98 515 34.26 57.87 0.93 119.5928.640.89 516 34.33 57.77 0.89 119.4828.860.80 517 34.39 56.78 0.92 119.7329.870.71 518 34.47 55.01 1.04 120.2431.630.71 519 34.52 53.73 1.12 120.5934.470.62 520 34.61 47.32 1.14 120.6137.780.62 521 34.66 42.59 1.14 119.8241.270.62 522 34.72 37.17 0.90 118.8544.360.62 523 34.79 33.22 0.85 117.7644.870.98 524 34.89 35.59 0.79 117.6444.211.16 525 34.93 38.45 0.85 118.1342.361.25 526 35.01 40.62 0.97 119.0141.680.89 527 35.06 42.59 1.07 119.7241.550.31 528 35.11 43.28 1.10 119.6942.480.31 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 18 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 529 35.20 37.86 0.98 119.1045.21-0.45 530 35.24 31.74 0.91 118.1050.81-0.45 531 35.34 25.04 0.88 117.4657.68-0.45 532 35.38 22.77 0.90 117.1066.02-0.36 533 35.44 18.93 0.93 117.5771.530.00 534 35.61 20.31 1.13 118.1275.270.27 535 35.65 20.70 1.16 118.7375.020.18 536 35.66 21.00 1.18 119.0374.870.18 537 35.71 21.39 1.26 119.5974.330.18 538 35.80 23.07 1.40 120.1173.450.18 539 35.84 23.76 1.40 120.1271.020.18 540 35.93 24.35 1.21 119.4968.440.18 541 35.98 24.15 1.05 118.4465.880.18 542 36.03 23.46 0.92 117.1564.230.18 543 36.10 22.18 0.72 115.7163.890.18 544 36.17 20.11 0.62 114.2764.910.18 545 36.25 18.24 0.57 113.4368.020.18 546 36.30 16.86 0.56 113.0070.270.18 547 36.37 17.06 0.55 112.8171.080.27 548 36.44 17.15 0.54 112.7669.900.27 549 36.49 17.84 0.54 112.6866.690.27 550 36.58 19.91 0.50 112.4463.420.27 551 36.63 20.01 0.46 111.4661.050.27 552 36.72 18.04 0.35 110.3061.430.27 553 36.77 16.86 0.33 109.2364.360.27 554 36.81 14.89 0.34 108.4467.600.27 555 36.90 13.80 0.28 107.2068.600.36 556 36.95 14.00 0.20 106.1166.830.45 557 37.04 14.49 0.23 105.7365.580.45 558 37.09 14.20 0.24 106.9268.430.45 559 37.17 13.80 0.32 108.1772.450.45 560 37.22 13.70 0.38 109.7478.220.53 561 37.29 13.01 0.47 111.5580.310.71 562 37.36 15.58 0.63 113.2580.390.89 563 37.42 16.86 0.72 114.4476.930.89 564 37.48 18.14 0.72 114.5274.130.89 565 37.56 18.14 0.61 114.1872.310.89 566 37.61 17.75 0.62 113.9474.760.89 567 37.72 15.48 0.69 114.0878.840.98 568 37.75 15.28 0.69 114.2182.830.98 569 37.80 15.18 0.69 114.2782.470.98 570 37.89 15.87 0.70 114.3181.020.98 571 37.93 16.46 0.68 114.6278.391.07 572 38.03 17.84 0.74 115.0576.671.07 573 38.07 18.34 0.79 115.6775.581.07 574 38.13 18.93 0.84 115.6974.711.07 575 38.21 18.73 0.74 115.0073.451.07 576 38.27 17.84 0.59 113.8072.361.16 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 19 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 577 38.35 17.06 0.53 112.4872.301.07 578 38.40 15.87 0.46 110.9772.751.07 579 38.48 14.39 0.32 109.2873.691.07 580 38.53 13.31 0.29 107.4874.781.07 581 38.63 12.22 0.25 106.4376.211.16 582 38.68 12.03 0.22 105.4276.461.25 583 38.72 11.83 0.20 104.5975.641.25 584 38.81 11.63 0.18 104.0675.261.25 585 38.90 11.63 0.18 103.7675.061.25 586 38.91 11.63 0.18 103.8075.151.25 587 39.00 11.63 0.18 103.7474.741.34 588 39.05 11.83 0.18 103.7573.581.34 589 39.15 12.32 0.18 103.7472.321.34 590 39.18 12.42 0.18 103.5470.951.34 591 39.27 12.42 0.16 102.9970.221.34 592 39.32 12.13 0.14 101.9569.941.34 593 39.40 11.34 0.12 101.0571.441.43 594 39.46 10.55 0.12 100.6474.541.43 595 39.53 10.06 0.13 100.8677.811.43 596 39.59 10.01 0.13 100.9880.111.43 597 39.65 9.66 0.13 101.1680.771.43 598 39.73 9.96 0.14 101.8881.691.51 599 39.78 10.35 0.17 103.4083.001.51 600 39.85 10.65 0.22 104.9384.831.51 601 39.92 10.84 0.26 106.5888.081.51 602 39.96 10.84 0.34 108.7194.581.51 603 40.05 10.45 0.50 110.7297.241.60 604 40.09 12.32 0.58 113.5291.732.31 605 40.24 17.75 0.87 115.4484.742.40 606 40.28 18.63 0.94 116.8579.482.40 607 40.30 19.82 0.96 117.2775.822.40 608 40.38 22.28 0.96 117.9868.772.49 609 40.47 28.69 1.08 118.9661.812.58 610 40.51 33.32 1.19 120.2453.382.58 611 40.56 44.36 1.30 121.1748.802.58 612 40.65 45.55 1.37 121.5949.312.58 613 40.70 34.60 1.40 121.5456.562.23 614 40.79 26.22 1.49 121.0569.312.14 615 40.88 20.90 1.46 120.6480.082.23 616 40.90 20.01 1.44 120.0185.802.14 617 40.98 18.83 1.28 119.4286.822.23 618 41.02 18.44 1.19 118.2288.562.23 619 41.11 15.58 0.94 117.1591.282.23 620 41.15 14.49 0.91 115.9696.692.31 621 41.25 12.72 0.84 115.06100.002.58 622 41.34 12.72 0.69 114.03100.002.58 623 41.38 12.82 0.62 112.8995.102.67 624 41.43 12.91 0.53 111.9691.892.67 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 20 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 625 41.48 12.91 0.47 110.7189.172.67 626 41.57 12.32 0.37 109.6887.662.76 627 41.62 12.22 0.36 108.8786.792.85 628 41.67 12.22 0.35 108.7086.582.85 629 41.76 12.22 0.35 108.6286.442.85 630 41.80 12.22 0.35 108.7686.482.85 631 41.90 12.42 0.37 108.9886.772.94 632 41.94 12.42 0.38 109.3587.282.94 633 42.01 12.52 0.40 109.5887.583.03 634 42.08 12.62 0.40 109.7886.933.03 635 42.17 13.11 0.40 110.0186.193.03 636 42.22 13.31 0.43 110.3385.723.12 637 42.26 13.41 0.45 110.5785.713.12 638 42.36 13.51 0.44 110.5885.493.12 639 42.40 13.51 0.43 110.4284.253.29 640 42.50 13.90 0.41 110.2583.553.38 641 42.54 13.70 0.41 109.9483.073.38 642 42.59 13.31 0.38 109.3583.383.38 643 42.66 12.82 0.33 108.6884.103.38 644 42.73 12.32 0.32 108.1885.403.47 645 42.82 11.93 0.32 108.1387.103.47 646 42.89 11.93 0.33 108.1787.653.56 647 43.00 12.13 0.33 108.1787.173.56 648 43.02 12.22 0.32 108.0186.193.65 649 43.05 12.22 0.31 107.7285.283.65 650 43.14 12.22 0.29 107.4685.053.65 651 43.23 12.03 0.29 107.2985.253.74 652 43.25 11.93 0.29 107.2585.723.74 653 43.33 11.93 0.29 107.2285.933.74 654 43.38 11.93 0.29 107.4786.433.83 655 43.47 12.03 0.32 107.7586.683.83 656 43.50 12.22 0.32 108.0984.243.83 657 43.60 13.70 0.32 108.0980.543.92 658 43.65 14.20 0.30 107.8175.574.01 659 43.74 14.98 0.27 107.8074.484.01 660 43.79 14.49 0.31 108.4675.674.01 661 43.83 14.49 0.38 110.3481.174.01 662 43.92 14.49 0.55 112.1585.124.18 663 43.97 15.18 0.65 114.0183.234.18 664 44.03 19.42 0.77 115.8572.824.27 665 44.11 28.10 0.92 117.9458.114.36 666 44.20 42.79 1.06 119.5949.484.36 667 44.25 46.43 1.18 120.7044.814.18 668 44.29 48.90 1.24 121.0244.594.10 669 44.39 45.74 1.19 120.7646.844.10 670 44.43 37.56 1.13 119.6951.264.10 671 44.53 30.36 0.91 118.1158.654.10 672 44.62 22.58 0.77 116.4665.664.18 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 21 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 673 44.67 20.60 0.72 114.5672.524.27 674 44.75 16.86 0.49 113.2876.384.36 675 44.80 15.97 0.52 112.1581.084.45 676 44.85 14.59 0.53 112.0985.044.54 677 44.89 14.10 0.51 111.7688.644.54 678 44.99 13.21 0.48 111.3590.334.54 679 45.03 13.01 0.47 110.8794.064.54 680 45.09 11.44 0.45 110.5594.145.88 681 45.19 12.72 0.42 110.1793.885.97 682 45.23 12.62 0.40 109.8491.346.05 683 45.28 12.22 0.39 109.2991.626.05 684 45.37 11.83 0.34 108.6092.226.14 685 45.42 11.44 0.31 107.7392.426.14 686 45.51 11.04 0.28 107.0593.306.23 687 45.56 10.65 0.27 106.4994.176.23 688 45.62 10.45 0.26 105.8194.086.23 689 45.70 10.35 0.21 105.0293.296.32 690 45.75 10.15 0.20 103.9691.816.32 691 45.84 9.96 0.17 103.2390.816.41 692 45.88 10.06 0.16 102.5489.376.41 693 45.97 10.06 0.15 102.2488.746.50 694 46.02 9.96 0.15 102.0588.846.59 695 46.06 9.86 0.15 102.0089.266.50 696 46.16 9.86 0.15 102.1089.866.68 697 46.20 9.86 0.16 102.9290.116.68 698 46.29 10.55 0.20 103.9590.556.77 699 46.33 10.75 0.22 105.5590.496.77 700 46.43 11.63 0.29 106.7488.936.86 701 46.48 12.72 0.31 107.8086.446.95 702 46.53 13.41 0.32 109.4784.896.95 703 46.62 14.98 0.49 111.3986.166.95 704 46.66 15.18 0.62 113.7188.096.95 705 46.76 16.46 0.81 115.2984.537.03 706 46.80 20.90 0.86 116.6175.637.21 707 46.85 26.52 0.90 117.8256.907.30 708 46.94 47.42 0.90 119.0239.597.30 709 46.99 76.01 0.89 119.8326.477.21 710 47.08 96.91 0.85 120.1920.126.95 711 47.12 103.71 0.84 120.2517.776.77 712 47.20 102.43 0.83 120.6218.046.50 713 47.31 99.08 0.98 121.0819.146.50 714 47.33 97.99 1.02 121.7120.256.50 715 47.40 99.37 1.10 121.8420.776.50 716 47.47 95.73 1.05 121.9220.746.50 717 47.54 99.67 1.05 121.8520.426.50 718 47.58 101.94 1.06 121.8219.396.50 719 47.70 106.57 0.99 121.6318.986.23 720 47.73 102.13 0.97 121.2219.165.88 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 22 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 721 47.79 94.05 0.92 120.7720.584.54 722 47.88 85.77 0.89 120.4522.842.85 723 47.92 77.49 0.93 120.3927.112.31 724 48.01 61.42 1.02 120.4532.551.78 725 48.04 54.91 1.06 120.3641.201.78 726 48.11 39.04 1.12 119.8549.322.14 727 48.20 30.86 1.04 118.8260.192.58 728 48.25 24.84 0.90 117.3067.812.85 729 48.30 21.10 0.73 115.2974.272.94 730 48.39 17.06 0.53 113.1781.043.12 731 48.45 13.70 0.46 111.1889.073.21 732 48.52 11.93 0.40 109.8996.103.38 733 48.57 11.44 0.36 108.7098.863.47 734 48.67 10.94 0.31 107.9198.813.65 735 48.71 11.04 0.30 107.3898.293.65 736 48.76 11.04 0.30 107.5697.863.74 737 48.85 11.34 0.33 108.32100.003.83 738 48.89 11.44 0.40 110.16100.003.92 739 48.99 12.22 0.58 111.75100.004.01 740 49.03 12.62 0.62 112.95100.004.10 741 49.10 13.80 0.64 113.4897.954.18 742 49.17 15.48 0.66 114.0485.594.18 743 49.23 21.39 0.65 114.3176.155.34 744 49.29 22.28 0.61 114.1368.415.52 745 49.36 23.17 0.54 113.4468.085.52 746 49.41 19.91 0.50 112.4470.935.52 747 49.50 16.66 0.45 111.4276.925.52 748 49.54 15.48 0.41 109.9183.045.61 749 49.64 12.62 0.30 108.0787.955.70 750 49.74 10.94 0.23 106.1293.045.79 751 49.75 10.55 0.22 104.5895.435.88 752 49.83 9.96 0.18 103.1395.915.97 753 49.92 9.37 0.13 98.9990.526.05 754 49.96 8.97 0.00 92.5880.886.14 755 50.01 9.07 0.00 87.36N/A6.23 756 50.09 8.68 0.00 87.36N/A7.75 757 50.14 9.07 0.00 87.36N/A7.83 758 50.22 9.07 0.00 87.36N/A8.01 759 50.28 8.87 0.00 87.36N/A8.10 Abbreviations Depth: qc: fs: u: Fines content: Unit weight: Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf) Sleeve friction resistance (tsf) Pore pressure (tsf) Percentage of fines in soil (%) Bulk soil unit weight (pcf) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 23 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 1 0.09 0.00 0.00 0.00 1.00 0.384 0.405 1.10 2.0000.99 No1.00 2 0.14 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 3 0.23 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 4 0.28 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 5 0.37 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.92 No1.00 6 0.45 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.92 No1.00 7 0.46 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.93 No1.00 8 0.55 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.94 No1.00 9 0.60 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.93 No1.00 10 0.66 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.94 No1.00 11 0.74 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.95 No1.00 12 0.83 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.97 No1.00 13 0.87 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.98 No1.00 14 0.94 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.98 No1.00 15 1.01 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.98 No1.00 16 1.06 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.98 No1.00 17 1.15 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.99 No1.00 18 1.21 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.99 No1.00 19 1.28 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.99 No1.00 20 1.33 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.99 No1.00 21 1.38 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.99 No1.00 22 1.47 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.99 No1.00 23 1.53 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.99 No1.00 24 1.61 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.99 No1.00 25 1.66 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.99 No1.00 26 1.71 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.99 No1.00 27 1.80 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.99 No1.00 28 1.84 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.99 No1.00 29 1.91 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.99 No1.00 30 2.01 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.99 No1.00 31 2.05 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.99 No1.00 32 2.15 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.99 No1.00 33 2.19 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.99 No1.00 34 2.24 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.99 No1.00 35 2.33 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.99 No1.00 36 2.37 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.99 No1.00 37 2.47 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.99 No1.00 38 2.51 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.99 No1.00 39 2.60 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.99 No1.00 40 2.65 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.99 No1.00 41 2.70 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.99 No1.00 42 2.79 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 43 2.84 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 44 2.93 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 45 2.96 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 46 3.02 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 47 3.11 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 48 3.16 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 24 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 49 3.25 0.18 0.00 0.18 1.00 0.383 0.405 1.10 2.0000.99 No1.00 50 3.29 0.19 0.00 0.19 1.00 0.383 0.405 1.10 2.0000.99 No1.00 51 3.43 0.19 0.00 0.19 1.00 0.383 0.405 1.10 2.0000.99 No1.00 52 3.48 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.99 No1.00 53 3.57 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.99 No1.00 54 3.61 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.99 No1.00 55 3.73 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 56 3.76 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 57 3.85 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 58 3.90 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 59 3.94 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 60 4.01 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 61 4.08 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.99 No1.00 62 4.15 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.99 No1.00 63 4.22 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.99 No1.00 64 4.28 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.99 No1.00 65 4.36 0.24 0.00 0.24 1.00 0.383 0.404 1.10 2.0000.99 No1.00 66 4.40 0.24 0.00 0.24 1.00 0.383 0.404 1.10 2.0000.99 No1.00 67 4.49 0.25 0.00 0.25 1.00 0.383 0.404 1.10 2.0000.98 No1.00 68 4.54 0.25 0.00 0.25 1.00 0.382 0.404 1.10 2.0000.99 No1.00 69 4.63 0.26 0.00 0.26 1.00 0.382 0.404 1.10 2.0000.99 No1.00 70 4.68 0.26 0.00 0.26 1.00 0.382 0.404 1.10 2.0000.99 No1.00 71 4.73 0.26 0.00 0.26 1.00 0.382 0.404 1.10 2.0000.99 No1.00 72 4.82 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.99 No1.00 73 4.87 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.99 No1.00 74 4.96 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.99 No1.00 75 5.00 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.99 No1.00 76 5.06 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.99 No1.00 77 5.14 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.98 No1.00 78 5.20 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.98 No1.00 79 5.25 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.98 No1.00 80 5.34 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.98 No1.00 81 5.38 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.98 No1.00 82 5.47 0.30 0.00 0.30 1.00 0.382 0.403 1.10 2.0000.99 No1.00 83 5.53 0.31 0.00 0.31 1.00 0.382 0.403 1.10 2.0000.99 No1.00 84 5.61 0.31 0.00 0.31 1.00 0.382 0.403 1.10 2.0000.99 No1.00 85 5.66 0.31 0.00 0.31 0.99 0.382 0.403 1.10 2.0000.99 No1.00 86 5.75 0.32 0.00 0.32 0.99 0.381 0.403 1.10 2.0000.99 No1.00 87 5.80 0.32 0.00 0.32 0.99 0.381 0.403 1.10 2.0000.99 No1.00 88 5.84 0.32 0.00 0.32 0.99 0.381 0.403 1.10 2.0000.99 No1.00 89 5.93 0.33 0.00 0.33 0.99 0.381 0.403 1.10 2.0000.99 No1.00 90 5.98 0.33 0.00 0.33 0.99 0.381 0.403 1.10 2.0000.99 No1.00 91 6.07 0.34 0.00 0.34 0.99 0.381 0.403 1.10 2.0000.98 No1.00 92 6.11 0.34 0.00 0.34 0.99 0.381 0.403 1.10 2.0000.98 No1.00 93 6.21 0.34 0.00 0.34 0.99 0.381 0.403 1.10 2.0000.98 No1.00 94 6.26 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 95 6.30 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 96 6.40 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 25 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 97 6.44 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.98 No1.00 98 6.54 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.98 No1.00 99 6.57 0.36 0.00 0.36 0.99 0.381 0.402 1.10 2.0000.98 No1.00 100 6.63 0.37 0.00 0.37 0.99 0.381 0.402 1.10 2.0000.98 No1.00 101 6.72 0.37 0.00 0.37 0.99 0.381 0.402 1.10 2.0000.98 No1.00 102 6.76 0.37 0.00 0.37 0.99 0.381 0.402 1.10 2.0000.98 No1.00 103 6.86 0.38 0.00 0.38 0.99 0.381 0.402 1.10 2.0000.98 No1.00 104 6.90 0.38 0.00 0.38 0.99 0.380 0.402 1.10 2.0000.98 No1.00 105 6.97 0.39 0.00 0.39 0.99 0.380 0.402 1.10 2.0000.98 No1.00 106 7.04 0.39 0.00 0.39 0.99 0.380 0.402 1.10 2.0000.98 No1.00 107 7.09 0.39 0.00 0.39 0.99 0.380 0.402 1.10 2.0000.98 No1.00 108 7.18 0.40 0.00 0.40 0.99 0.380 0.402 1.10 2.0000.98 No1.00 109 7.23 0.40 0.00 0.40 0.99 0.380 0.402 1.10 2.0000.98 No1.00 110 7.32 0.41 0.00 0.41 0.99 0.380 0.402 1.10 2.0000.98 No1.00 111 7.41 0.41 0.00 0.41 0.99 0.380 0.402 1.09 2.0000.98 No1.00 112 7.45 0.41 0.00 0.41 0.99 0.380 0.402 1.09 2.0000.99 No1.00 113 7.50 0.42 0.00 0.42 0.99 0.380 0.402 1.09 2.0000.99 No1.00 114 7.55 0.42 0.00 0.42 0.99 0.380 0.402 1.09 2.0000.99 No1.00 115 7.64 0.42 0.00 0.42 0.99 0.380 0.402 1.09 2.0000.99 No1.00 116 7.69 0.43 0.00 0.43 0.99 0.380 0.401 1.09 2.0000.99 No1.00 117 7.75 0.43 0.00 0.43 0.99 0.380 0.401 1.09 2.0000.99 No1.00 118 7.83 0.43 0.00 0.43 0.99 0.380 0.401 1.09 2.0000.99 No1.00 119 7.89 0.44 0.00 0.44 0.99 0.380 0.401 1.09 2.0000.99 No1.00 120 7.97 0.44 0.00 0.44 0.99 0.380 0.401 1.09 2.0000.99 No1.00 121 8.03 0.44 0.00 0.44 0.99 0.379 0.401 1.08 2.0000.99 No1.00 122 8.10 0.45 0.00 0.45 0.99 0.379 0.401 1.08 2.0000.99 No1.00 123 8.15 0.45 0.00 0.45 0.99 0.379 0.401 1.08 2.0000.99 No1.00 124 8.23 0.46 0.00 0.46 0.99 0.379 0.401 1.08 2.0000.99 No1.00 125 8.29 0.46 0.00 0.46 0.99 0.379 0.401 1.08 2.0000.99 No1.00 126 8.33 0.46 0.00 0.46 0.99 0.379 0.401 1.08 2.0000.99 No1.00 127 8.40 0.47 0.00 0.47 0.99 0.379 0.401 1.08 2.0000.99 No1.00 128 8.47 0.47 0.00 0.47 0.99 0.379 0.401 1.07 2.0000.99 No1.00 129 8.56 0.48 0.00 0.48 0.99 0.379 0.401 1.07 2.0000.99 No1.00 130 8.61 0.48 0.00 0.48 0.99 0.379 0.401 1.07 2.0000.99 No1.00 131 8.70 0.48 0.00 0.48 0.99 0.379 0.400 1.07 2.0000.99 No1.00 132 8.75 0.49 0.00 0.49 0.99 0.379 0.400 1.07 2.0000.99 No1.00 133 8.84 0.49 0.00 0.49 0.99 0.379 0.400 1.07 2.0000.99 No1.00 134 8.89 0.49 0.00 0.49 0.99 0.379 0.400 1.06 2.0000.99 No1.00 135 8.93 0.50 0.00 0.50 0.99 0.379 0.400 1.06 2.0000.99 No1.00 136 8.99 0.50 0.00 0.50 0.99 0.379 0.400 1.06 2.0000.99 No1.00 137 9.07 0.50 0.00 0.50 0.99 0.379 0.400 1.06 2.0000.99 No1.00 138 9.14 0.51 0.00 0.51 0.99 0.378 0.400 1.06 2.0000.99 No1.00 139 9.21 0.51 0.00 0.51 0.99 0.378 0.400 1.06 2.0000.99 No1.00 140 9.25 0.51 0.00 0.51 0.99 0.378 0.400 1.06 2.0000.99 No1.00 141 9.35 0.52 0.00 0.52 0.99 0.378 0.400 1.06 2.0000.99 No1.00 142 9.39 0.52 0.00 0.52 0.99 0.378 0.400 1.06 2.0000.99 No1.00 143 9.45 0.52 0.00 0.52 0.99 0.378 0.400 1.06 2.0000.99 No1.00 144 9.54 0.53 0.00 0.53 0.99 0.378 0.400 1.06 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 26 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 145 9.58 0.53 0.00 0.53 0.99 0.378 0.400 1.06 2.0000.99 No1.00 146 9.71 0.54 0.00 0.54 0.99 0.378 0.399 1.06 2.0000.99 No1.00 147 9.72 0.54 0.00 0.54 0.99 0.378 0.399 1.06 2.0000.99 No1.00 148 9.81 0.54 0.00 0.54 0.99 0.378 0.399 1.06 2.0000.99 No1.00 149 9.91 0.55 0.00 0.55 0.98 0.378 0.399 1.06 2.0000.99 No1.00 150 9.94 0.55 0.00 0.55 0.98 0.378 0.399 1.06 2.0000.99 No1.00 151 10.00 0.55 0.00 0.55 0.98 0.378 0.399 1.06 2.0000.99 No1.00 152 10.04 0.56 0.00 0.56 0.98 0.378 0.399 1.06 2.0000.99 No1.00 153 10.16 0.56 0.00 0.56 0.98 0.377 0.399 1.06 2.0000.99 No1.00 154 10.18 0.56 0.00 0.56 0.98 0.377 0.399 1.06 2.0000.99 No1.00 155 10.27 0.57 0.00 0.57 0.98 0.377 0.399 1.06 2.0000.99 No1.00 156 10.32 0.57 0.00 0.57 0.98 0.377 0.399 1.05 2.0000.99 No1.00 157 10.41 0.58 0.00 0.58 0.98 0.377 0.399 1.05 2.0000.99 No1.00 158 10.50 0.58 0.00 0.58 0.98 0.377 0.399 1.06 2.0000.99 No1.00 159 10.53 0.58 0.00 0.58 0.98 0.377 0.399 1.06 2.0000.99 No1.00 160 10.59 0.59 0.00 0.59 0.98 0.377 0.399 1.06 2.0000.98 No1.00 161 10.64 0.59 0.00 0.59 0.98 0.377 0.398 1.06 2.0000.98 No1.00 162 10.73 0.59 0.00 0.59 0.98 0.377 0.398 1.07 2.0000.98 No1.00 163 10.86 0.60 0.00 0.60 0.98 0.377 0.398 1.06 2.0000.98 No1.00 164 10.88 0.60 0.00 0.60 0.98 0.377 0.398 1.06 2.0000.98 No1.00 165 10.91 0.61 0.00 0.61 0.98 0.377 0.398 1.06 2.0000.98 No1.00 166 10.96 0.61 0.00 0.61 0.98 0.377 0.398 1.06 2.0000.98 No1.00 167 11.06 0.61 0.00 0.61 0.98 0.377 0.398 1.07 2.0000.98 No1.00 168 11.09 0.62 0.00 0.62 0.98 0.377 0.398 1.06 2.0000.98 No1.00 169 11.21 0.62 0.00 0.62 0.98 0.376 0.398 1.06 2.0000.98 No1.00 170 11.24 0.62 0.00 0.62 0.98 0.376 0.398 1.06 2.0000.98 No1.00 171 11.32 0.63 0.00 0.63 0.98 0.376 0.398 1.05 2.0000.98 No1.00 172 11.38 0.63 0.00 0.63 0.98 0.376 0.398 1.05 2.0000.98 No1.00 173 11.43 0.64 0.00 0.64 0.98 0.376 0.398 1.06 2.0000.98 No1.00 174 11.49 0.64 0.00 0.64 0.98 0.376 0.398 1.05 2.0000.98 No1.00 175 11.56 0.64 0.00 0.64 0.98 0.376 0.398 1.05 2.0000.98 No1.00 176 11.62 0.65 0.00 0.65 0.98 0.376 0.397 1.05 2.0000.98 No1.00 177 11.71 0.65 0.00 0.65 0.98 0.376 0.397 1.04 2.0000.99 No1.00 178 11.75 0.65 0.00 0.65 0.98 0.376 0.397 1.04 2.0000.99 No1.00 179 11.88 0.66 0.00 0.66 0.98 0.376 0.397 1.04 2.0000.99 No1.00 180 11.91 0.66 0.00 0.66 0.98 0.376 0.397 1.04 2.0000.99 No1.00 181 12.02 0.67 0.00 0.67 0.98 0.376 0.397 1.04 2.0000.99 No1.00 182 12.07 0.67 0.00 0.67 0.98 0.376 0.397 1.04 2.0000.99 No1.00 183 12.12 0.67 0.00 0.67 0.98 0.375 0.397 1.04 2.0000.99 No1.00 184 12.16 0.68 0.00 0.68 0.98 0.375 0.397 1.04 2.0000.99 No1.00 185 12.25 0.68 0.00 0.68 0.98 0.375 0.397 1.04 2.0000.99 No1.00 186 12.30 0.68 0.00 0.68 0.98 0.375 0.397 1.03 2.0000.99 No1.00 187 12.34 0.68 0.00 0.68 0.98 0.375 0.397 1.03 2.0000.99 No1.00 188 12.44 0.69 0.00 0.69 0.98 0.375 0.397 1.03 2.0000.99 No1.00 189 12.48 0.69 0.00 0.69 0.98 0.375 0.397 1.03 2.0000.99 No1.00 190 12.62 0.70 0.00 0.70 0.98 0.375 0.396 1.03 2.0000.99 No1.00 191 12.63 0.70 0.00 0.70 0.98 0.375 0.396 1.03 2.0000.99 No1.00 192 12.67 0.70 0.00 0.70 0.98 0.375 0.396 1.03 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 27 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 193 12.81 0.71 0.00 0.71 0.98 0.375 0.396 1.03 2.0000.99 No1.00 194 12.84 0.71 0.00 0.71 0.98 0.375 0.396 1.03 2.0000.99 No1.00 195 12.90 0.71 0.00 0.71 0.98 0.375 0.396 1.03 2.0000.99 No1.00 196 12.95 0.72 0.00 0.72 0.98 0.375 0.396 1.03 2.0000.99 No1.00 197 13.03 0.72 0.00 0.72 0.98 0.375 0.396 1.03 2.0000.99 No1.00 198 13.08 0.72 0.00 0.72 0.98 0.374 0.396 1.03 2.0000.99 No1.00 199 13.13 0.73 0.00 0.73 0.98 0.374 0.396 1.03 2.0000.99 No1.00 200 13.22 0.73 0.00 0.73 0.98 0.374 0.396 1.03 2.0000.99 No1.00 201 13.31 0.74 0.00 0.74 0.98 0.374 0.396 1.03 2.0000.99 No1.00 202 13.34 0.74 0.00 0.74 0.98 0.374 0.396 1.03 2.0000.99 No1.00 203 13.40 0.74 0.00 0.74 0.98 0.374 0.395 1.03 2.0000.99 No1.00 204 13.46 0.75 0.00 0.75 0.98 0.374 0.395 1.03 2.0000.99 No1.00 205 13.54 0.75 0.00 0.75 0.98 0.374 0.395 1.03 2.0000.99 No1.00 206 13.59 0.75 0.00 0.75 0.98 0.374 0.395 1.03 2.0000.99 No1.00 207 13.68 0.76 0.00 0.76 0.97 0.374 0.395 1.03 2.0000.99 No1.00 208 13.71 0.76 0.00 0.76 0.97 0.374 0.395 1.03 2.0000.99 No1.00 209 13.87 0.77 0.00 0.77 0.97 0.374 0.395 1.03 2.0000.99 No1.00 210 13.92 0.77 0.00 0.77 0.97 0.374 0.395 1.03 2.0000.99 No1.00 211 13.96 0.77 0.00 0.77 0.97 0.374 0.395 1.03 2.0000.99 No1.00 212 14.00 0.78 0.00 0.78 0.97 0.374 0.395 1.03 2.0000.99 No1.00 213 14.05 0.78 0.00 0.78 0.97 0.373 0.395 1.03 2.0000.99 No1.00 214 14.14 0.79 0.00 0.79 0.97 0.373 0.395 1.03 2.0000.99 No1.00 215 14.19 0.79 0.00 0.79 0.97 0.373 0.395 1.03 2.0000.99 No1.00 216 14.29 0.79 0.00 0.79 0.97 0.373 0.394 1.03 2.0000.99 No1.00 217 14.31 0.80 0.00 0.80 0.97 0.373 0.394 1.02 2.0000.99 No1.00 218 14.39 0.80 0.00 0.80 0.97 0.373 0.394 1.03 2.0000.99 No1.00 219 14.47 0.80 0.00 0.80 0.97 0.373 0.394 1.02 2.0000.99 No1.00 220 14.52 0.81 0.00 0.81 0.97 0.373 0.394 1.02 2.0000.99 No1.00 221 14.61 0.81 0.00 0.81 0.97 0.373 0.394 1.02 2.0000.99 No1.00 222 14.65 0.81 0.00 0.81 0.97 0.373 0.394 1.02 2.0000.99 No1.00 223 14.70 0.82 0.00 0.82 0.97 0.373 0.394 1.02 2.0000.99 No1.00 224 14.79 0.82 0.00 0.82 0.97 0.373 0.394 1.02 2.0000.99 No1.00 225 14.84 0.83 0.00 0.83 0.97 0.373 0.394 1.02 2.0000.99 No1.00 226 14.93 0.83 0.00 0.83 0.97 0.372 0.394 1.02 2.0000.99 No1.00 227 14.97 0.83 0.00 0.83 0.97 0.372 0.394 1.02 2.0000.99 No1.00 228 15.07 0.84 0.00 0.84 0.97 0.372 0.394 1.02 2.0000.99 No1.00 229 15.11 0.84 0.00 0.84 0.97 0.372 0.394 1.02 2.0000.99 No1.00 230 15.16 0.84 0.00 0.84 0.97 0.372 0.393 1.02 2.0000.99 No1.00 231 15.23 0.85 0.00 0.85 0.97 0.372 0.393 1.02 2.0000.99 No1.00 232 15.30 0.85 0.00 0.85 0.97 0.372 0.393 1.02 2.0000.99 No1.00 233 15.43 0.86 0.00 0.86 0.97 0.372 0.393 1.02 2.0000.99 No1.00 234 15.47 0.86 0.00 0.86 0.97 0.372 0.393 1.02 2.0000.99 No1.00 235 15.53 0.87 0.00 0.87 0.97 0.372 0.393 1.02 2.0000.99 No1.00 236 15.57 0.87 0.00 0.87 0.97 0.372 0.393 1.02 2.0000.99 No1.00 237 15.62 0.87 0.00 0.87 0.97 0.372 0.393 1.02 2.0000.99 No1.00 238 15.69 0.88 0.00 0.88 0.97 0.372 0.393 1.02 2.0000.99 No1.00 239 15.76 0.88 0.00 0.88 0.97 0.372 0.393 1.02 2.0000.99 No1.00 240 15.82 0.88 0.00 0.88 0.97 0.371 0.393 1.02 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 28 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 241 15.90 0.89 0.00 0.89 0.97 0.371 0.393 1.02 2.0000.99 No1.00 242 15.95 0.89 0.00 0.89 0.97 0.371 0.393 1.02 2.0000.99 No1.00 243 16.04 0.90 0.00 0.90 0.97 0.371 0.392 1.02 2.0000.99 No1.00 244 16.09 0.90 0.00 0.90 0.97 0.371 0.392 1.01 2.0000.99 No1.00 245 16.18 0.91 0.00 0.91 0.97 0.371 0.392 1.01 2.0000.99 No1.00 246 16.22 0.91 0.00 0.91 0.97 0.371 0.392 1.01 2.0000.99 No1.00 247 16.29 0.91 0.00 0.91 0.97 0.371 0.392 1.01 2.0000.99 No1.00 248 16.36 0.92 0.00 0.92 0.97 0.371 0.392 1.01 2.0000.99 No1.00 249 16.42 0.92 0.00 0.92 0.97 0.371 0.392 1.01 2.0000.99 No1.00 250 16.50 0.92 0.00 0.92 0.97 0.371 0.392 1.01 2.0000.99 No1.00 251 16.54 0.93 0.00 0.93 0.97 0.371 0.392 1.01 2.0000.99 No1.00 252 16.66 0.93 0.00 0.93 0.97 0.371 0.392 1.01 2.0000.99 No1.00 253 16.68 0.94 0.00 0.94 0.97 0.371 0.392 1.01 2.0000.99 No1.00 254 16.76 0.94 0.00 0.94 0.97 0.370 0.392 1.01 2.0000.99 No1.00 255 16.87 0.95 0.00 0.95 0.97 0.370 0.391 1.01 2.0000.99 No1.00 256 16.89 0.95 0.00 0.95 0.97 0.370 0.391 1.01 2.0000.99 No1.00 257 16.96 0.95 0.00 0.95 0.97 0.370 0.391 1.01 2.0000.99 No1.00 258 17.01 0.95 0.00 0.95 0.97 0.370 0.391 1.01 2.0000.99 No1.00 259 17.19 0.97 0.00 0.97 0.96 0.370 0.391 1.01 2.0000.99 No1.00 260 17.23 0.97 0.00 0.97 0.96 0.370 0.391 1.01 2.0000.99 No1.00 261 17.25 0.97 0.00 0.97 0.96 0.370 0.391 1.01 2.0000.99 No1.00 262 17.33 0.97 0.00 0.97 0.96 0.370 0.391 1.01 2.0000.99 No1.00 263 17.37 0.98 0.00 0.98 0.96 0.370 0.391 1.01 2.0000.99 No1.00 264 17.46 0.98 0.00 0.98 0.96 0.370 0.391 1.01 2.0000.99 No1.00 265 17.56 0.99 0.00 0.99 0.96 0.369 0.391 1.01 2.0000.99 No1.00 266 17.60 0.99 0.00 0.99 0.96 0.369 0.391 1.01 2.0000.99 No1.00 267 17.65 0.99 0.00 0.99 0.96 0.369 0.390 1.01 2.0000.99 No1.00 268 17.74 1.00 0.00 1.00 0.96 0.369 0.390 1.01 2.0000.99 No1.00 269 17.80 1.00 0.00 1.00 0.96 0.369 0.390 1.00 2.0000.99 No1.00 270 17.89 1.01 0.00 1.01 0.96 0.369 0.390 1.00 2.0000.99 No1.00 271 17.94 1.01 0.00 1.01 0.96 0.369 0.390 1.00 2.0000.99 No1.00 272 17.98 1.01 0.00 1.01 0.96 0.369 0.390 1.00 2.0000.99 No1.00 273 18.06 1.02 0.00 1.02 0.96 0.369 0.390 1.00 2.0000.99 No1.00 274 18.12 1.02 0.00 1.02 0.96 0.369 0.390 1.00 2.0000.99 No1.00 275 18.21 1.02 0.00 1.02 0.96 0.369 0.390 1.00 2.0000.99 No1.00 276 18.25 1.03 0.00 1.03 0.96 0.369 0.390 1.00 2.0000.99 No1.00 277 18.31 1.03 0.00 1.03 0.96 0.369 0.390 1.00 2.0000.99 No1.00 278 18.39 1.03 0.00 1.03 0.96 0.369 0.390 1.00 2.0000.99 No1.00 279 18.49 1.04 0.00 1.04 0.96 0.368 0.389 1.00 2.0000.99 No1.00 280 18.52 1.04 0.00 1.04 0.96 0.368 0.389 1.00 2.0000.99 No1.00 281 18.63 1.05 0.00 1.05 0.96 0.368 0.389 1.00 2.0000.99 No1.00 282 18.66 1.05 0.00 1.05 0.96 0.368 0.389 1.00 2.0000.99 No1.00 283 18.72 1.05 0.00 1.05 0.96 0.368 0.389 1.00 2.0000.99 No1.00 284 18.81 1.06 0.00 1.06 0.96 0.368 0.389 1.00 2.0000.99 No1.00 285 18.86 1.06 0.00 1.06 0.96 0.368 0.389 1.00 2.0000.99 No1.00 286 18.91 1.06 0.00 1.06 0.96 0.368 0.389 1.00 2.0000.99 No1.00 287 19.03 1.07 0.00 1.07 0.96 0.368 0.389 1.00 2.0000.99 No1.00 288 19.05 1.07 0.00 1.07 0.96 0.368 0.389 1.00 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 29 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 289 19.15 1.08 0.00 1.08 0.96 0.368 0.389 1.00 2.0000.99 No1.00 290 19.18 1.08 0.00 1.08 0.96 0.368 0.389 1.00 2.0000.99 No1.00 291 19.27 1.09 0.00 1.09 0.96 0.367 0.388 1.00 2.0000.99 No1.00 292 19.32 1.09 0.00 1.09 0.96 0.367 0.388 1.00 2.0000.99 No1.00 293 19.36 1.09 0.00 1.09 0.96 0.367 0.388 1.00 2.0000.99 No1.00 294 19.46 1.10 0.00 1.10 0.96 0.367 0.388 1.00 2.0000.99 No1.00 295 19.50 1.10 0.00 1.10 0.96 0.367 0.388 1.00 2.0000.99 No1.00 296 19.59 1.10 0.00 1.10 0.96 0.367 0.388 1.00 2.0000.99 No1.00 297 19.64 1.11 0.00 1.11 0.96 0.367 0.388 1.00 2.0000.99 No1.00 298 19.69 1.11 0.00 1.11 0.96 0.367 0.388 1.00 2.0000.99 No1.00 299 19.78 1.12 0.00 1.12 0.96 0.367 0.388 1.00 2.0000.99 No1.00 300 19.82 1.12 0.00 1.12 0.96 0.367 0.388 1.00 2.0000.99 No1.00 301 20.00 1.13 0.00 1.13 0.96 0.367 0.387 0.99 2.0000.99 No1.00 302 20.03 1.13 0.00 1.13 0.96 0.367 0.387 0.99 2.0000.99 No1.00 303 20.06 1.13 0.00 1.13 0.96 0.366 0.387 0.99 2.0000.99 No1.00 304 20.09 1.13 0.00 1.13 0.96 0.366 0.387 0.99 2.0000.99 No1.00 305 20.18 1.14 0.00 1.14 0.96 0.366 0.387 0.99 2.0000.99 No1.00 306 20.23 1.14 0.00 1.14 0.96 0.366 0.387 0.99 2.0000.99 No1.00 307 20.28 1.14 0.00 1.14 0.95 0.366 0.387 0.99 2.0000.99 No1.00 308 20.37 1.15 0.00 1.15 0.95 0.366 0.387 0.99 2.0000.99 No1.00 309 20.42 1.15 0.00 1.15 0.95 0.366 0.387 0.99 2.0000.99 No1.00 310 20.51 1.16 0.00 1.16 0.95 0.366 0.387 0.99 2.0000.99 No1.00 311 20.56 1.16 0.00 1.16 0.95 0.366 0.387 0.99 2.0000.99 No1.00 312 20.65 1.17 0.00 1.17 0.95 0.366 0.387 0.99 2.0000.99 No1.00 313 20.69 1.17 0.00 1.17 0.95 0.366 0.387 0.99 2.0000.99 No1.00 314 20.74 1.17 0.00 1.17 0.95 0.366 0.386 0.99 2.0000.99 No1.00 315 20.83 1.18 0.00 1.18 0.95 0.366 0.386 0.99 2.0000.99 No1.00 316 20.88 1.18 0.00 1.18 0.95 0.365 0.386 0.99 2.0000.99 No1.00 317 20.97 1.18 0.00 1.18 0.95 0.365 0.386 0.99 2.0000.99 No1.00 318 21.01 1.19 0.00 1.19 0.95 0.365 0.386 0.99 2.0000.99 No1.00 319 21.07 1.19 0.00 1.19 0.95 0.365 0.386 0.99 2.0000.99 No1.00 320 21.16 1.19 0.00 1.19 0.95 0.365 0.386 0.99 2.0000.99 No1.00 321 21.25 1.20 0.00 1.20 0.95 0.365 0.386 0.99 2.0000.99 No1.00 322 21.29 1.20 0.00 1.20 0.95 0.365 0.386 0.99 2.0000.99 No1.00 323 21.34 1.20 0.00 1.20 0.95 0.365 0.386 0.99 2.0000.99 No1.00 324 21.44 1.21 0.00 1.21 0.95 0.365 0.386 0.99 2.0000.99 No1.00 325 21.48 1.21 0.00 1.21 0.95 0.365 0.386 0.99 2.0000.99 No1.00 326 21.52 1.22 0.00 1.22 0.95 0.365 0.385 0.99 2.0000.99 No1.00 327 21.62 1.22 0.00 1.22 0.95 0.365 0.385 0.99 2.0000.99 No1.00 328 21.66 1.22 0.00 1.22 0.95 0.364 0.385 0.99 2.0000.99 No1.00 329 21.76 1.23 0.00 1.23 0.95 0.364 0.385 0.99 2.0000.99 No1.00 330 21.80 1.23 0.00 1.23 0.95 0.364 0.385 0.99 2.0000.99 No1.00 331 21.94 1.24 0.00 1.24 0.95 0.364 0.385 0.99 2.0000.99 No1.00 332 21.99 1.24 0.00 1.24 0.95 0.364 0.385 0.99 2.0000.99 No1.00 333 22.03 1.24 0.00 1.24 0.95 0.364 0.385 0.99 2.0000.99 No1.00 334 22.08 1.25 0.00 1.25 0.95 0.364 0.385 0.99 2.0000.99 No1.00 335 22.12 1.25 0.00 1.25 0.95 0.364 0.385 0.99 2.0000.99 No1.00 336 22.26 1.26 0.00 1.26 0.95 0.364 0.384 0.99 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 30 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 337 22.30 1.26 0.00 1.26 0.95 0.364 0.384 0.99 2.0000.99 No1.00 338 22.31 1.26 0.00 1.26 0.95 0.364 0.384 0.99 2.0000.99 No1.00 339 22.40 1.26 0.00 1.26 0.95 0.364 0.384 0.99 2.0000.99 No1.00 340 22.45 1.27 0.00 1.27 0.95 0.363 0.384 0.99 2.0000.99 No1.00 341 22.55 1.27 0.00 1.27 0.95 0.363 0.384 0.98 2.0000.99 No1.00 342 22.60 1.28 0.00 1.28 0.95 0.363 0.384 0.98 2.0000.99 No1.00 343 22.65 1.28 0.00 1.28 0.95 0.363 0.384 0.98 2.0000.99 No1.00 344 22.78 1.29 0.00 1.29 0.95 0.363 0.384 0.98 2.0000.99 No1.00 345 22.80 1.29 0.00 1.29 0.95 0.363 0.384 0.98 2.0000.99 No1.00 346 22.88 1.29 0.00 1.29 0.95 0.363 0.384 0.98 2.0000.99 No1.00 347 22.90 1.29 0.00 1.29 0.95 0.363 0.384 0.98 2.0000.99 No1.00 348 22.98 1.30 0.00 1.30 0.95 0.363 0.383 0.98 2.0000.99 No1.00 349 23.04 1.30 0.00 1.30 0.95 0.363 0.383 0.98 2.0000.99 No1.00 350 23.14 1.31 0.00 1.31 0.95 0.363 0.383 0.98 2.0000.99 No1.00 351 23.18 1.31 0.00 1.31 0.95 0.363 0.383 0.98 2.0000.99 No1.00 352 23.27 1.31 0.00 1.31 0.95 0.362 0.383 0.98 2.0000.99 No1.00 353 23.30 1.32 0.00 1.32 0.94 0.362 0.383 0.98 2.0000.99 No1.00 354 23.43 1.32 0.00 1.32 0.94 0.362 0.383 0.98 2.0000.99 No1.00 355 23.48 1.33 0.00 1.33 0.94 0.362 0.383 0.98 2.0000.99 No1.00 356 23.50 1.33 0.00 1.33 0.94 0.362 0.383 0.98 2.0000.99 No1.00 357 23.57 1.33 0.00 1.33 0.94 0.362 0.383 0.98 2.0000.99 No1.00 358 23.64 1.34 0.00 1.34 0.94 0.362 0.383 0.98 2.0000.99 No1.00 359 23.71 1.34 0.00 1.34 0.94 0.362 0.382 0.98 2.0000.99 No1.00 360 23.76 1.34 0.00 1.34 0.94 0.362 0.382 0.98 2.0000.99 No1.00 361 23.87 1.35 0.00 1.35 0.94 0.362 0.382 0.98 2.0000.99 No1.00 362 23.90 1.35 0.00 1.35 0.94 0.362 0.382 0.98 2.0000.99 No1.00 363 23.98 1.36 0.00 1.36 0.94 0.361 0.382 0.98 2.0000.99 No1.00 364 24.09 1.36 0.00 1.36 0.94 0.361 0.382 0.98 2.0000.99 No1.00 365 24.13 1.37 0.00 1.37 0.94 0.361 0.382 0.98 2.0000.99 No1.00 366 24.17 1.37 0.00 1.37 0.94 0.361 0.382 0.98 2.0000.99 No1.00 367 24.22 1.37 0.00 1.37 0.94 0.361 0.382 0.98 2.0000.99 No1.00 368 24.32 1.38 0.00 1.38 0.94 0.361 0.382 0.97 2.0000.99 No1.00 369 24.36 1.38 0.00 1.38 0.94 0.361 0.382 0.97 2.0000.99 No1.00 370 24.45 1.38 0.00 1.38 0.94 0.361 0.381 0.98 2.0000.99 No1.00 371 24.50 1.39 0.00 1.39 0.94 0.361 0.381 0.98 2.0000.99 No1.00 372 24.54 1.39 0.00 1.39 0.94 0.361 0.381 0.98 2.0000.99 No1.00 373 24.62 1.40 0.00 1.40 0.94 0.361 0.381 0.98 2.0000.99 No1.00 374 24.68 1.40 0.00 1.40 0.94 0.361 0.381 0.98 2.0000.99 No1.00 375 24.77 1.40 0.00 1.40 0.94 0.360 0.381 0.98 2.0000.99 No1.00 376 24.82 1.41 0.00 1.41 0.94 0.360 0.381 0.98 2.0000.99 No1.00 377 24.95 1.41 0.00 1.41 0.94 0.360 0.381 0.97 2.0000.99 No1.00 378 25.00 1.42 0.00 1.42 0.94 0.360 0.381 0.97 2.0000.99 No1.00 379 25.11 1.42 0.00 1.42 0.94 0.360 0.381 0.97 2.0000.99 No1.00 380 25.15 1.43 0.00 1.43 0.94 0.360 0.380 0.97 2.0000.99 No1.00 381 25.25 1.43 0.00 1.43 0.94 0.360 0.380 0.97 2.0000.99 No1.00 382 25.29 1.43 0.00 1.43 0.94 0.360 0.380 0.97 2.0000.99 No1.00 383 25.33 1.44 0.00 1.44 0.94 0.360 0.380 0.97 2.0000.99 No1.00 384 25.43 1.44 0.00 1.44 0.94 0.360 0.380 0.97 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 31 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 385 25.47 1.45 0.00 1.45 0.94 0.360 0.380 0.97 2.0000.99 No1.00 386 25.61 1.45 0.00 1.45 0.94 0.359 0.380 0.97 2.0000.99 No1.00 387 25.66 1.46 0.00 1.46 0.94 0.359 0.380 0.97 2.0000.99 No1.00 388 25.74 1.46 0.00 1.46 0.94 0.359 0.380 0.97 2.0000.99 No1.00 389 25.80 1.46 0.00 1.46 0.94 0.359 0.380 0.97 2.0000.99 No1.00 390 25.89 1.47 0.00 1.47 0.94 0.359 0.379 0.97 2.0000.99 No1.00 391 25.93 1.47 0.00 1.47 0.94 0.359 0.379 0.97 2.0000.99 No1.00 392 26.02 1.48 0.00 1.48 0.94 0.359 0.379 0.97 2.0000.99 No1.00 393 26.07 1.48 0.00 1.48 0.94 0.359 0.379 0.97 2.0000.99 No1.00 394 26.13 1.48 0.00 1.48 0.94 0.359 0.379 0.97 2.0000.99 No1.00 395 26.21 1.49 0.00 1.49 0.93 0.359 0.379 0.97 2.0000.99 No1.00 396 26.26 1.49 0.00 1.49 0.93 0.358 0.379 0.97 2.0000.99 No1.00 397 26.34 1.50 0.00 1.50 0.93 0.358 0.379 0.97 2.0000.99 No1.00 398 26.39 1.50 0.00 1.50 0.93 0.358 0.379 0.97 2.0000.99 No1.00 399 26.49 1.51 0.00 1.51 0.93 0.358 0.379 0.97 2.0000.99 No1.00 400 26.53 1.51 0.00 1.51 0.93 0.358 0.379 0.97 2.0000.99 No1.00 401 26.58 1.51 0.00 1.51 0.93 0.358 0.378 0.97 2.0000.99 No1.00 402 26.71 1.52 0.00 1.52 0.93 0.358 0.378 0.97 2.0000.99 No1.00 403 26.74 1.52 0.00 1.52 0.93 0.358 0.378 0.97 2.0000.99 No1.00 404 26.85 1.53 0.00 1.53 0.93 0.358 0.378 0.97 2.0000.99 No1.00 405 26.91 1.53 0.00 1.53 0.93 0.358 0.378 0.97 2.0000.99 No1.00 406 27.04 1.54 0.00 1.54 0.93 0.358 0.378 0.96 0.3780.98 No1.00 407 27.09 1.54 0.00 1.54 0.93 0.358 0.378 0.96 0.3780.98 No1.00 408 27.13 1.55 0.00 1.54 0.93 0.358 0.379 0.96 0.3770.99 No1.00 409 27.18 1.55 0.01 1.54 0.93 0.358 0.379 0.96 0.3770.99 No1.00 410 27.27 1.55 0.01 1.55 0.93 0.359 0.380 0.96 0.3790.98 No1.00 411 27.31 1.56 0.01 1.55 0.93 0.359 0.380 0.96 0.3810.98 No1.00 412 27.41 1.56 0.01 1.55 0.93 0.360 0.380 0.96 0.3840.98 No1.00 413 27.45 1.57 0.01 1.55 0.93 0.360 0.381 0.96 0.3840.98 No1.00 414 27.52 1.57 0.02 1.55 0.93 0.360 0.381 0.95 0.3870.98 No1.00 415 27.56 1.57 0.02 1.56 0.93 0.361 0.381 0.95 0.3910.97 No1.00 416 27.66 1.58 0.02 1.56 0.93 0.361 0.382 0.95 0.3950.97 No1.00 417 27.70 1.58 0.02 1.56 0.93 0.361 0.382 0.94 0.4020.96 No1.00 418 27.79 1.59 0.02 1.56 0.93 0.362 0.383 0.93 0.4120.94 No1.00 419 27.84 1.59 0.03 1.56 0.93 0.362 0.383 0.92 0.4220.93 No1.00 420 27.93 1.60 0.03 1.57 0.93 0.363 0.383 0.91 0.4340.92 No1.00 421 27.98 1.60 0.03 1.57 0.93 0.363 0.384 0.92 0.4230.93 No1.00 422 28.03 1.60 0.03 1.57 0.93 0.363 0.384 0.93 0.4140.94 No1.00 423 28.11 1.61 0.03 1.57 0.93 0.364 0.384 0.92 0.4230.93 No1.00 424 28.21 1.61 0.04 1.58 0.93 0.364 0.385 0.90 0.4390.92 No1.00 425 28.25 1.62 0.04 1.58 0.93 0.365 0.385 0.89 0.4440.92 No1.00 426 28.39 1.63 0.04 1.58 0.93 0.365 0.386 0.88 0.4520.92 No1.00 427 28.44 1.63 0.04 1.58 0.93 0.366 0.386 0.88 0.4530.92 No1.00 428 28.48 1.63 0.05 1.59 0.93 0.366 0.387 0.88 0.4530.92 No1.00 429 28.58 1.64 0.05 1.59 0.93 0.366 0.387 0.88 0.4540.92 No1.00 430 28.62 1.64 0.05 1.59 0.93 0.366 0.387 0.88 0.4550.92 No1.00 431 28.71 1.65 0.05 1.59 0.93 0.367 0.388 0.88 0.4550.92 No1.00 432 28.75 1.65 0.05 1.60 0.93 0.367 0.388 0.88 0.4560.92 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 32 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 433 28.82 1.65 0.06 1.60 0.93 0.368 0.388 0.88 0.4570.92 No1.00 434 28.90 1.66 0.06 1.60 0.93 0.368 0.389 0.88 0.4570.92 No1.00 435 28.95 1.66 0.06 1.60 0.93 0.368 0.389 0.88 0.4580.92 No1.00 436 29.04 1.67 0.06 1.61 0.92 0.369 0.390 0.87 0.4590.92 No1.00 437 29.08 1.67 0.07 1.61 0.92 0.369 0.390 0.87 0.4590.92 No1.00 438 29.15 1.68 0.07 1.61 0.92 0.369 0.390 0.87 0.4600.92 No1.00 439 29.22 1.68 0.07 1.61 0.92 0.370 0.391 0.87 0.4600.92 No1.00 440 29.27 1.68 0.07 1.61 0.92 0.370 0.391 0.87 0.4610.92 No1.00 441 29.34 1.69 0.07 1.62 0.92 0.370 0.391 0.87 0.4620.92 No1.00 442 29.41 1.69 0.08 1.62 0.92 0.371 0.392 0.87 0.4620.92 No1.00 443 29.47 1.70 0.08 1.62 0.92 0.371 0.392 0.87 0.4630.92 No1.00 444 29.54 1.70 0.08 1.62 0.92 0.371 0.392 0.87 0.4640.92 No1.00 445 29.64 1.71 0.08 1.63 0.92 0.372 0.393 0.87 0.4640.92 No1.00 446 29.69 1.71 0.08 1.63 0.92 0.372 0.393 0.87 0.4650.92 No1.00 447 29.73 1.71 0.09 1.63 0.92 0.372 0.393 0.87 0.4650.92 No1.00 448 29.82 1.72 0.09 1.63 0.92 0.373 0.394 0.87 0.4660.92 No1.00 449 29.86 1.72 0.09 1.63 0.92 0.373 0.394 0.87 0.4670.92 No1.00 450 29.96 1.73 0.09 1.64 0.92 0.373 0.395 0.87 0.4670.92 No1.00 451 29.99 1.73 0.09 1.64 0.92 0.373 0.395 0.87 0.4680.92 No1.00 452 30.05 1.74 0.10 1.64 0.92 0.374 0.395 0.87 0.4680.92 No1.00 453 30.12 1.74 0.10 1.64 0.92 0.374 0.395 0.87 0.4690.92 No1.00 454 30.20 1.75 0.10 1.65 0.92 0.374 0.396 0.87 0.4700.92 No1.00 455 30.25 1.75 0.10 1.65 0.92 0.375 0.396 0.87 0.4700.92 No1.00 456 30.35 1.75 0.10 1.65 0.92 0.375 0.396 0.87 0.4710.92 No1.00 457 30.39 1.76 0.11 1.65 0.92 0.375 0.397 0.87 0.4720.92 No1.00 458 30.49 1.76 0.11 1.65 0.92 0.376 0.397 0.87 0.4720.92 No1.00 459 30.53 1.77 0.11 1.66 0.92 0.376 0.397 0.87 0.4730.92 No1.00 460 30.58 1.77 0.11 1.66 0.92 0.376 0.398 0.87 0.4730.92 No1.00 461 30.67 1.78 0.11 1.66 0.92 0.377 0.398 0.86 0.4740.92 No1.00 462 30.72 1.78 0.12 1.66 0.92 0.377 0.398 0.86 0.4740.92 No1.00 463 30.81 1.78 0.12 1.67 0.92 0.377 0.399 0.86 0.4750.92 No1.00 464 30.86 1.79 0.12 1.67 0.92 0.377 0.399 0.86 0.4760.92 No1.00 465 30.91 1.79 0.12 1.67 0.92 0.378 0.399 0.86 0.4760.92 No1.00 466 30.99 1.80 0.12 1.67 0.92 0.378 0.400 0.86 0.4770.92 No1.00 467 31.04 1.80 0.13 1.67 0.92 0.378 0.400 0.86 0.4770.92 No1.00 468 31.14 1.81 0.13 1.68 0.92 0.379 0.400 0.86 0.4780.92 No1.00 469 31.18 1.81 0.13 1.68 0.92 0.379 0.401 0.86 0.4790.92 No1.00 470 31.31 1.82 0.13 1.68 0.92 0.379 0.401 0.86 0.4800.92 No1.00 471 31.39 1.82 0.14 1.69 0.92 0.380 0.401 0.86 0.4810.92 No1.00 472 31.46 1.83 0.14 1.69 0.92 0.380 0.402 0.86 0.4810.92 No1.00 473 31.50 1.83 0.14 1.69 0.92 0.380 0.402 0.86 0.4820.92 No1.00 474 31.59 1.84 0.14 1.69 0.92 0.381 0.402 0.86 0.4820.92 No1.00 475 31.66 1.84 0.15 1.69 0.91 0.381 0.403 0.86 0.4830.92 No1.00 476 31.72 1.84 0.15 1.70 0.91 0.381 0.403 0.87 0.4770.92 No1.00 477 31.77 1.85 0.15 1.70 0.91 0.381 0.403 0.88 0.4740.92 No1.00 478 31.83 1.85 0.15 1.70 0.91 0.382 0.403 0.89 0.4650.92 No1.00 479 31.94 1.86 0.15 1.70 0.91 0.382 0.404 0.91 0.4480.94 No1.00 480 31.96 1.86 0.15 1.70 0.91 0.382 0.404 0.90 0.4550.93 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 33 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 481 32.10 1.87 0.16 1.71 0.91 0.383 0.405 0.89 0.4690.92 No1.00 482 32.14 1.87 0.16 1.71 0.91 0.383 0.405 0.89 0.4690.92 No1.00 483 32.19 1.87 0.16 1.71 0.91 0.383 0.405 0.89 0.4680.92 No1.00 484 32.24 1.88 0.16 1.71 0.91 0.383 0.405 0.88 0.4770.92 No1.00 485 32.34 1.88 0.17 1.72 0.91 0.384 0.406 0.90 0.4600.93 No1.00 486 32.38 1.89 0.17 1.72 0.91 0.384 0.406 0.89 0.4660.92 No1.00 487 32.42 1.89 0.17 1.72 0.91 0.384 0.406 0.90 0.4570.93 No1.00 488 32.51 1.90 0.17 1.72 0.91 0.385 0.406 0.91 0.4500.94 No1.00 489 32.56 1.90 0.17 1.72 0.91 0.385 0.407 0.92 0.4440.95 No1.00 490 32.66 1.90 0.18 1.73 0.91 0.385 0.407 0.92 0.4350.96 No1.00 491 32.70 1.91 0.18 1.73 0.91 0.385 0.407 0.93 0.4330.96 No1.00 492 32.76 1.91 0.18 1.73 0.91 0.386 0.408 0.93 0.4290.97 No1.00 493 32.83 1.92 0.18 1.73 0.91 0.386 0.408 0.93 0.4260.97 No1.00 494 32.89 1.92 0.18 1.74 0.91 0.386 0.408 0.94 0.4240.97 No1.00 495 32.98 1.92 0.19 1.74 0.91 0.386 0.408 0.94 0.4210.98 No1.00 496 33.02 1.93 0.19 1.74 0.91 0.387 0.409 0.94 0.4210.98 No1.00 497 33.09 1.93 0.19 1.74 0.91 0.387 0.409 0.94 0.4210.98 No1.00 498 33.16 1.94 0.19 1.74 0.91 0.387 0.409 0.94 0.4210.98 No1.00 499 33.21 1.94 0.19 1.75 0.91 0.387 0.409 0.94 0.4200.98 No1.00 500 33.30 1.94 0.20 1.75 0.91 0.388 0.410 0.95 0.4180.98 No1.00 501 33.34 1.95 0.20 1.75 0.91 0.388 0.410 0.94 0.4200.98 No1.00 502 33.44 1.95 0.20 1.75 0.91 0.388 0.410 0.94 0.4190.98 No1.00 503 33.48 1.96 0.20 1.75 0.91 0.388 0.411 0.94 0.4200.98 No1.00 504 33.53 1.96 0.20 1.75 0.91 0.389 0.411 0.94 0.4200.98 No1.00 505 33.62 1.96 0.21 1.76 0.91 0.389 0.411 0.94 0.4200.98 No1.00 506 33.67 1.97 0.21 1.76 0.91 0.389 0.411 0.94 0.4200.98 No1.00 507 33.73 1.97 0.21 1.76 0.91 0.389 0.412 0.95 0.4170.98 No1.00 508 33.84 1.98 0.21 1.76 0.91 0.390 0.412 0.94 0.4210.98 No1.00 509 33.87 1.98 0.21 1.76 0.91 0.390 0.412 0.94 0.4210.98 No1.00 510 33.92 1.98 0.22 1.77 0.91 0.390 0.412 0.94 0.4210.98 No1.00 511 34.01 1.99 0.22 1.77 0.91 0.390 0.413 0.94 0.4210.98 No1.00 512 34.06 1.99 0.22 1.77 0.91 0.391 0.413 0.94 0.4220.98 No1.00 513 34.15 1.99 0.22 1.77 0.91 0.391 0.413 0.94 0.4220.98 No1.00 514 34.19 2.00 0.22 1.77 0.91 0.391 0.413 0.95 0.4210.98 No1.00 515 34.26 2.00 0.23 1.78 0.91 0.391 0.414 0.95 0.4210.98 No1.00 516 34.33 2.01 0.23 1.78 0.90 0.392 0.414 0.95 0.4220.98 No1.00 517 34.39 2.01 0.23 1.78 0.90 0.392 0.414 0.95 0.4220.98 No1.00 518 34.47 2.01 0.23 1.78 0.90 0.392 0.414 0.95 0.4220.98 No1.00 519 34.52 2.02 0.23 1.78 0.90 0.392 0.415 0.95 0.4220.98 No1.00 520 34.61 2.02 0.24 1.79 0.90 0.393 0.415 0.95 0.4210.98 No1.00 521 34.66 2.03 0.24 1.79 0.90 0.393 0.415 0.95 0.4200.99 No1.00 522 34.72 2.03 0.24 1.79 0.90 0.393 0.415 0.95 0.4190.99 No1.00 523 34.79 2.03 0.24 1.79 0.90 0.393 0.416 0.95 0.4180.99 No1.00 524 34.89 2.04 0.25 1.79 0.90 0.394 0.416 0.95 0.4190.99 No1.00 525 34.93 2.04 0.25 1.79 0.90 0.394 0.416 0.95 0.4200.99 No1.00 526 35.01 2.05 0.25 1.80 0.90 0.394 0.417 0.95 0.4210.99 No1.00 527 35.06 2.05 0.25 1.80 0.90 0.394 0.417 0.95 0.4220.99 No1.00 528 35.11 2.05 0.25 1.80 0.90 0.394 0.417 0.95 0.4220.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 34 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 529 35.20 2.06 0.26 1.80 0.90 0.395 0.417 0.95 0.4210.99 No1.00 530 35.24 2.06 0.26 1.80 0.90 0.395 0.417 0.95 0.4200.99 No1.00 531 35.34 2.07 0.26 1.81 0.90 0.395 0.418 0.95 0.4190.99 No1.00 532 35.38 2.07 0.26 1.81 0.90 0.395 0.418 0.95 0.4190.99 No1.00 533 35.44 2.07 0.26 1.81 0.90 0.396 0.418 0.96 0.4180.99 No1.00 534 35.61 2.08 0.27 1.81 0.90 0.396 0.419 0.95 0.4190.99 No1.00 535 35.65 2.08 0.27 1.81 0.90 0.396 0.419 0.95 0.4200.99 No1.00 536 35.66 2.08 0.27 1.81 0.90 0.396 0.419 0.95 0.4200.99 No1.00 537 35.71 2.09 0.27 1.82 0.90 0.397 0.419 0.95 0.4200.99 No1.00 538 35.80 2.09 0.27 1.82 0.90 0.397 0.419 0.95 0.4210.99 No1.00 539 35.84 2.10 0.28 1.82 0.90 0.397 0.420 0.95 0.4210.99 No1.00 540 35.93 2.10 0.28 1.82 0.90 0.397 0.420 0.95 0.4220.99 No1.00 541 35.98 2.10 0.28 1.82 0.90 0.397 0.420 0.95 0.4220.99 No1.00 542 36.03 2.11 0.28 1.83 0.90 0.398 0.420 0.95 0.4220.99 No1.00 543 36.10 2.11 0.28 1.83 0.90 0.398 0.421 0.95 0.4220.99 No1.00 544 36.17 2.11 0.29 1.83 0.90 0.398 0.421 0.95 0.4220.99 No1.00 545 36.25 2.12 0.29 1.83 0.90 0.398 0.421 0.95 0.4220.99 No1.00 546 36.30 2.12 0.29 1.83 0.90 0.399 0.421 0.95 0.4220.99 No1.00 547 36.37 2.13 0.29 1.83 0.90 0.399 0.421 0.95 0.4220.99 No1.00 548 36.44 2.13 0.29 1.84 0.90 0.399 0.422 0.95 0.4220.99 No1.00 549 36.49 2.13 0.30 1.84 0.90 0.399 0.422 0.95 0.4220.99 No1.00 550 36.58 2.14 0.30 1.84 0.90 0.399 0.422 0.95 0.4230.99 No1.00 551 36.63 2.14 0.30 1.84 0.90 0.400 0.422 0.95 0.4230.99 No1.00 552 36.72 2.15 0.30 1.84 0.90 0.400 0.423 0.95 0.4230.99 No1.00 553 36.77 2.15 0.30 1.84 0.90 0.400 0.423 0.95 0.4230.99 No1.00 554 36.81 2.15 0.31 1.84 0.90 0.400 0.423 0.95 0.4230.99 No1.00 555 36.90 2.16 0.31 1.85 0.89 0.401 0.423 0.96 0.4230.99 No1.00 556 36.95 2.16 0.31 1.85 0.89 0.401 0.424 0.95 0.4240.99 No1.00 557 37.04 2.16 0.31 1.85 0.89 0.401 0.424 0.95 0.4240.99 No1.00 558 37.09 2.17 0.31 1.85 0.89 0.401 0.424 0.95 0.4240.99 No1.00 559 37.17 2.17 0.32 1.85 0.89 0.401 0.424 0.95 0.4240.99 No1.00 560 37.22 2.17 0.32 1.85 0.89 0.402 0.425 0.95 0.4250.99 No1.00 561 37.29 2.18 0.32 1.86 0.89 0.402 0.425 0.95 0.4250.99 No1.00 562 37.36 2.18 0.32 1.86 0.89 0.402 0.425 0.95 0.4250.99 No1.00 563 37.42 2.18 0.33 1.86 0.89 0.402 0.425 0.95 0.4260.99 No1.00 564 37.48 2.19 0.33 1.86 0.89 0.402 0.425 0.95 0.4260.99 No1.00 565 37.56 2.19 0.33 1.86 0.89 0.403 0.426 0.95 0.4270.99 No1.00 566 37.61 2.19 0.33 1.86 0.89 0.403 0.426 0.95 0.4270.99 No1.00 567 37.72 2.20 0.33 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 568 37.75 2.20 0.34 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 569 37.80 2.21 0.34 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 570 37.89 2.21 0.34 1.87 0.89 0.404 0.427 0.95 0.4270.99 No1.00 571 37.93 2.21 0.34 1.87 0.89 0.404 0.427 0.95 0.4280.99 No1.00 572 38.03 2.22 0.34 1.87 0.89 0.404 0.427 0.95 0.4280.99 No1.00 573 38.07 2.22 0.35 1.88 0.89 0.404 0.427 0.95 0.4290.99 No1.00 574 38.13 2.22 0.35 1.88 0.89 0.404 0.427 0.95 0.4290.99 No1.00 575 38.21 2.23 0.35 1.88 0.89 0.405 0.428 0.95 0.4290.99 No1.00 576 38.27 2.23 0.35 1.88 0.89 0.405 0.428 0.95 0.4290.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 35 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 577 38.35 2.24 0.35 1.88 0.89 0.405 0.428 0.95 0.4290.99 No1.00 578 38.40 2.24 0.36 1.88 0.89 0.405 0.428 0.95 0.4290.99 No1.00 579 38.48 2.24 0.36 1.89 0.89 0.405 0.429 0.95 0.4290.99 No1.00 580 38.53 2.25 0.36 1.89 0.89 0.406 0.429 0.95 0.4290.99 No1.00 581 38.63 2.25 0.36 1.89 0.89 0.406 0.429 0.95 0.4290.99 No1.00 582 38.68 2.25 0.36 1.89 0.89 0.406 0.429 0.95 0.4300.99 No1.00 583 38.72 2.26 0.37 1.89 0.89 0.406 0.429 0.95 0.4300.99 No1.00 584 38.81 2.26 0.37 1.89 0.89 0.406 0.430 0.95 0.4300.99 No1.00 585 38.90 2.27 0.37 1.90 0.89 0.407 0.430 0.95 0.4300.99 No1.00 586 38.91 2.27 0.37 1.90 0.89 0.407 0.430 0.95 0.4300.99 No1.00 587 39.00 2.27 0.37 1.90 0.89 0.407 0.430 0.95 0.4310.99 No1.00 588 39.05 2.27 0.38 1.90 0.89 0.407 0.430 0.95 0.4310.99 No1.00 589 39.15 2.28 0.38 1.90 0.89 0.407 0.431 0.95 0.4310.99 No1.00 590 39.18 2.28 0.38 1.90 0.89 0.408 0.431 0.95 0.4310.99 No1.00 591 39.27 2.29 0.38 1.90 0.89 0.408 0.431 0.95 0.4320.99 No1.00 592 39.32 2.29 0.38 1.90 0.89 0.408 0.431 0.95 0.4320.99 No1.00 593 39.40 2.29 0.39 1.91 0.88 0.408 0.432 0.95 0.4320.99 No1.00 594 39.46 2.30 0.39 1.91 0.88 0.408 0.432 0.95 0.4320.99 No1.00 595 39.53 2.30 0.39 1.91 0.88 0.409 0.432 0.95 0.4320.99 No1.00 596 39.59 2.30 0.39 1.91 0.88 0.409 0.432 0.95 0.4320.99 No1.00 597 39.65 2.30 0.39 1.91 0.88 0.409 0.432 0.95 0.4330.99 No1.00 598 39.73 2.31 0.40 1.91 0.88 0.409 0.433 0.95 0.4330.99 No1.00 599 39.78 2.31 0.40 1.91 0.88 0.409 0.433 0.95 0.4330.99 No1.00 600 39.85 2.32 0.40 1.91 0.88 0.410 0.433 0.95 0.4340.99 No1.00 601 39.92 2.32 0.40 1.92 0.88 0.410 0.433 0.95 0.4340.99 No1.00 602 39.96 2.32 0.40 1.92 0.88 0.410 0.433 0.95 0.4340.99 No1.00 603 40.05 2.33 0.41 1.92 0.88 0.410 0.434 0.95 0.4340.99 No1.00 604 40.09 2.33 0.41 1.92 0.88 0.410 0.434 0.95 0.4350.99 No1.00 605 40.24 2.34 0.41 1.92 0.88 0.411 0.434 0.95 0.4360.99 No1.00 606 40.28 2.34 0.41 1.93 0.88 0.411 0.434 0.95 0.4360.99 No1.00 607 40.30 2.34 0.41 1.93 0.88 0.411 0.434 0.95 0.4370.99 No1.00 608 40.38 2.34 0.42 1.93 0.88 0.411 0.434 0.95 0.4380.99 No1.00 609 40.47 2.35 0.42 1.93 0.88 0.411 0.435 0.95 0.4390.99 No1.00 610 40.51 2.35 0.42 1.93 0.88 0.411 0.435 0.95 0.4410.99 No1.00 611 40.56 2.36 0.42 1.93 0.88 0.411 0.435 0.94 0.4440.99 No1.00 612 40.65 2.36 0.43 1.94 0.88 0.412 0.435 0.94 0.4440.99 No1.00 613 40.70 2.36 0.43 1.94 0.88 0.412 0.435 0.94 0.4420.99 No1.00 614 40.79 2.37 0.43 1.94 0.88 0.412 0.435 0.95 0.4400.99 No1.00 615 40.88 2.38 0.43 1.94 0.88 0.412 0.436 0.95 0.4390.99 No1.00 616 40.90 2.38 0.43 1.94 0.88 0.412 0.436 0.95 0.4390.99 No1.00 617 40.98 2.38 0.44 1.95 0.88 0.412 0.436 0.95 0.4390.99 No1.00 618 41.02 2.38 0.44 1.95 0.88 0.413 0.436 0.95 0.4390.99 No1.00 619 41.11 2.39 0.44 1.95 0.88 0.413 0.436 0.95 0.4380.99 No1.00 620 41.15 2.39 0.44 1.95 0.88 0.413 0.436 0.95 0.4380.99 No1.00 621 41.25 2.40 0.44 1.95 0.88 0.413 0.437 0.95 0.4380.99 No1.00 622 41.34 2.40 0.45 1.95 0.88 0.413 0.437 0.95 0.4390.99 No1.00 623 41.38 2.40 0.45 1.96 0.88 0.413 0.437 0.95 0.4390.99 No1.00 624 41.43 2.41 0.45 1.96 0.88 0.414 0.437 0.95 0.4390.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 36 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 625 41.48 2.41 0.45 1.96 0.88 0.414 0.437 0.95 0.4390.99 No1.00 626 41.57 2.41 0.45 1.96 0.88 0.414 0.438 0.95 0.4390.99 No1.00 627 41.62 2.42 0.46 1.96 0.88 0.414 0.438 0.95 0.4390.99 No1.00 628 41.67 2.42 0.46 1.96 0.88 0.414 0.438 0.95 0.4390.99 No1.00 629 41.76 2.43 0.46 1.96 0.88 0.414 0.438 0.95 0.4400.99 No1.00 630 41.80 2.43 0.46 1.97 0.88 0.414 0.438 0.95 0.4400.99 No1.00 631 41.90 2.43 0.46 1.97 0.87 0.415 0.438 0.95 0.4400.99 No1.00 632 41.94 2.43 0.47 1.97 0.87 0.415 0.438 0.95 0.4400.99 No1.00 633 42.01 2.44 0.47 1.97 0.87 0.415 0.439 0.95 0.4410.99 No1.00 634 42.08 2.44 0.47 1.97 0.87 0.415 0.439 0.95 0.4410.99 No1.00 635 42.17 2.45 0.47 1.97 0.87 0.415 0.439 0.95 0.4410.99 No1.00 636 42.22 2.45 0.47 1.98 0.87 0.415 0.439 0.95 0.4410.99 No1.00 637 42.26 2.45 0.48 1.98 0.87 0.416 0.439 0.95 0.4420.99 No1.00 638 42.36 2.46 0.48 1.98 0.87 0.416 0.440 0.95 0.4420.99 No1.00 639 42.40 2.46 0.48 1.98 0.87 0.416 0.440 0.95 0.4420.99 No1.00 640 42.50 2.47 0.48 1.98 0.87 0.416 0.440 0.95 0.4420.99 No1.00 641 42.54 2.47 0.48 1.98 0.87 0.416 0.440 0.95 0.4420.99 No1.00 642 42.59 2.47 0.49 1.98 0.87 0.416 0.440 0.95 0.4420.99 No1.00 643 42.66 2.47 0.49 1.99 0.87 0.417 0.440 0.95 0.4430.99 No1.00 644 42.73 2.48 0.49 1.99 0.87 0.417 0.440 0.95 0.4430.99 No1.00 645 42.82 2.48 0.49 1.99 0.87 0.417 0.441 0.95 0.4430.99 No1.00 646 42.89 2.49 0.50 1.99 0.87 0.417 0.441 0.95 0.4430.99 No1.00 647 43.00 2.49 0.50 1.99 0.87 0.417 0.441 0.95 0.4430.99 No1.00 648 43.02 2.49 0.50 1.99 0.87 0.417 0.441 0.95 0.4430.99 No1.00 649 43.05 2.50 0.50 1.99 0.87 0.417 0.441 0.95 0.4440.99 No1.00 650 43.14 2.50 0.50 2.00 0.87 0.418 0.441 0.95 0.4440.99 No1.00 651 43.23 2.51 0.51 2.00 0.87 0.418 0.442 0.95 0.4440.99 No1.00 652 43.25 2.51 0.51 2.00 0.87 0.418 0.442 0.95 0.4440.99 No1.00 653 43.33 2.51 0.51 2.00 0.87 0.418 0.442 0.95 0.4440.99 No1.00 654 43.38 2.51 0.51 2.00 0.87 0.418 0.442 0.95 0.4440.99 No1.00 655 43.47 2.52 0.51 2.00 0.87 0.418 0.442 0.95 0.4450.99 No1.00 656 43.50 2.52 0.51 2.01 0.87 0.418 0.442 0.95 0.4450.99 No1.00 657 43.60 2.53 0.52 2.01 0.87 0.419 0.443 0.95 0.4450.99 No1.00 658 43.65 2.53 0.52 2.01 0.87 0.419 0.443 0.95 0.4460.99 No1.00 659 43.74 2.53 0.52 2.01 0.87 0.419 0.443 0.95 0.4460.99 No1.00 660 43.79 2.54 0.52 2.01 0.87 0.419 0.443 0.95 0.4460.99 No1.00 661 43.83 2.54 0.53 2.01 0.87 0.419 0.443 0.95 0.4460.99 No1.00 662 43.92 2.54 0.53 2.01 0.87 0.419 0.443 0.95 0.4460.99 No1.00 663 43.97 2.55 0.53 2.02 0.87 0.420 0.443 0.95 0.4470.99 No1.00 664 44.03 2.55 0.53 2.02 0.87 0.420 0.444 0.95 0.4480.99 No1.00 665 44.11 2.55 0.53 2.02 0.87 0.420 0.444 0.94 0.4500.99 No1.00 666 44.20 2.56 0.54 2.02 0.87 0.420 0.444 0.94 0.4540.99 No1.00 667 44.25 2.56 0.54 2.02 0.87 0.420 0.444 0.94 0.4550.99 No1.00 668 44.29 2.56 0.54 2.03 0.87 0.420 0.444 0.94 0.4560.99 No1.00 669 44.39 2.57 0.54 2.03 0.86 0.420 0.444 0.94 0.4550.99 No1.00 670 44.43 2.57 0.54 2.03 0.86 0.420 0.444 0.94 0.4530.99 No1.00 671 44.53 2.58 0.55 2.03 0.86 0.421 0.445 0.94 0.4520.99 No1.00 672 44.62 2.58 0.55 2.03 0.86 0.421 0.445 0.94 0.4500.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 37 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 673 44.67 2.59 0.55 2.04 0.86 0.421 0.445 0.95 0.4500.99 No1.00 674 44.75 2.59 0.55 2.04 0.86 0.421 0.445 0.95 0.4490.99 No1.00 675 44.80 2.59 0.56 2.04 0.86 0.421 0.445 0.95 0.4490.99 No1.00 676 44.85 2.60 0.56 2.04 0.86 0.421 0.445 0.95 0.4490.99 No1.00 677 44.89 2.60 0.56 2.04 0.86 0.421 0.445 0.95 0.4490.99 No1.00 678 44.99 2.60 0.56 2.04 0.86 0.421 0.446 0.95 0.4490.99 No1.00 679 45.03 2.61 0.56 2.04 0.86 0.422 0.446 0.95 0.4490.99 No1.00 680 45.09 2.61 0.56 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 681 45.19 2.62 0.57 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 682 45.23 2.62 0.57 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 683 45.28 2.62 0.57 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 684 45.37 2.63 0.57 2.05 0.86 0.422 0.446 0.95 0.4500.99 No1.00 685 45.42 2.63 0.57 2.05 0.86 0.422 0.446 0.95 0.4500.99 No1.00 686 45.51 2.63 0.58 2.06 0.86 0.422 0.447 0.95 0.4500.99 No1.00 687 45.56 2.64 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 688 45.62 2.64 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 689 45.70 2.64 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 690 45.75 2.65 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 691 45.84 2.65 0.59 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 692 45.88 2.65 0.59 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 693 45.97 2.66 0.59 2.07 0.86 0.423 0.448 0.95 0.4510.99 No1.00 694 46.02 2.66 0.59 2.07 0.86 0.424 0.448 0.95 0.4510.99 No1.00 695 46.06 2.66 0.59 2.07 0.86 0.424 0.448 0.95 0.4510.99 No1.00 696 46.16 2.67 0.60 2.07 0.86 0.424 0.448 0.95 0.4510.99 No1.00 697 46.20 2.67 0.60 2.07 0.86 0.424 0.448 0.95 0.4510.99 No1.00 698 46.29 2.67 0.60 2.07 0.86 0.424 0.448 0.95 0.4520.99 No1.00 699 46.33 2.68 0.60 2.07 0.86 0.424 0.448 0.95 0.4520.99 No1.00 700 46.43 2.68 0.61 2.07 0.86 0.424 0.449 0.95 0.4520.99 No1.00 701 46.48 2.68 0.61 2.08 0.86 0.424 0.449 0.95 0.4520.99 No1.00 702 46.53 2.69 0.61 2.08 0.86 0.425 0.449 0.95 0.4530.99 No1.00 703 46.62 2.69 0.61 2.08 0.86 0.425 0.449 0.95 0.4530.99 No1.00 704 46.66 2.69 0.61 2.08 0.86 0.425 0.449 0.95 0.4530.99 No1.00 705 46.76 2.70 0.62 2.08 0.85 0.425 0.449 0.95 0.4540.99 No1.00 706 46.80 2.70 0.62 2.08 0.85 0.425 0.449 0.94 0.4550.99 No1.00 707 46.85 2.71 0.62 2.09 0.85 0.425 0.449 0.94 0.4560.99 No1.00 708 46.94 2.71 0.62 2.09 0.85 0.425 0.449 0.93 0.4610.99 No1.00 709 46.99 2.71 0.62 2.09 0.85 0.425 0.450 0.92 0.4690.98 No1.00 710 47.08 2.72 0.63 2.09 0.85 0.425 0.450 0.92 0.4750.98 No1.00 711 47.12 2.72 0.63 2.09 0.85 0.425 0.450 0.92 0.4760.98 No1.00 712 47.20 2.73 0.63 2.10 0.85 0.426 0.450 0.92 0.4760.98 No1.00 713 47.31 2.73 0.63 2.10 0.85 0.426 0.450 0.92 0.4760.98 No1.00 714 47.33 2.73 0.63 2.10 0.85 0.426 0.450 0.92 0.4760.98 No1.00 715 47.40 2.74 0.64 2.10 0.85 0.426 0.450 0.92 0.4780.97 No1.00 716 47.47 2.74 0.64 2.10 0.85 0.426 0.450 0.92 0.4760.98 No1.00 717 47.54 2.75 0.64 2.11 0.85 0.426 0.450 0.92 0.4780.97 No1.00 718 47.58 2.75 0.64 2.11 0.85 0.426 0.450 0.91 0.4780.97 No1.00 719 47.70 2.76 0.65 2.11 0.85 0.426 0.451 0.91 0.4800.97 No1.00 720 47.73 2.76 0.65 2.11 0.85 0.426 0.451 0.91 0.4780.97 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 38 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 721 47.79 2.76 0.65 2.11 0.85 0.426 0.451 0.92 0.4760.98 No1.00 722 47.88 2.77 0.65 2.12 0.85 0.427 0.451 0.92 0.4740.98 No1.00 723 47.92 2.77 0.65 2.12 0.85 0.427 0.451 0.92 0.4720.98 No1.00 724 48.01 2.77 0.66 2.12 0.85 0.427 0.451 0.93 0.4670.98 No1.00 725 48.04 2.78 0.66 2.12 0.85 0.427 0.451 0.93 0.4660.98 No1.00 726 48.11 2.78 0.66 2.12 0.85 0.427 0.451 0.94 0.4620.99 No1.00 727 48.20 2.79 0.66 2.12 0.85 0.427 0.451 0.94 0.4600.99 No1.00 728 48.25 2.79 0.66 2.13 0.85 0.427 0.451 0.94 0.4590.99 No1.00 729 48.30 2.79 0.66 2.13 0.85 0.427 0.451 0.94 0.4580.99 No1.00 730 48.39 2.80 0.67 2.13 0.85 0.427 0.452 0.94 0.4570.99 No1.00 731 48.45 2.80 0.67 2.13 0.85 0.427 0.452 0.94 0.4570.99 No1.00 732 48.52 2.80 0.67 2.13 0.85 0.427 0.452 0.94 0.4560.99 No1.00 733 48.57 2.81 0.67 2.13 0.85 0.428 0.452 0.94 0.4560.99 No1.00 734 48.67 2.81 0.68 2.14 0.85 0.428 0.452 0.94 0.4570.99 No1.00 735 48.71 2.81 0.68 2.14 0.85 0.428 0.452 0.94 0.4570.99 No1.00 736 48.76 2.82 0.68 2.14 0.85 0.428 0.452 0.94 0.4570.99 No1.00 737 48.85 2.82 0.68 2.14 0.85 0.428 0.452 0.94 0.4570.99 No1.00 738 48.89 2.82 0.68 2.14 0.85 0.428 0.452 0.94 0.4570.99 No1.00 739 48.99 2.83 0.69 2.14 0.85 0.428 0.453 0.94 0.4570.99 No1.00 740 49.03 2.83 0.69 2.15 0.85 0.428 0.453 0.94 0.4580.99 No1.00 741 49.10 2.84 0.69 2.15 0.85 0.428 0.453 0.94 0.4580.99 No1.00 742 49.17 2.84 0.69 2.15 0.85 0.428 0.453 0.94 0.4590.99 No1.00 743 49.23 2.84 0.69 2.15 0.84 0.428 0.453 0.94 0.4600.99 No1.00 744 49.29 2.85 0.70 2.15 0.84 0.429 0.453 0.94 0.4600.99 No1.00 745 49.36 2.85 0.70 2.15 0.84 0.429 0.453 0.94 0.4610.99 No1.00 746 49.41 2.85 0.70 2.15 0.84 0.429 0.453 0.94 0.4600.99 No1.00 747 49.50 2.86 0.70 2.16 0.84 0.429 0.453 0.94 0.4590.99 No1.00 748 49.54 2.86 0.70 2.16 0.84 0.429 0.453 0.94 0.4590.99 No1.00 749 49.64 2.87 0.71 2.16 0.84 0.429 0.454 0.94 0.4590.99 No1.00 750 49.74 2.87 0.71 2.16 0.84 0.429 0.454 0.94 0.4590.99 No1.00 751 49.75 2.87 0.71 2.16 0.84 0.429 0.454 0.94 0.4590.99 No1.00 752 49.83 2.88 0.71 2.16 0.84 0.429 0.454 0.94 0.4590.99 No1.00 753 49.92 2.88 0.72 2.17 0.84 0.430 0.454 0.94 0.4590.99 No1.00 754 49.96 2.88 0.72 2.17 0.84 0.430 0.454 0.94 0.4590.99 No1.00 755 50.01 2.89 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 756 50.09 2.89 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 757 50.14 2.89 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 758 50.22 2.89 0.72 2.17 0.84 0.430 0.455 0.97 2.0000.99 No1.00 759 50.28 2.90 0.73 2.17 0.84 0.430 0.455 0.97 2.0000.99 No1.00 Depth: σv: u0: σv ': rd: CSR: MSF: CSReq : Kσ: *: Depth from free surface, at which CPT was performed (ft) Water pressure at test point (tsf) Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor Cyclic Stress Ratio Magnitude Scaling Factor CSR adjusted for M=7.5 Effective overburden stress factor Abbreviations CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 39 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 1 0.49 100.00 4.06 0.62 1.70 0.79 0.00 4.000 No Yes0.09 2.000.79 2 0.60 100.00 4.06 0.62 1.70 0.79 0.00 4.000 No Yes0.14 2.000.79 3 0.84 100.00 4.06 0.62 1.70 1.27 0.00 4.000 No Yes0.23 2.001.27 4 37.58 38.89 2.20 0.66 1.70 1.90 41.80 4.000 No No0.28 2.0043.69 5 76.09 11.00 1.85 0.34 1.70 177.87 13.54 4.000 No No0.37 2.00191.41 6 112.98 0.00 1.67 0.35 1.70 186.90 0.00 4.000 No No0.45 2.00186.90 7 105.65 4.68 1.77 0.36 1.70 179.77 0.12 4.000 No No0.46 2.00179.88 8 93.03 13.37 1.88 0.38 1.70 142.56 20.71 4.000 No No0.55 2.00163.26 9 77.22 24.95 2.02 0.36 1.70 126.07 52.08 4.000 No No0.60 2.00178.16 10 66.28 33.77 2.13 0.38 1.70 103.58 60.97 4.000 No No0.66 2.00164.55 11 52.48 46.06 2.29 0.39 1.70 89.81 67.67 4.000 No No0.74 2.00157.48 12 41.45 57.84 2.44 0.45 1.70 59.56 64.74 4.000 No No0.83 2.00124.30 13 31.43 71.60 2.61 0.46 1.70 50.37 0.00 4.000 No Yes0.87 2.0050.37 14 26.37 80.65 2.72 0.49 1.70 41.50 0.00 4.000 No Yes0.94 2.0041.50 15 22.72 88.22 2.82 0.50 1.70 35.17 0.00 4.000 No Yes1.01 2.0035.17 16 19.85 94.36 2.89 0.51 1.70 32.79 0.00 4.000 No Yes1.06 2.0032.79 17 18.04 97.48 2.93 0.52 1.70 27.71 0.00 4.000 No Yes1.15 2.0027.71 18 16.71 98.77 2.95 0.52 1.70 26.45 0.00 4.000 No Yes1.21 2.0026.45 19 16.22 97.70 2.93 0.53 1.70 26.45 0.00 4.000 No Yes1.28 2.0026.45 20 15.86 96.56 2.92 0.53 1.70 25.34 0.00 4.000 No Yes1.33 2.0025.34 21 15.11 96.72 2.92 0.53 1.70 24.71 0.00 4.000 No Yes1.38 2.0024.71 22 14.48 95.13 2.90 0.54 1.70 22.81 0.00 4.000 No Yes1.47 2.0022.81 23 13.62 92.95 2.87 0.54 1.70 22.33 0.00 4.000 No Yes1.53 2.0022.33 24 13.02 90.70 2.85 0.55 1.70 20.60 0.00 4.000 No Yes1.61 2.0020.60 25 12.39 91.65 2.86 0.55 1.70 19.95 0.00 4.000 No Yes1.66 2.0019.95 26 11.93 94.57 2.89 0.55 1.70 19.33 0.00 4.000 No Yes1.71 2.0019.33 27 11.37 97.75 2.93 0.55 1.70 18.38 0.00 4.000 No Yes1.80 2.0018.38 28 11.01 99.89 2.96 0.56 1.70 17.27 0.00 4.000 No Yes1.84 2.0017.27 29 10.80 100.00 2.98 0.55 1.70 17.58 0.00 4.000 No Yes1.91 2.0017.58 30 10.70 100.00 2.99 0.55 1.70 17.42 0.00 4.000 No Yes2.01 2.0017.42 31 10.37 100.00 3.01 0.56 1.70 16.79 0.00 4.000 No Yes2.05 2.0016.79 32 10.04 100.00 3.03 0.56 1.70 16.00 0.00 4.000 No Yes2.15 2.0016.00 33 9.85 100.00 3.04 0.56 1.70 15.84 0.00 4.000 No Yes2.19 2.0015.84 34 9.75 100.00 3.03 0.56 1.70 15.84 0.00 4.000 No Yes2.24 2.0015.84 35 9.65 100.00 3.02 0.56 1.70 15.52 0.00 4.000 No Yes2.33 2.0015.52 36 9.49 100.00 3.01 0.56 1.70 15.36 0.00 4.000 No Yes2.37 2.0015.36 37 9.36 100.00 3.01 0.56 1.70 15.05 0.00 4.000 No Yes2.47 2.0015.05 38 9.13 100.00 3.00 0.56 1.70 14.89 0.00 4.000 No Yes2.51 2.0014.89 39 8.81 100.00 3.01 0.57 1.70 14.25 0.00 4.000 No Yes2.60 2.0014.25 40 8.51 100.00 3.01 0.57 1.70 13.46 0.00 4.000 No Yes2.65 2.0013.46 41 8.35 100.00 3.00 0.57 1.70 13.46 0.00 4.000 No Yes2.70 2.0013.46 42 8.35 100.00 2.98 0.57 1.70 13.46 0.00 4.000 No Yes2.79 2.0013.46 43 8.36 100.00 2.97 0.57 1.70 13.46 0.00 4.000 No Yes2.84 2.0013.46 44 8.36 100.00 2.97 0.57 1.70 13.46 0.00 4.000 No Yes2.93 2.0013.46 45 8.39 100.00 2.96 0.57 1.70 13.46 0.00 4.000 No Yes2.96 2.0013.46 46 8.40 100.00 2.97 0.57 1.70 13.62 0.00 4.000 No Yes3.02 2.0013.62 47 8.37 100.00 2.98 0.57 1.70 13.46 0.00 4.000 No Yes3.11 2.0013.46 48 8.30 100.00 2.99 0.57 1.70 13.30 0.00 4.000 No Yes3.16 2.0013.30 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 40 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 49 8.27 100.00 3.00 0.57 1.70 13.30 0.00 4.000 No Yes3.25 2.0013.30 50 8.27 100.00 3.00 0.57 1.70 13.30 0.00 4.000 No Yes3.29 2.0013.30 51 8.47 100.00 2.97 0.57 1.70 13.30 0.00 4.000 No Yes3.43 2.0013.30 52 9.16 95.02 2.90 0.57 1.70 14.25 0.00 4.000 No Yes3.48 2.0014.25 53 10.38 86.68 2.80 0.56 1.70 16.63 0.00 4.000 No Yes3.57 2.0016.63 54 12.41 74.75 2.65 0.56 1.70 19.17 0.00 4.000 No Yes3.61 2.0019.17 55 14.25 65.59 2.53 0.54 1.70 24.07 56.76 4.000 No No3.73 2.0080.83 56 16.26 56.57 2.42 0.55 1.70 25.50 54.93 4.000 No No3.76 2.0080.42 57 17.47 51.69 2.36 0.54 1.70 28.82 54.26 4.000 No No3.85 2.0083.09 58 18.86 46.72 2.30 0.54 1.70 29.93 52.59 4.000 No No3.90 2.0082.52 59 20.11 43.11 2.25 0.54 1.70 32.15 51.43 4.000 No No3.94 2.0083.58 60 21.65 39.79 2.21 0.53 1.70 34.85 50.20 4.000 No No4.01 2.0085.05 61 23.10 37.52 2.18 0.53 1.70 37.39 49.31 4.000 No No4.08 2.0086.70 62 24.64 35.44 2.16 0.53 1.70 39.12 48.17 4.000 No No4.15 2.0087.29 63 26.09 33.35 2.13 0.52 1.70 42.29 47.12 4.000 No No4.22 2.0089.41 64 27.30 31.63 2.11 0.52 1.70 44.34 45.95 4.000 No No4.28 2.0090.29 65 28.09 30.76 2.10 0.52 1.70 44.99 45.20 4.000 No No4.36 2.0090.19 66 28.95 30.31 2.09 0.52 1.70 46.09 44.95 4.000 No No4.40 2.0091.04 67 30.17 28.68 2.07 0.52 1.70 48.47 43.57 4.000 No No4.49 2.0092.05 68 32.04 24.84 2.02 0.52 1.70 50.85 38.85 4.000 No No4.54 2.0089.70 69 33.92 20.77 1.97 0.53 1.70 55.12 32.48 4.000 No No4.63 2.0087.60 70 35.49 17.78 1.93 0.54 1.70 57.50 26.37 4.000 No No4.68 2.0083.88 71 36.68 16.87 1.92 0.54 1.70 58.45 24.30 4.000 No No4.73 2.0082.75 72 37.00 17.25 1.93 0.53 1.70 60.83 25.47 4.000 No No4.82 2.0086.30 73 37.69 17.41 1.93 0.53 1.70 59.08 25.68 4.000 No No4.87 2.0084.75 74 38.51 17.26 1.93 0.53 1.70 61.78 25.59 4.000 No No4.96 2.0087.37 75 39.53 16.85 1.92 0.52 1.70 64.78 24.91 4.000 No No5.00 2.0089.69 76 39.63 17.65 1.93 0.52 1.70 63.99 26.80 4.000 No No5.06 2.0090.79 77 37.69 21.67 1.98 0.50 1.70 62.24 35.26 4.000 No No5.14 2.0097.50 78 34.33 28.13 2.06 0.50 1.70 55.43 44.26 4.000 No No5.20 2.0099.69 79 29.67 37.99 2.19 0.50 1.70 47.83 52.09 4.000 No No5.25 2.0099.92 80 25.20 48.22 2.32 0.51 1.70 39.75 55.79 4.000 No No5.34 2.0095.54 81 21.36 59.53 2.46 0.52 1.70 33.90 58.09 4.000 No No5.38 2.0091.99 82 18.33 69.56 2.58 0.53 1.70 29.31 59.07 4.000 No No5.47 2.0088.37 83 16.03 79.01 2.70 0.53 1.70 25.18 0.00 4.000 No Yes5.53 2.0025.18 84 14.39 85.91 2.79 0.54 1.70 22.81 0.00 4.000 No Yes5.61 2.0022.81 85 13.41 90.48 2.84 0.54 1.70 21.38 0.00 4.000 No Yes5.66 2.0021.38 86 12.92 92.53 2.87 0.55 1.70 20.44 0.00 4.000 No Yes5.75 2.0020.44 87 12.72 93.16 2.88 0.55 1.70 20.44 0.00 4.000 No Yes5.80 2.0020.44 88 13.44 89.54 2.83 0.55 1.70 20.44 0.00 4.000 No Yes5.84 2.0020.44 89 14.60 84.17 2.76 0.54 1.70 23.92 0.00 4.000 No Yes5.93 2.0023.92 90 17.29 73.36 2.63 0.53 1.70 25.98 0.00 4.000 No Yes5.98 2.0025.98 91 19.95 64.09 2.51 0.52 1.70 33.42 59.10 4.000 No No6.07 2.0092.52 92 24.28 51.89 2.36 0.51 1.70 36.74 56.46 4.000 No No6.11 2.0093.20 93 28.16 42.67 2.25 0.49 1.70 46.88 54.86 4.000 No No6.21 2.00101.74 94 31.77 34.62 2.15 0.49 1.70 52.10 50.40 4.000 No No6.26 2.00102.51 95 34.01 29.22 2.08 0.50 1.70 54.18 45.34 4.000 No No6.30 2.0099.52 96 35.29 26.00 2.04 0.50 1.70 57.65 41.77 4.000 No No6.40 2.0099.42 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 41 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 97 36.47 23.65 2.01 0.51 1.70 58.29 38.21 4.000 No No6.44 2.0096.50 98 37.03 23.08 2.00 0.50 1.70 59.86 37.49 4.000 No No6.54 2.0097.36 99 37.56 22.82 2.00 0.50 1.70 60.35 37.10 4.000 No No6.57 2.0097.45 100 37.43 23.74 2.01 0.50 1.70 60.70 38.76 4.000 No No6.63 2.0099.46 101 36.90 25.56 2.03 0.50 1.68 58.65 41.30 4.000 No No6.72 2.0099.94 102 35.49 29.69 2.08 0.49 1.66 56.58 46.38 4.000 No No6.76 2.00102.96 103 33.52 34.92 2.15 0.49 1.65 52.56 50.77 4.000 No No6.86 2.00103.33 104 30.92 41.76 2.23 0.49 1.65 48.22 54.66 4.000 No No6.90 2.00102.87 105 28.29 48.74 2.32 0.50 1.65 43.90 57.11 4.000 No No6.97 2.00101.01 106 26.06 55.11 2.40 0.50 1.65 40.10 58.49 4.000 No No7.04 2.0098.58 107 23.82 61.48 2.48 0.50 1.65 37.78 59.70 4.000 No No7.09 2.0097.48 108 22.24 65.97 2.54 0.51 1.65 33.56 59.56 4.000 No No7.18 2.0093.12 109 21.19 69.08 2.58 0.51 1.65 32.72 59.97 4.000 No No7.23 2.0092.69 110 21.33 64.69 2.52 0.52 1.64 32.73 59.04 4.000 No No7.32 2.0091.77 111 21.69 58.99 2.45 0.52 1.63 33.74 57.90 4.000 No No7.41 2.0091.64 112 21.98 52.46 2.37 0.52 1.63 34.06 55.94 4.000 No No7.45 2.0090.00 113 21.91 53.24 2.38 0.52 1.63 33.79 56.14 4.000 No No7.50 2.0089.93 114 21.26 55.56 2.41 0.52 1.62 33.24 56.75 4.000 No No7.55 2.0089.99 115 20.54 57.80 2.43 0.53 1.62 30.80 56.74 4.000 No No7.64 2.0087.54 116 19.93 59.53 2.46 0.53 1.62 30.26 57.07 4.000 No No7.69 2.0087.34 117 19.87 60.38 2.47 0.53 1.61 30.18 57.28 4.000 No No7.75 2.0087.46 118 20.00 61.77 2.48 0.53 1.60 30.09 57.60 4.000 No No7.83 2.0087.70 119 20.12 63.99 2.51 0.52 1.59 30.35 58.21 4.000 No No7.89 2.0088.56 120 19.92 66.48 2.54 0.52 1.58 30.18 58.70 4.000 No No7.97 2.0088.89 121 19.26 69.12 2.58 0.53 1.58 28.82 58.84 4.000 No No8.03 2.0087.66 122 18.18 72.32 2.62 0.53 1.58 27.16 0.00 4.000 No Yes8.10 2.0027.16 123 16.86 76.65 2.67 0.53 1.58 25.27 0.00 4.000 No Yes8.15 2.0025.27 124 15.55 81.64 2.73 0.54 1.58 22.91 0.00 4.000 No Yes8.23 2.0022.91 125 14.66 85.50 2.78 0.55 1.58 21.27 0.00 4.000 No Yes8.29 2.0021.27 126 14.43 86.73 2.80 0.54 1.57 21.21 0.00 4.000 No Yes8.33 2.0021.21 127 14.33 86.70 2.80 0.54 1.56 21.68 0.00 4.000 No Yes8.40 2.0021.68 128 13.41 88.77 2.82 0.55 1.56 20.61 0.00 4.000 No Yes8.47 2.0020.61 129 12.19 92.21 2.87 0.56 1.56 17.03 0.00 4.000 No Yes8.56 2.0017.03 130 10.85 97.80 2.94 0.56 1.56 16.28 0.00 4.000 No Yes8.61 2.0016.28 131 10.22 100.00 2.98 0.56 1.56 14.66 0.00 4.000 No Yes8.70 2.0014.66 132 9.53 100.00 3.03 0.57 1.56 14.20 0.00 4.000 No Yes8.75 2.0014.20 133 9.20 100.00 3.05 0.57 1.55 13.14 0.00 4.000 No Yes8.84 2.0013.14 134 8.97 100.00 3.07 0.57 1.55 13.11 0.00 4.000 No Yes8.89 2.0013.11 135 8.97 100.00 3.06 0.57 1.54 13.07 0.00 4.000 No Yes8.93 2.0013.07 136 8.94 100.00 3.03 0.57 1.54 13.02 0.00 4.000 No Yes8.99 2.0013.02 137 8.97 100.00 2.99 0.57 1.53 12.82 0.00 4.000 No Yes9.07 2.0012.82 138 9.04 98.98 2.95 0.57 1.52 13.05 0.00 4.000 No Yes9.14 2.0013.05 139 9.21 98.23 2.94 0.57 1.52 13.14 0.00 4.000 No Yes9.21 2.0013.14 140 9.31 99.86 2.96 0.57 1.51 13.38 0.00 4.000 No Yes9.25 2.0013.38 141 9.31 100.00 2.98 0.57 1.50 13.30 0.00 4.000 No Yes9.35 2.0013.30 142 9.18 100.00 3.02 0.57 1.50 12.99 0.00 4.000 No Yes9.39 2.0012.99 143 9.08 100.00 3.04 0.57 1.50 12.68 0.00 4.000 No Yes9.45 2.0012.68 144 9.04 100.00 3.06 0.57 1.49 12.75 0.00 4.000 No Yes9.54 2.0012.75 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 42 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 145 9.08 100.00 3.04 0.57 1.48 12.72 0.00 4.000 No Yes9.58 2.0012.72 146 9.08 100.00 3.02 0.57 1.47 12.62 0.00 4.000 No Yes9.71 2.0012.62 147 9.01 100.00 2.96 0.57 1.47 12.61 0.00 4.000 No Yes9.72 2.0012.61 148 9.04 96.32 2.92 0.57 1.47 12.29 0.00 4.000 No Yes9.81 2.0012.29 149 9.24 92.47 2.87 0.57 1.46 12.64 0.00 4.000 No Yes9.91 2.0012.64 150 10.10 90.51 2.84 0.57 1.45 13.27 0.00 4.000 No Yes9.94 2.0013.27 151 11.05 87.89 2.81 0.56 1.44 15.59 0.00 4.000 No Yes10.00 2.0015.59 152 12.36 85.50 2.78 0.56 1.44 16.34 0.00 4.000 No Yes10.04 2.0016.34 153 13.11 85.19 2.78 0.56 1.42 18.27 0.00 4.000 No Yes10.16 2.0018.27 154 13.64 86.37 2.79 0.55 1.42 18.37 0.00 4.000 No Yes10.18 2.0018.37 155 13.57 88.42 2.82 0.56 1.41 18.16 0.00 4.000 No Yes10.27 2.0018.16 156 13.87 88.98 2.82 0.56 1.41 17.86 0.00 4.000 No Yes10.32 2.0017.86 157 16.47 80.84 2.72 0.55 1.40 19.31 0.00 4.000 No Yes10.41 2.0019.31 158 20.58 70.17 2.59 0.53 1.37 27.77 58.74 4.000 No No10.50 2.0086.50 159 28.20 55.68 2.41 0.52 1.36 33.19 56.77 4.000 No No10.53 2.0089.96 160 35.99 44.68 2.27 0.49 1.34 47.27 56.05 4.000 No No10.59 2.00103.32 161 49.50 30.04 2.09 0.49 1.33 56.37 46.74 4.000 No No10.64 2.00103.12 162 65.17 16.98 1.92 0.48 1.32 82.46 27.11 4.000 No No10.73 2.00109.58 163 79.53 7.46 1.81 0.48 1.31 104.85 2.22 4.000 No No10.86 2.00107.07 164 87.55 2.69 1.75 0.48 1.31 108.72 0.00 4.000 No No10.88 2.00108.72 165 89.95 1.56 1.73 0.47 1.30 111.24 0.00 4.000 No No10.91 2.00111.24 166 92.02 0.80 1.72 0.47 1.30 112.54 0.00 4.000 No No10.96 2.00112.54 167 93.00 0.61 1.72 0.47 1.29 114.69 0.00 4.000 No No11.06 2.00114.69 168 90.38 1.76 1.73 0.47 1.29 113.67 0.00 4.000 No No11.09 2.00113.67 169 85.64 3.85 1.76 0.49 1.30 102.77 0.01 4.000 No No11.21 2.00102.78 170 78.18 7.17 1.80 0.50 1.30 98.15 1.76 4.000 No No11.24 2.0099.91 171 70.59 11.15 1.85 0.50 1.30 87.06 10.50 4.000 No No11.32 2.0097.56 172 62.70 16.01 1.91 0.50 1.29 74.67 23.70 4.000 No No11.38 2.0098.37 173 54.75 22.04 1.99 0.49 1.28 68.11 36.86 4.000 No No11.43 2.00104.97 174 47.23 28.86 2.07 0.49 1.28 56.98 45.47 4.000 No No11.49 2.00102.45 175 38.72 38.11 2.19 0.50 1.28 46.66 51.90 4.000 No No11.56 2.0098.56 176 29.94 50.05 2.34 0.51 1.29 37.34 55.92 4.000 No No11.62 2.0093.26 177 23.11 62.18 2.49 0.54 1.30 25.44 56.39 4.000 No No11.71 2.0081.83 178 16.96 74.99 2.65 0.55 1.30 22.07 0.00 4.000 No Yes11.75 2.0022.07 179 13.81 82.78 2.75 0.57 1.31 15.09 0.00 4.000 No Yes11.88 2.0015.09 180 10.62 92.65 2.87 0.57 1.31 13.88 0.00 4.000 No Yes11.91 2.0013.88 181 9.18 99.01 2.95 0.58 1.31 10.35 0.00 4.000 No Yes12.02 2.0010.35 182 7.86 100.00 3.04 0.58 1.30 9.73 0.00 4.000 No Yes12.07 2.009.73 183 7.27 100.00 3.08 0.59 1.30 9.00 0.00 4.000 No Yes12.12 2.009.00 184 6.52 100.00 3.14 0.59 1.30 8.14 0.00 4.000 No Yes12.16 2.008.14 185 5.96 100.00 3.18 0.59 1.30 6.91 0.00 4.000 No Yes12.25 2.006.91 186 5.63 100.00 3.20 0.59 1.30 6.89 0.00 4.000 No Yes12.30 2.006.89 187 5.63 100.00 3.17 0.59 1.30 6.88 0.00 4.000 No Yes12.34 2.006.88 188 5.66 100.00 3.15 0.59 1.29 6.85 0.00 4.000 No Yes12.44 2.006.85 189 5.93 100.00 3.10 0.59 1.29 6.96 0.00 4.000 No Yes12.48 2.006.96 190 6.26 100.00 3.06 0.59 1.28 7.74 0.00 4.000 No Yes12.62 2.007.74 191 6.62 100.00 3.01 0.59 1.28 7.98 0.00 4.000 No Yes12.63 2.007.98 192 7.05 100.00 2.99 0.59 1.27 8.19 0.00 4.000 No Yes12.67 2.008.19 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 43 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 193 7.57 100.00 2.98 0.59 1.26 9.19 0.00 4.000 No Yes12.81 2.009.19 194 8.53 98.35 2.94 0.58 1.26 9.76 0.00 4.000 No Yes12.84 2.009.76 195 9.48 95.43 2.91 0.58 1.26 11.47 0.00 4.000 No Yes12.90 2.0011.47 196 11.45 89.42 2.83 0.58 1.25 12.49 0.00 4.000 No Yes12.95 2.0012.49 197 12.97 86.67 2.80 0.56 1.24 16.54 0.00 4.000 No Yes13.03 2.0016.54 198 14.67 84.25 2.77 0.56 1.24 16.62 0.00 4.000 No Yes13.08 2.0016.62 199 15.79 84.51 2.77 0.56 1.23 18.26 0.00 4.000 No Yes13.13 2.0018.26 200 17.93 83.13 2.75 0.55 1.23 20.21 0.00 4.000 No Yes13.22 2.0020.21 201 19.77 82.26 2.74 0.54 1.22 23.67 0.00 4.000 No Yes13.31 2.0023.67 202 21.32 81.69 2.73 0.54 1.21 24.31 0.00 4.000 No Yes13.34 2.0024.31 203 22.01 82.22 2.74 0.53 1.21 25.22 0.00 4.000 No Yes13.40 2.0025.22 204 22.73 82.85 2.75 0.53 1.20 25.81 0.00 4.000 No Yes13.46 2.0025.81 205 23.19 83.53 2.76 0.53 1.20 26.49 0.00 4.000 No Yes13.54 2.0026.49 206 23.36 84.72 2.77 0.53 1.20 26.55 0.00 4.000 No Yes13.59 2.0026.55 207 23.16 86.22 2.79 0.53 1.19 26.12 0.00 4.000 No Yes13.68 2.0026.12 208 22.77 88.13 2.81 0.53 1.19 25.65 0.00 4.000 No Yes13.71 2.0025.65 209 22.41 89.68 2.83 0.53 1.18 24.95 0.00 4.000 No Yes13.87 2.0024.95 210 22.18 89.51 2.83 0.53 1.18 24.68 0.00 4.000 No Yes13.92 2.0024.68 211 22.05 87.76 2.81 0.53 1.18 24.65 0.00 4.000 No Yes13.96 2.0024.65 212 21.88 84.92 2.77 0.53 1.18 24.40 0.00 4.000 No Yes14.00 2.0024.40 213 21.29 85.05 2.78 0.54 1.18 24.03 0.00 4.000 No Yes14.05 2.0024.03 214 20.60 86.92 2.80 0.54 1.17 22.55 0.00 4.000 No Yes14.14 2.0022.55 215 18.40 93.96 2.89 0.54 1.17 21.97 0.00 4.000 No Yes14.19 2.0021.97 216 14.85 100.00 3.03 0.56 1.17 16.62 0.00 4.000 No Yes14.29 2.0016.62 217 13.86 100.00 3.08 0.58 1.18 10.77 0.00 4.000 No Yes14.31 2.0010.77 218 14.36 100.00 3.06 0.55 1.17 18.59 0.00 4.000 No Yes14.39 2.0018.59 219 16.49 100.00 2.97 0.55 1.16 18.10 0.00 4.000 No Yes14.47 2.0018.10 220 16.03 100.00 2.97 0.55 1.16 17.65 0.00 4.000 No Yes14.52 2.0017.65 221 15.71 99.83 2.96 0.56 1.16 16.95 0.00 4.000 No Yes14.61 2.0016.95 222 15.61 98.81 2.95 0.56 1.16 16.92 0.00 4.000 No Yes14.65 2.0016.92 223 15.97 97.21 2.93 0.56 1.15 17.20 0.00 4.000 No Yes14.70 2.0017.20 224 16.50 95.48 2.91 0.55 1.15 17.99 0.00 4.000 No Yes14.79 2.0017.99 225 17.39 94.00 2.89 0.55 1.15 18.49 0.00 4.000 No Yes14.84 2.0018.49 226 18.08 93.97 2.89 0.55 1.14 19.89 0.00 4.000 No Yes14.93 2.0019.89 227 18.54 95.25 2.90 0.55 1.14 20.06 0.00 4.000 No Yes14.97 2.0020.06 228 18.67 96.68 2.92 0.55 1.14 19.79 0.00 4.000 No Yes15.07 2.0019.79 229 19.10 97.00 2.93 0.55 1.13 20.17 0.00 4.000 No Yes15.11 2.0020.17 230 19.69 96.13 2.91 0.54 1.13 21.26 0.00 4.000 No Yes15.16 2.0021.26 231 20.05 95.43 2.91 0.54 1.13 21.52 0.00 4.000 No Yes15.23 2.0021.52 232 19.89 95.57 2.91 0.54 1.12 21.15 0.00 4.000 No Yes15.30 2.0021.15 233 19.59 96.15 2.91 0.54 1.12 20.54 0.00 4.000 No Yes15.43 2.0020.54 234 19.33 96.56 2.92 0.55 1.12 20.40 0.00 4.000 No Yes15.47 2.0020.40 235 19.27 96.78 2.92 0.55 1.12 20.16 0.00 4.000 No Yes15.53 2.0020.16 236 19.33 96.84 2.92 0.55 1.11 20.23 0.00 4.000 No Yes15.57 2.0020.23 237 19.59 96.99 2.92 0.54 1.11 20.50 0.00 4.000 No Yes15.62 2.0020.50 238 20.19 97.06 2.93 0.54 1.11 20.85 0.00 4.000 No Yes15.69 2.0020.85 239 20.58 97.65 2.93 0.54 1.10 21.92 0.00 4.000 No Yes15.76 2.0021.92 240 20.84 98.08 2.94 0.54 1.10 21.56 0.00 4.000 No Yes15.82 2.0021.56 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 44 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 241 20.71 98.45 2.94 0.54 1.10 21.50 0.00 4.000 No Yes15.90 2.0021.50 242 20.35 99.09 2.95 0.54 1.10 21.36 0.00 4.000 No Yes15.95 2.0021.36 243 19.92 100.00 2.96 0.54 1.09 20.29 0.00 4.000 No Yes16.04 2.0020.29 244 19.53 100.00 2.98 0.55 1.09 20.05 0.00 4.000 No Yes16.09 2.0020.05 245 19.50 100.00 2.98 0.55 1.09 19.99 0.00 4.000 No Yes16.18 2.0019.99 246 19.66 100.00 2.97 0.55 1.09 20.06 0.00 4.000 No Yes16.22 2.0020.06 247 19.86 100.00 2.96 0.54 1.08 20.41 0.00 4.000 No Yes16.29 2.0020.41 248 20.02 99.82 2.96 0.54 1.08 20.46 0.00 4.000 No Yes16.36 2.0020.46 249 19.99 100.00 2.96 0.54 1.08 20.41 0.00 4.000 No Yes16.42 2.0020.41 250 19.93 100.00 2.97 0.55 1.08 20.17 0.00 4.000 No Yes16.50 2.0020.17 251 19.47 100.00 2.98 0.55 1.08 20.14 0.00 4.000 No Yes16.54 2.0020.14 252 19.01 100.00 2.99 0.55 1.07 18.86 0.00 4.000 No Yes16.66 2.0018.86 253 18.38 100.00 3.01 0.55 1.07 18.65 0.00 4.000 No Yes16.68 2.0018.65 254 17.95 100.00 3.02 0.55 1.07 18.11 0.00 4.000 No Yes16.76 2.0018.11 255 17.56 100.00 3.03 0.55 1.06 17.45 0.00 4.000 No Yes16.87 2.0017.45 256 17.20 100.00 3.05 0.56 1.06 17.34 0.00 4.000 No Yes16.89 2.0017.34 257 16.90 100.00 3.07 0.56 1.06 16.91 0.00 4.000 No Yes16.96 2.0016.91 258 16.24 100.00 3.09 0.56 1.06 16.48 0.00 4.000 No Yes17.01 2.0016.48 259 15.65 100.00 3.11 0.56 1.05 15.21 0.00 4.000 No Yes17.19 2.0015.21 260 15.16 100.00 3.12 0.56 1.05 14.99 0.00 4.000 No Yes17.23 2.0014.99 261 14.93 100.00 3.11 0.56 1.05 14.88 0.00 4.000 No Yes17.25 2.0014.88 262 14.73 100.00 3.08 0.57 1.05 14.46 0.00 4.000 No Yes17.33 2.0014.46 263 14.53 100.00 3.04 0.57 1.05 14.34 0.00 4.000 No Yes17.37 2.0014.34 264 14.40 100.00 3.03 0.57 1.04 14.20 0.00 4.000 No Yes17.46 2.0014.20 265 14.31 100.00 3.04 0.57 1.04 13.97 0.00 4.000 No Yes17.56 2.0013.97 266 14.18 100.00 3.05 0.57 1.04 13.95 0.00 4.000 No Yes17.60 2.0013.95 267 14.11 100.00 3.05 0.57 1.04 13.73 0.00 4.000 No Yes17.65 2.0013.73 268 14.05 100.00 3.06 0.57 1.03 13.69 0.00 4.000 No Yes17.74 2.0013.69 269 14.08 100.00 3.06 0.57 1.03 13.66 0.00 4.000 No Yes17.80 2.0013.66 270 14.15 100.00 3.05 0.57 1.03 13.72 0.00 4.000 No Yes17.89 2.0013.72 271 14.28 100.00 3.05 0.57 1.03 13.80 0.00 4.000 No Yes17.94 2.0013.80 272 14.57 100.00 3.03 0.57 1.03 13.96 0.00 4.000 No Yes17.98 2.0013.96 273 14.90 100.00 3.03 0.57 1.02 14.49 0.00 4.000 No Yes18.06 2.0014.49 274 15.29 100.00 3.02 0.56 1.02 14.66 0.00 4.000 No Yes18.12 2.0014.66 275 15.59 100.00 3.03 0.56 1.02 15.00 0.00 4.000 No Yes18.21 2.0015.00 276 15.89 100.00 3.03 0.56 1.02 15.26 0.00 4.000 No Yes18.25 2.0015.26 277 16.12 100.00 3.03 0.56 1.02 15.42 0.00 4.000 No Yes18.31 2.0015.42 278 16.38 100.00 3.04 0.56 1.01 15.58 0.00 4.000 No Yes18.39 2.0015.58 279 16.58 100.00 3.05 0.56 1.01 15.90 0.00 4.000 No Yes18.49 2.0015.90 280 16.71 100.00 3.06 0.56 1.01 15.89 0.00 4.000 No Yes18.52 2.0015.89 281 16.71 100.00 3.06 0.56 1.01 15.83 0.00 4.000 No Yes18.63 2.0015.83 282 16.71 100.00 3.06 0.56 1.00 15.82 0.00 4.000 No Yes18.66 2.0015.82 283 16.61 100.00 3.07 0.56 1.00 15.79 0.00 4.000 No Yes18.72 2.0015.79 284 16.45 100.00 3.07 0.56 1.00 15.47 0.00 4.000 No Yes18.81 2.0015.47 285 16.22 100.00 3.08 0.56 1.00 15.26 0.00 4.000 No Yes18.86 2.0015.26 286 16.12 100.00 3.08 0.56 1.00 15.04 0.00 4.000 No Yes18.91 2.0015.04 287 16.09 100.00 3.08 0.56 0.99 15.08 0.00 4.000 No Yes19.03 2.0015.08 288 16.38 100.00 3.07 0.56 0.99 15.07 0.00 4.000 No Yes19.05 2.0015.07 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 45 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 289 16.81 100.00 3.05 0.56 0.99 15.77 0.00 4.000 No Yes19.15 2.0015.77 290 17.66 100.00 3.02 0.56 0.99 16.21 0.00 4.000 No Yes19.18 2.0016.21 291 17.86 100.00 3.01 0.55 0.99 17.36 0.00 4.000 No Yes19.27 2.0017.36 292 17.86 100.00 3.01 0.56 0.98 16.23 0.00 4.000 No Yes19.32 2.0016.23 293 17.20 100.00 3.04 0.56 0.98 16.12 0.00 4.000 No Yes19.36 2.0016.12 294 16.94 100.00 3.05 0.56 0.98 15.43 0.00 4.000 No Yes19.46 2.0015.43 295 16.71 100.00 3.06 0.56 0.98 15.41 0.00 4.000 No Yes19.50 2.0015.41 296 16.84 100.00 3.05 0.56 0.98 15.37 0.00 4.000 No Yes19.59 2.0015.37 297 17.04 100.00 3.04 0.56 0.97 15.72 0.00 4.000 No Yes19.64 2.0015.72 298 17.43 100.00 3.02 0.56 0.97 15.87 0.00 4.000 No Yes19.69 2.0015.87 299 17.56 100.00 3.02 0.56 0.97 16.37 0.00 4.000 No Yes19.78 2.0016.37 300 17.37 100.00 3.02 0.56 0.97 15.99 0.00 4.000 No Yes19.82 2.0015.99 301 16.94 100.00 3.05 0.56 0.96 15.19 0.00 4.000 No Yes20.00 2.0015.19 302 16.32 100.00 3.08 0.56 0.96 15.08 0.00 4.000 No Yes20.03 2.0015.08 303 16.24 100.00 3.08 0.57 0.96 14.18 0.00 4.000 No Yes20.06 2.0014.18 304 16.14 100.00 3.09 0.56 0.96 14.92 0.00 4.000 No Yes20.09 2.0014.92 305 16.24 100.00 3.09 0.56 0.96 14.75 0.00 4.000 No Yes20.18 2.0014.75 306 16.06 100.00 3.11 0.57 0.96 14.37 0.00 4.000 No Yes20.23 2.0014.37 307 15.76 100.00 3.11 0.57 0.96 14.35 0.00 4.000 No Yes20.28 2.0014.35 308 15.86 100.00 3.10 0.57 0.95 13.87 0.00 4.000 No Yes20.37 2.0013.87 309 15.60 100.00 3.09 0.57 0.95 14.56 0.00 4.000 No Yes20.42 2.0014.56 310 15.50 100.00 3.09 0.57 0.95 13.54 0.00 4.000 No Yes20.51 2.0013.54 311 15.14 100.00 3.09 0.57 0.95 13.52 0.00 4.000 No Yes20.56 2.0013.52 312 14.78 100.00 3.10 0.57 0.95 13.49 0.00 4.000 No Yes20.65 2.0013.49 313 14.25 100.00 3.11 0.57 0.94 12.50 0.00 4.000 No Yes20.69 2.0012.50 314 13.43 100.00 3.15 0.57 0.94 12.05 0.00 4.000 No Yes20.74 2.0012.05 315 12.94 100.00 3.17 0.58 0.94 11.22 0.00 4.000 No Yes20.83 2.0011.22 316 12.51 100.00 3.20 0.58 0.94 11.12 0.00 4.000 No Yes20.88 2.0011.12 317 12.35 100.00 3.21 0.58 0.94 10.82 0.00 4.000 No Yes20.97 2.0010.82 318 12.22 100.00 3.22 0.58 0.94 10.73 0.00 4.000 No Yes21.01 2.0010.73 319 12.19 100.00 3.23 0.58 0.93 10.71 0.00 4.000 No Yes21.07 2.0010.71 320 12.19 100.00 3.24 0.58 0.93 10.69 0.00 4.000 No Yes21.16 2.0010.69 321 12.15 100.00 3.25 0.58 0.93 10.66 0.00 4.000 No Yes21.25 2.0010.66 322 12.02 100.00 3.26 0.58 0.93 10.56 0.00 4.000 No Yes21.29 2.0010.56 323 11.62 100.00 3.28 0.58 0.93 10.28 0.00 4.000 No Yes21.34 2.0010.28 324 11.20 100.00 3.31 0.58 0.92 9.56 0.00 4.000 No Yes21.44 2.009.56 325 10.74 100.00 3.33 0.58 0.92 9.38 0.00 4.000 No Yes21.48 2.009.38 326 10.28 100.00 3.35 0.59 0.92 9.02 0.00 4.000 No Yes21.52 2.009.02 327 9.85 100.00 3.37 0.59 0.92 8.30 0.00 4.000 No Yes21.62 2.008.30 328 9.49 100.00 3.38 0.59 0.92 8.21 0.00 4.000 No Yes21.66 2.008.21 329 9.33 100.00 3.38 0.59 0.92 8.02 0.00 4.000 No Yes21.76 2.008.02 330 9.13 100.00 3.38 0.59 0.91 7.84 0.00 4.000 No Yes21.80 2.007.84 331 9.06 100.00 3.37 0.59 0.91 7.64 0.00 4.000 No Yes21.94 2.007.64 332 9.03 100.00 3.36 0.59 0.91 7.80 0.00 4.000 No Yes21.99 2.007.80 333 9.10 100.00 3.35 0.59 0.91 7.70 0.00 4.000 No Yes22.03 2.007.70 334 9.10 100.00 3.35 0.59 0.91 7.78 0.00 4.000 No Yes22.08 2.007.78 335 9.33 100.00 3.33 0.59 0.91 7.77 0.00 4.000 No Yes22.12 2.007.77 336 9.56 100.00 3.31 0.59 0.90 8.25 0.00 4.000 No Yes22.26 2.008.25 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 46 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 337 9.85 100.00 3.30 0.59 0.90 8.33 0.00 4.000 No Yes22.30 2.008.33 338 10.08 100.00 3.30 0.59 0.90 8.50 0.00 4.000 No Yes22.31 2.008.50 339 10.21 100.00 3.31 0.59 0.90 8.81 0.00 4.000 No Yes22.40 2.008.81 340 10.61 100.00 3.31 0.59 0.90 8.63 0.00 4.000 No Yes22.45 2.008.63 341 10.97 100.00 3.32 0.58 0.90 9.45 0.00 4.000 No Yes22.55 2.009.45 342 11.43 100.00 3.30 0.58 0.90 9.69 0.00 4.000 No Yes22.60 2.009.69 343 11.56 100.00 3.30 0.58 0.90 9.76 0.00 4.000 No Yes22.65 2.009.76 344 11.59 100.00 3.30 0.58 0.89 9.72 0.00 4.000 No Yes22.78 2.009.72 345 11.59 100.00 3.30 0.58 0.89 9.72 0.00 4.000 No Yes22.80 2.009.72 346 11.66 100.00 3.31 0.58 0.89 9.70 0.00 4.000 No Yes22.88 2.009.70 347 11.86 100.00 3.30 0.58 0.89 9.86 0.00 4.000 No Yes22.90 2.009.86 348 12.19 100.00 3.29 0.58 0.89 10.18 0.00 4.000 No Yes22.98 2.0010.18 349 12.88 100.00 3.27 0.58 0.89 10.50 0.00 4.000 No Yes23.04 2.0010.50 350 13.53 100.00 3.25 0.58 0.89 11.55 0.00 4.000 No Yes23.14 2.0011.55 351 14.45 100.00 3.22 0.58 0.88 11.79 0.00 4.000 No Yes23.18 2.0011.79 352 15.11 100.00 3.21 0.57 0.88 12.76 0.00 4.000 No Yes23.27 2.0012.76 353 16.23 100.00 3.19 0.57 0.88 13.16 0.00 4.000 No Yes23.30 2.0013.16 354 17.08 100.00 3.18 0.57 0.88 14.53 0.00 4.000 No Yes23.43 2.0014.53 355 17.94 100.00 3.16 0.56 0.88 14.84 0.00 4.000 No Yes23.48 2.0014.84 356 18.50 100.00 3.15 0.56 0.88 15.26 0.00 4.000 No Yes23.50 2.0015.26 357 19.39 100.00 3.12 0.56 0.88 15.89 0.00 4.000 No Yes23.57 2.0015.89 358 20.73 100.00 3.08 0.56 0.88 17.03 0.00 4.000 No Yes23.64 2.0017.03 359 22.47 100.00 3.04 0.55 0.88 18.57 0.00 4.000 No Yes23.71 2.0018.57 360 24.47 100.00 2.99 0.55 0.88 20.20 0.00 4.000 No Yes23.76 2.0020.20 361 25.95 99.14 2.95 0.54 0.88 21.98 0.00 4.000 No Yes23.87 2.0021.98 362 27.21 96.67 2.92 0.54 0.88 22.20 0.00 4.000 No Yes23.90 2.0022.20 363 28.40 93.80 2.89 0.54 0.88 23.33 0.00 4.000 No Yes23.98 2.0023.33 364 29.91 90.52 2.84 0.53 0.87 24.92 0.00 4.000 No Yes24.09 2.0024.92 365 31.11 87.89 2.81 0.53 0.87 25.97 0.00 4.000 No Yes24.13 2.0025.97 366 31.83 86.72 2.80 0.53 0.87 26.27 0.00 4.000 No Yes24.17 2.0026.27 367 32.26 85.91 2.79 0.53 0.87 26.66 0.00 4.000 No Yes24.22 2.0026.66 368 32.18 86.02 2.79 0.53 0.87 26.93 0.00 4.000 No Yes24.32 2.0026.93 369 30.41 88.75 2.82 0.53 0.87 25.92 0.00 4.000 No Yes24.36 2.0025.92 370 27.40 94.03 2.89 0.54 0.86 22.08 0.00 4.000 No Yes24.45 2.0022.08 371 24.21 100.00 2.97 0.55 0.86 19.27 0.00 4.000 No Yes24.50 2.0019.27 372 21.84 100.00 3.04 0.55 0.86 17.86 0.00 4.000 No Yes24.54 2.0017.86 373 20.59 100.00 3.08 0.56 0.86 16.12 0.00 4.000 No Yes24.62 2.0016.12 374 19.91 100.00 3.09 0.56 0.86 16.10 0.00 4.000 No Yes24.68 2.0016.10 375 19.91 100.00 3.07 0.56 0.85 16.06 0.00 4.000 No Yes24.77 2.0016.06 376 20.11 100.00 3.06 0.56 0.85 16.04 0.00 4.000 No Yes24.82 2.0016.04 377 19.95 100.00 3.09 0.56 0.85 16.48 0.00 4.000 No Yes24.95 2.0016.48 378 20.87 100.00 3.08 0.56 0.85 15.57 0.00 4.000 No Yes25.00 2.0015.57 379 21.26 100.00 3.09 0.55 0.85 18.19 0.00 4.000 No Yes25.11 2.0018.19 380 21.56 100.00 3.08 0.55 0.85 17.37 0.00 4.000 No Yes25.15 2.0017.37 381 20.51 100.00 3.12 0.56 0.84 16.21 0.00 4.000 No Yes25.25 2.0016.21 382 19.79 100.00 3.14 0.56 0.84 15.55 0.00 4.000 No Yes25.29 2.0015.55 383 19.89 100.00 3.14 0.56 0.84 15.53 0.00 4.000 No Yes25.33 2.0015.53 384 20.38 100.00 3.12 0.56 0.84 16.37 0.00 4.000 No Yes25.43 2.0016.37 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 47 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 385 21.47 100.00 3.09 0.56 0.84 16.68 0.00 4.000 No Yes25.47 2.0016.68 386 22.09 100.00 3.07 0.55 0.84 18.05 0.00 4.000 No Yes25.61 2.0018.05 387 22.36 100.00 3.05 0.55 0.84 17.80 0.00 4.000 No Yes25.66 2.0017.80 388 22.06 100.00 3.07 0.56 0.84 17.21 0.00 4.000 No Yes25.74 2.0017.21 389 22.46 100.00 3.06 0.56 0.83 17.27 0.00 4.000 No Yes25.80 2.0017.27 390 23.41 100.00 3.05 0.55 0.83 18.66 0.00 4.000 No Yes25.89 2.0018.66 391 25.52 100.00 2.99 0.55 0.83 19.43 0.00 4.000 No Yes25.93 2.0019.43 392 27.42 98.27 2.94 0.54 0.84 22.26 0.00 4.000 No Yes26.02 2.0022.26 393 29.42 93.97 2.89 0.54 0.83 23.18 0.00 4.000 No Yes26.07 2.0023.18 394 30.67 91.36 2.85 0.53 0.83 24.18 0.00 4.000 No Yes26.13 2.0024.18 395 31.69 89.50 2.83 0.53 0.83 25.17 0.00 4.000 No Yes26.21 2.0025.17 396 32.51 88.14 2.81 0.53 0.83 25.54 0.00 4.000 No Yes26.26 2.0025.54 397 32.84 87.75 2.81 0.53 0.83 26.05 0.00 4.000 No Yes26.34 2.0026.05 398 32.94 87.47 2.81 0.53 0.83 25.86 0.00 4.000 No Yes26.39 2.0025.86 399 32.58 87.75 2.81 0.53 0.83 25.65 0.00 4.000 No Yes26.49 2.0025.65 400 31.95 88.55 2.82 0.53 0.83 25.07 0.00 4.000 No Yes26.53 2.0025.07 401 30.08 92.64 2.87 0.53 0.83 24.26 0.00 4.000 No Yes26.58 2.0024.26 402 28.17 97.49 2.93 0.54 0.82 21.05 0.00 4.000 No Yes26.71 2.0021.05 403 26.56 100.00 3.00 0.54 0.82 20.41 0.00 4.000 No Yes26.74 2.0020.41 404 27.35 100.00 3.02 0.54 0.82 20.28 0.00 4.000 No Yes26.85 2.0020.28 405 31.73 99.31 2.95 0.54 0.82 22.85 0.00 4.000 No Yes26.91 2.0022.85 406 35.97 94.34 2.89 0.51 0.83 30.74 0.00 1.150 No Yes27.04 2.0030.74 407 37.74 91.76 2.86 0.51 0.82 30.31 0.00 1.206 No Yes27.09 2.0030.31 408 35.74 93.39 2.88 0.52 0.82 26.96 0.00 1.138 No Yes27.13 2.0026.96 409 36.23 92.75 2.87 0.53 0.82 25.83 0.00 1.152 No Yes27.18 2.0025.83 410 40.30 88.75 2.82 0.51 0.82 31.37 0.00 1.282 No Yes27.27 2.0031.37 411 47.30 83.23 2.75 0.50 0.83 36.66 0.00 1.511 No Yes27.31 2.0036.66 412 52.00 80.16 2.71 0.48 0.83 42.61 0.00 1.659 No Yes27.41 2.0042.61 413 57.74 76.49 2.67 0.48 0.83 42.64 0.00 1.845 No Yes27.45 2.0042.64 414 63.82 72.40 2.62 0.46 0.83 50.59 0.00 2.039 No Yes27.52 2.0050.59 415 73.57 66.38 2.54 0.45 0.84 57.47 66.54 0.181 No No27.56 0.46124.00 416 85.22 59.65 2.46 0.43 0.84 66.65 67.29 0.211 No No27.66 0.53133.94 417 100.62 51.16 2.35 0.41 0.85 79.61 67.63 0.272 No No27.70 0.68147.25 418 120.11 41.13 2.23 0.38 0.86 96.14 65.99 0.395 No No27.79 0.96162.13 419 145.01 29.79 2.08 0.37 0.86 115.83 58.46 0.585 No No27.84 1.39174.28 420 167.00 20.93 1.97 0.35 0.87 142.62 45.33 1.023 No No27.93 2.00187.95 421 184.16 14.34 1.89 0.36 0.86 150.26 24.84 0.602 No No27.98 1.42175.10 422 197.67 9.15 1.83 0.38 0.85 156.17 6.65 0.403 No No28.03 0.97162.81 423 214.53 3.76 1.76 0.37 0.86 173.94 0.01 0.578 No No28.11 1.36173.95 424 231.62 0.00 1.70 0.34 0.87 192.76 0.00 1.288 No No28.21 2.00192.76 425 254.53 0.00 1.65 0.33 0.87 201.46 0.00 2.056 No No28.25 2.00201.46 426 275.66 0.00 1.63 0.28 0.89 236.94 0.00 4.000 No No28.39 2.00236.94 427 296.07 0.00 1.61 0.27 0.89 251.68 0.00 4.000 No No28.44 2.00251.68 428 311.09 0.00 1.59 0.26 0.89 258.08 0.00 4.000 No No28.48 2.00258.08 429 322.00 0.00 1.58 0.26 0.89 276.42 0.00 4.000 No No28.58 2.00276.42 430 339.09 0.00 1.56 0.26 0.89 279.04 0.00 4.000 No No28.62 2.00279.04 431 350.43 0.00 1.55 0.26 0.89 300.56 0.00 4.000 No No28.71 2.00300.56 432 361.73 0.00 1.53 0.26 0.89 304.51 0.00 4.000 No No28.75 2.00304.51 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 48 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 433 370.02 0.00 1.52 0.26 0.89 306.93 0.00 4.000 No No28.82 2.00306.93 434 378.76 0.00 1.50 0.26 0.89 320.82 0.00 4.000 No No28.90 2.00320.82 435 390.88 0.00 1.48 0.26 0.89 325.87 0.00 4.000 No No28.95 2.00325.87 436 400.61 0.00 1.46 0.26 0.89 336.70 0.00 4.000 No No29.04 2.00336.70 437 409.49 0.00 1.44 0.26 0.89 344.64 0.00 4.000 No No29.08 2.00344.64 438 413.81 0.00 1.38 0.26 0.89 347.47 0.00 4.000 No No29.15 2.00347.47 439 420.35 0.00 1.28 0.26 0.88 346.92 0.00 4.000 No No29.22 2.00346.92 440 420.12 0.00 1.19 0.26 0.88 360.40 0.00 4.000 No No29.27 2.00360.40 441 424.93 0.00 1.17 0.26 0.88 346.23 0.00 4.000 No No29.34 2.00346.23 442 423.68 0.00 1.23 0.26 0.88 358.33 0.00 4.000 No No29.41 2.00358.33 443 423.03 0.00 1.30 0.26 0.88 356.55 0.00 4.000 No No29.47 2.00356.55 444 417.28 0.00 1.36 0.26 0.88 343.87 0.00 4.000 No No29.54 2.00343.87 445 408.97 0.00 1.41 0.26 0.88 343.12 0.00 4.000 No No29.64 2.00343.12 446 404.24 0.00 1.43 0.26 0.88 334.99 0.00 4.000 No No29.69 2.00334.99 447 401.09 0.00 1.42 0.26 0.88 331.40 0.00 4.000 No No29.73 2.00331.40 448 400.32 0.00 1.40 0.26 0.88 334.63 0.00 4.000 No No29.82 2.00334.63 449 401.76 0.00 1.37 0.26 0.88 332.48 0.00 4.000 No No29.86 2.00332.48 450 400.15 0.00 1.36 0.26 0.88 334.25 0.00 4.000 No No29.96 2.00334.25 451 397.44 0.00 1.36 0.26 0.88 330.06 0.00 4.000 No No29.99 2.00330.06 452 360.93 0.00 1.43 0.26 0.88 325.09 0.00 4.000 No No30.05 2.00325.09 453 351.36 0.00 1.46 0.28 0.87 241.12 0.00 4.000 No No30.12 2.00241.12 454 342.36 0.00 1.47 0.26 0.88 305.59 0.00 4.000 No No30.20 2.00305.59 455 366.22 0.00 1.42 0.26 0.88 302.09 0.00 4.000 No No30.25 2.00302.09 456 365.63 0.00 1.41 0.26 0.88 301.57 0.00 4.000 No No30.35 2.00301.57 457 364.51 0.00 1.42 0.26 0.87 303.56 0.00 4.000 No No30.39 2.00303.56 458 362.48 0.00 1.45 0.26 0.87 298.64 0.00 4.000 No No30.49 2.00298.64 459 360.49 0.00 1.47 0.26 0.87 296.00 0.00 4.000 No No30.53 2.00296.00 460 359.70 0.00 1.48 0.26 0.87 298.09 0.00 4.000 No No30.58 2.00298.09 461 360.49 0.00 1.48 0.26 0.87 296.15 0.00 4.000 No No30.67 2.00296.15 462 357.65 0.00 1.47 0.26 0.87 297.40 0.00 4.000 No No30.72 2.00297.40 463 351.18 0.00 1.48 0.26 0.87 290.40 0.00 4.000 No No30.81 2.00290.40 464 343.00 0.00 1.48 0.26 0.87 279.64 0.00 4.000 No No30.86 2.00279.64 465 337.02 0.00 1.50 0.26 0.87 276.66 0.00 4.000 No No30.91 2.00276.66 466 332.88 0.00 1.51 0.26 0.87 275.15 0.00 4.000 No No30.99 2.00275.15 467 327.23 0.00 1.52 0.26 0.87 268.95 0.00 4.000 No No31.04 2.00268.95 468 321.31 0.00 1.54 0.26 0.87 262.14 0.00 4.000 No No31.14 2.00262.14 469 316.38 0.00 1.55 0.26 0.87 260.09 0.00 4.000 No No31.18 2.00260.09 470 313.10 0.00 1.55 0.26 0.87 256.14 0.00 4.000 No No31.31 2.00256.14 471 308.10 0.00 1.57 0.27 0.87 253.25 0.00 4.000 No No31.39 2.00253.25 472 301.43 0.00 1.58 0.27 0.86 245.84 0.00 4.000 No No31.46 2.00245.84 473 286.58 0.00 1.59 0.28 0.86 236.66 0.00 4.000 No No31.50 2.00236.66 474 275.34 0.00 1.60 0.32 0.84 210.38 0.00 3.577 No No31.59 2.00210.38 475 263.90 0.00 1.62 0.31 0.84 213.34 0.00 4.000 No No31.66 2.00213.34 476 260.19 0.00 1.63 0.32 0.83 203.81 0.00 2.360 No No31.72 2.00203.81 477 250.59 0.00 1.66 0.33 0.83 199.57 0.00 1.846 No No31.77 2.00199.57 478 238.04 0.16 1.71 0.35 0.82 186.32 0.00 0.950 No No31.83 2.00186.32 479 226.01 5.33 1.78 0.37 0.81 169.00 0.32 0.493 No No31.94 1.10169.32 480 219.96 9.50 1.83 0.36 0.81 167.65 7.97 0.614 No No31.96 1.35175.62 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 49 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 481 215.72 11.82 1.86 0.35 0.82 171.93 16.49 1.045 No No32.10 2.00188.41 482 207.28 14.57 1.89 0.35 0.82 161.31 26.59 1.020 No No32.14 2.00187.89 483 195.22 18.11 1.94 0.35 0.82 149.10 37.89 0.978 No No32.19 2.00186.98 484 177.67 24.14 2.01 0.33 0.83 144.71 53.54 1.717 No No32.24 2.00198.25 485 164.07 29.70 2.08 0.36 0.81 119.24 59.02 0.679 No No32.34 1.48178.26 486 149.09 36.11 2.16 0.35 0.82 116.87 66.47 0.834 No No32.38 1.79183.34 487 140.45 40.00 2.21 0.36 0.81 107.33 67.82 0.604 No No32.42 1.32175.16 488 130.13 43.83 2.26 0.38 0.80 98.11 68.39 0.450 No No32.51 1.00166.50 489 119.09 46.60 2.29 0.39 0.80 90.87 68.26 0.363 No No32.56 0.82159.12 490 110.32 47.85 2.31 0.41 0.79 79.52 66.00 0.262 No No32.66 0.60145.52 491 102.00 48.54 2.32 0.42 0.78 76.10 65.46 0.242 No No32.70 0.56141.56 492 95.95 48.64 2.32 0.43 0.78 70.12 63.94 0.211 No No32.76 0.49134.06 493 89.64 49.10 2.33 0.44 0.77 64.68 62.73 0.190 No No32.83 0.45127.40 494 83.03 50.28 2.34 0.45 0.76 60.75 62.22 0.178 No No32.89 0.42122.97 495 78.37 51.95 2.36 0.47 0.76 54.30 61.19 0.162 No No32.98 0.38115.49 496 74.42 54.62 2.40 0.47 0.76 53.63 62.02 0.162 No No33.02 0.39115.65 497 72.48 57.03 2.43 0.47 0.75 51.49 62.24 0.159 No No33.09 0.38113.73 498 69.69 59.58 2.46 0.47 0.75 49.81 62.56 0.156 No No33.16 0.37112.37 499 65.74 62.12 2.49 0.48 0.75 47.17 62.52 0.152 No No33.21 0.36109.68 500 64.42 62.42 2.49 0.49 0.74 42.36 61.24 0.142 No No33.30 0.34103.60 501 63.44 61.09 2.48 0.48 0.75 46.64 62.09 0.150 No No33.34 0.36108.73 502 65.15 56.59 2.42 0.49 0.74 44.64 60.21 0.144 No No33.44 0.34104.86 503 65.40 52.37 2.37 0.49 0.74 45.94 59.11 0.144 No No33.48 0.34105.04 504 66.64 47.92 2.31 0.49 0.74 46.75 57.49 0.143 No No33.53 0.34104.24 505 67.23 45.54 2.28 0.49 0.74 47.03 56.43 0.142 No No33.62 0.34103.47 506 63.71 47.32 2.30 0.49 0.74 47.00 57.28 0.143 No No33.67 0.34104.28 507 62.95 48.46 2.32 0.51 0.73 38.72 55.63 0.131 No No33.73 0.3194.35 508 61.96 50.53 2.34 0.49 0.74 45.31 58.22 0.142 No No33.84 0.34103.53 509 64.29 50.20 2.34 0.49 0.73 44.69 57.93 0.141 No No33.87 0.34102.62 510 63.43 52.93 2.37 0.49 0.73 43.91 58.76 0.141 No No33.92 0.34102.67 511 62.58 55.23 2.40 0.49 0.73 43.38 59.42 0.141 No No34.01 0.34102.80 512 61.73 56.74 2.42 0.49 0.73 42.79 59.75 0.141 No No34.06 0.33102.54 513 60.41 58.02 2.44 0.49 0.73 41.95 59.91 0.140 No No34.15 0.33101.85 514 59.10 58.92 2.45 0.50 0.73 40.40 59.74 0.138 No No34.19 0.33100.14 515 58.11 59.27 2.45 0.50 0.73 39.78 59.66 0.137 No No34.26 0.3299.44 516 57.48 59.68 2.46 0.50 0.73 39.66 59.75 0.137 No No34.33 0.3299.41 517 56.53 61.54 2.48 0.50 0.73 38.93 60.04 0.136 No No34.39 0.3298.97 518 55.18 64.68 2.52 0.50 0.72 37.63 60.44 0.135 No No34.47 0.3298.07 519 52.03 69.53 2.58 0.50 0.72 36.72 61.22 0.135 No No34.52 0.3297.94 520 47.89 74.89 2.65 0.51 0.72 32.05 0.00 1.166 No Yes34.61 2.0032.05 521 42.37 80.22 2.72 0.52 0.71 28.67 0.00 1.024 No Yes34.66 2.0028.67 522 37.67 84.70 2.77 0.53 0.71 24.82 0.00 0.903 No Yes34.72 2.0024.82 523 35.34 85.44 2.78 0.54 0.70 22.03 0.00 0.842 No Yes34.79 2.0022.03 524 35.77 84.50 2.77 0.54 0.70 23.64 0.00 0.851 No Yes34.89 2.0023.64 525 38.24 81.82 2.74 0.53 0.70 25.62 0.00 0.912 No Yes34.93 2.0025.62 526 40.57 80.83 2.72 0.53 0.71 27.11 0.00 0.968 No Yes35.01 2.0027.11 527 42.17 80.63 2.72 0.52 0.71 28.48 0.00 1.007 No Yes35.06 2.0028.48 528 41.24 82.01 2.74 0.52 0.71 28.96 0.00 0.982 No Yes35.11 2.0028.96 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 50 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 529 37.62 85.91 2.79 0.53 0.70 25.11 0.00 0.889 No Yes35.20 2.0025.11 530 31.54 93.47 2.88 0.54 0.70 20.87 0.00 0.736 No Yes35.24 1.7520.87 531 26.51 100.00 2.99 0.56 0.69 16.28 0.00 0.608 No Yes35.34 1.4516.28 532 22.24 100.00 3.11 0.56 0.69 14.74 0.00 0.502 No Yes35.38 1.2014.74 533 20.67 100.00 3.18 0.57 0.68 12.17 0.00 0.462 No Yes35.44 1.1012.17 534 19.98 100.00 3.23 0.57 0.68 13.05 0.00 0.442 No Yes35.61 1.0513.05 535 20.67 100.00 3.23 0.57 0.68 13.30 0.00 0.459 No Yes35.65 1.0913.30 536 21.03 100.00 3.22 0.57 0.68 13.49 0.00 0.467 No Yes35.66 1.1113.49 537 21.82 100.00 3.22 0.57 0.68 13.74 0.00 0.486 No Yes35.71 1.1613.74 538 22.74 100.00 3.21 0.56 0.68 14.84 0.00 0.507 No Yes35.80 1.2114.84 539 23.73 100.00 3.17 0.56 0.68 15.29 0.00 0.531 No Yes35.84 1.2615.29 540 24.09 100.00 3.14 0.56 0.68 15.66 0.00 0.538 No Yes35.93 1.2815.66 541 23.99 100.00 3.11 0.56 0.68 15.52 0.00 0.535 No Yes35.98 1.2715.52 542 23.27 100.00 3.08 0.56 0.68 15.04 0.00 0.517 No Yes36.03 1.2215.04 543 21.92 100.00 3.08 0.57 0.68 14.18 0.00 0.483 No Yes36.10 1.1414.18 544 20.18 100.00 3.09 0.57 0.67 12.79 0.00 0.439 No Yes36.17 1.0412.79 545 18.41 100.00 3.13 0.58 0.67 11.55 0.00 0.395 No Yes36.25 0.9411.55 546 17.39 100.00 3.16 0.58 0.67 10.64 0.00 0.370 No Yes36.30 0.8810.64 547 17.03 100.00 3.18 0.58 0.67 10.76 0.00 0.360 No Yes36.37 0.8510.76 548 17.35 100.00 3.16 0.58 0.67 10.81 0.00 0.368 No Yes36.44 0.8710.81 549 18.30 100.00 3.12 0.58 0.67 11.25 0.00 0.390 No Yes36.49 0.9211.25 550 19.26 100.00 3.07 0.57 0.67 12.58 0.00 0.412 No Yes36.58 0.9712.58 551 19.32 100.00 3.04 0.57 0.67 12.64 0.00 0.413 No Yes36.63 0.9712.64 552 18.31 100.00 3.04 0.58 0.66 11.34 0.00 0.387 No Yes36.72 0.9111.34 553 16.60 100.00 3.08 0.58 0.66 10.57 0.00 0.346 No Yes36.77 0.8210.57 554 15.19 100.00 3.13 0.59 0.66 9.29 0.00 0.312 No Yes36.81 0.749.29 555 14.24 100.00 3.14 0.59 0.66 8.58 0.00 0.288 No Yes36.90 0.688.58 556 14.10 100.00 3.12 0.59 0.66 8.71 0.00 0.285 No Yes36.95 0.678.71 557 14.24 100.00 3.10 0.59 0.66 9.01 0.00 0.287 No Yes37.04 0.689.01 558 14.17 100.00 3.14 0.59 0.66 8.81 0.00 0.285 No Yes37.09 0.678.81 559 13.91 100.00 3.19 0.59 0.66 8.55 0.00 0.278 No Yes37.17 0.668.55 560 13.51 100.00 3.27 0.59 0.65 8.48 0.00 0.268 No Yes37.22 0.638.48 561 14.11 100.00 3.29 0.59 0.65 8.03 0.00 0.282 No Yes37.29 0.668.03 562 15.16 100.00 3.29 0.58 0.66 9.66 0.00 0.306 No Yes37.36 0.729.66 563 16.87 100.00 3.25 0.58 0.66 10.46 0.00 0.346 No Yes37.42 0.8110.46 564 17.73 100.00 3.21 0.58 0.66 11.27 0.00 0.365 No Yes37.48 0.8611.27 565 18.02 100.00 3.19 0.58 0.66 11.26 0.00 0.371 No Yes37.56 0.8711.26 566 17.14 100.00 3.22 0.58 0.66 11.00 0.00 0.350 No Yes37.61 0.8211.00 567 16.18 100.00 3.27 0.58 0.65 9.54 0.00 0.327 No Yes37.72 0.779.54 568 15.33 100.00 3.32 0.58 0.65 9.41 0.00 0.306 No Yes37.75 0.729.41 569 15.46 100.00 3.32 0.58 0.65 9.34 0.00 0.309 No Yes37.80 0.729.34 570 15.85 100.00 3.30 0.58 0.65 9.76 0.00 0.317 No Yes37.89 0.749.76 571 16.74 100.00 3.27 0.58 0.65 10.13 0.00 0.338 No Yes37.93 0.7910.13 572 17.56 100.00 3.25 0.58 0.65 10.99 0.00 0.356 No Yes38.03 0.8310.99 573 18.39 100.00 3.23 0.58 0.65 11.30 0.00 0.374 No Yes38.07 0.8711.30 574 18.68 100.00 3.22 0.58 0.65 11.66 0.00 0.380 No Yes38.13 0.8911.66 575 18.52 100.00 3.21 0.58 0.65 11.52 0.00 0.376 No Yes38.21 0.8811.52 576 17.89 100.00 3.19 0.58 0.65 10.94 0.00 0.361 No Yes38.27 0.8410.94 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 51 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 577 16.94 100.00 3.19 0.58 0.65 10.44 0.00 0.338 No Yes38.35 0.7910.44 578 15.79 100.00 3.20 0.58 0.65 9.68 0.00 0.311 No Yes38.40 0.729.68 579 14.54 100.00 3.21 0.59 0.64 8.75 0.00 0.282 No Yes38.48 0.668.75 580 13.32 100.00 3.22 0.59 0.64 8.07 0.00 0.253 No Yes38.53 0.598.07 581 12.54 100.00 3.24 0.59 0.64 7.38 0.00 0.235 No Yes38.63 0.557.38 582 12.04 100.00 3.24 0.59 0.64 7.26 0.00 0.223 No Yes38.68 0.527.26 583 11.85 100.00 3.23 0.59 0.64 7.13 0.00 0.219 No Yes38.72 0.517.13 584 11.71 100.00 3.23 0.59 0.64 7.00 0.00 0.215 No Yes38.81 0.507.00 585 11.65 100.00 3.23 0.59 0.64 6.99 0.00 0.213 No Yes38.90 0.496.99 586 11.65 100.00 3.23 0.59 0.64 6.99 0.00 0.213 No Yes38.91 0.496.99 587 11.72 100.00 3.22 0.59 0.64 6.98 0.00 0.214 No Yes39.00 0.506.98 588 11.95 100.00 3.21 0.59 0.63 7.10 0.00 0.219 No Yes39.05 0.517.10 589 12.21 100.00 3.19 0.59 0.63 7.39 0.00 0.224 No Yes39.15 0.527.39 590 12.41 100.00 3.17 0.59 0.63 7.45 0.00 0.228 No Yes39.18 0.537.45 591 12.34 100.00 3.16 0.59 0.63 7.44 0.00 0.226 No Yes39.27 0.527.44 592 11.98 100.00 3.16 0.59 0.63 7.25 0.00 0.218 No Yes39.32 0.507.25 593 11.36 100.00 3.18 0.60 0.63 6.76 0.00 0.203 No Yes39.40 0.476.76 594 10.67 100.00 3.22 0.60 0.63 6.28 0.00 0.188 No Yes39.46 0.436.28 595 10.23 100.00 3.26 0.60 0.63 5.98 0.00 0.177 No Yes39.53 0.415.98 596 9.93 100.00 3.29 0.60 0.63 5.94 0.00 0.170 No Yes39.59 0.395.94 597 9.90 100.00 3.30 0.60 0.63 5.73 0.00 0.169 No Yes39.65 0.395.73 598 10.01 100.00 3.31 0.60 0.63 5.90 0.00 0.172 No Yes39.73 0.405.90 599 10.34 100.00 3.32 0.60 0.63 6.13 0.00 0.179 No Yes39.78 0.416.13 600 10.64 100.00 3.34 0.60 0.63 6.31 0.00 0.185 No Yes39.85 0.436.31 601 10.80 100.00 3.38 0.60 0.63 6.42 0.00 0.188 No Yes39.92 0.436.42 602 10.73 100.00 3.45 0.60 0.63 6.41 0.00 0.186 No Yes39.96 0.436.41 603 11.23 100.00 3.48 0.60 0.62 6.17 0.00 0.197 No Yes40.05 0.456.17 604 13.54 100.00 3.42 0.59 0.63 7.29 0.00 0.248 No Yes40.09 0.577.29 605 16.27 100.00 3.34 0.58 0.63 10.60 0.00 0.307 No Yes40.24 0.7010.60 606 18.77 100.00 3.28 0.58 0.63 11.13 0.00 0.361 No Yes40.28 0.8311.13 607 20.28 100.00 3.24 0.58 0.63 11.87 0.00 0.394 No Yes40.30 0.9011.87 608 23.63 100.00 3.14 0.57 0.64 13.39 0.00 0.467 No Yes40.38 1.0713.39 609 28.13 100.00 3.05 0.55 0.64 17.42 0.00 0.564 No Yes40.47 1.2817.42 610 35.49 96.75 2.92 0.55 0.65 20.37 0.00 0.724 No Yes40.51 1.6420.37 611 41.11 90.81 2.85 0.52 0.66 27.58 0.00 0.846 No Yes40.56 1.9127.58 612 41.54 91.49 2.86 0.52 0.66 28.35 0.00 0.853 No Yes40.65 1.9228.35 613 35.49 100.00 2.97 0.54 0.65 21.15 0.00 0.721 No Yes40.70 1.6321.15 614 27.27 100.00 3.15 0.56 0.64 15.77 0.00 0.540 No Yes40.79 1.2315.77 615 22.41 100.00 3.29 0.57 0.63 12.43 0.00 0.434 No Yes40.88 0.9912.43 616 19.94 100.00 3.36 0.57 0.63 11.88 0.00 0.380 No Yes40.90 0.8711.88 617 19.12 100.00 3.37 0.58 0.63 11.14 0.00 0.362 No Yes40.98 0.8211.14 618 17.65 100.00 3.39 0.58 0.62 10.89 0.00 0.329 No Yes41.02 0.7510.89 619 16.20 100.00 3.42 0.59 0.62 9.14 0.00 0.297 No Yes41.11 0.689.14 620 14.30 100.00 3.48 0.59 0.62 8.48 0.00 0.256 No Yes41.15 0.588.48 621 13.35 100.00 3.50 0.59 0.62 7.40 0.00 0.235 No Yes41.25 0.547.40 622 12.79 100.00 3.50 0.59 0.62 7.39 0.00 0.222 No Yes41.34 0.517.39 623 12.85 100.00 3.46 0.59 0.61 7.45 0.00 0.224 No Yes41.38 0.517.45 624 12.92 100.00 3.42 0.59 0.61 7.50 0.00 0.225 No Yes41.43 0.517.50 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 52 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 625 12.75 100.00 3.39 0.59 0.61 7.49 0.00 0.221 No Yes41.48 0.507.49 626 12.52 100.00 3.38 0.59 0.61 7.13 0.00 0.215 No Yes41.57 0.497.13 627 12.29 100.00 3.37 0.59 0.61 7.07 0.00 0.210 No Yes41.62 0.487.07 628 12.26 100.00 3.36 0.59 0.61 7.07 0.00 0.209 No Yes41.67 0.487.07 629 12.26 100.00 3.36 0.59 0.61 7.06 0.00 0.209 No Yes41.76 0.477.06 630 12.33 100.00 3.36 0.59 0.61 7.05 0.00 0.210 No Yes41.80 0.487.05 631 12.40 100.00 3.37 0.59 0.61 7.16 0.00 0.211 No Yes41.90 0.487.16 632 12.50 100.00 3.37 0.59 0.61 7.16 0.00 0.213 No Yes41.94 0.487.16 633 12.56 100.00 3.38 0.59 0.61 7.21 0.00 0.213 No Yes42.01 0.487.21 634 12.79 100.00 3.37 0.59 0.61 7.26 0.00 0.218 No Yes42.08 0.497.26 635 13.06 100.00 3.36 0.59 0.61 7.54 0.00 0.223 No Yes42.17 0.517.54 636 13.32 100.00 3.35 0.59 0.61 7.65 0.00 0.228 No Yes42.22 0.527.65 637 13.45 100.00 3.35 0.59 0.61 7.71 0.00 0.231 No Yes42.26 0.527.71 638 13.52 100.00 3.35 0.59 0.61 7.76 0.00 0.231 No Yes42.36 0.527.76 639 13.69 100.00 3.34 0.59 0.61 7.75 0.00 0.235 No Yes42.40 0.537.75 640 13.75 100.00 3.33 0.59 0.61 7.97 0.00 0.235 No Yes42.50 0.537.97 641 13.69 100.00 3.32 0.59 0.61 7.85 0.00 0.234 No Yes42.54 0.537.85 642 13.33 100.00 3.33 0.59 0.61 7.62 0.00 0.226 No Yes42.59 0.517.62 643 12.87 100.00 3.34 0.59 0.60 7.32 0.00 0.216 No Yes42.66 0.497.32 644 12.41 100.00 3.35 0.59 0.60 7.02 0.00 0.206 No Yes42.73 0.477.02 645 12.11 100.00 3.37 0.60 0.60 6.79 0.00 0.199 No Yes42.82 0.456.79 646 12.05 100.00 3.38 0.60 0.60 6.78 0.00 0.198 No Yes42.89 0.456.78 647 12.15 100.00 3.37 0.59 0.60 6.89 0.00 0.199 No Yes43.00 0.456.89 648 12.24 100.00 3.36 0.59 0.60 6.94 0.00 0.201 No Yes43.02 0.456.94 649 12.27 100.00 3.35 0.59 0.60 6.93 0.00 0.201 No Yes43.05 0.456.93 650 12.21 100.00 3.35 0.59 0.60 6.93 0.00 0.200 No Yes43.14 0.456.93 651 12.11 100.00 3.35 0.59 0.60 6.81 0.00 0.197 No Yes43.23 0.446.81 652 12.02 100.00 3.35 0.60 0.60 6.75 0.00 0.195 No Yes43.25 0.446.75 653 11.98 100.00 3.36 0.60 0.60 6.74 0.00 0.194 No Yes43.33 0.446.74 654 12.02 100.00 3.36 0.60 0.60 6.74 0.00 0.194 No Yes43.38 0.446.74 655 12.12 100.00 3.37 0.60 0.60 6.79 0.00 0.196 No Yes43.47 0.446.79 656 12.71 100.00 3.34 0.59 0.60 6.89 0.00 0.208 No Yes43.50 0.476.89 657 13.43 100.00 3.29 0.59 0.60 7.74 0.00 0.222 No Yes43.60 0.507.74 658 14.35 100.00 3.23 0.59 0.60 8.03 0.00 0.241 No Yes43.65 0.548.03 659 14.61 100.00 3.22 0.59 0.60 8.47 0.00 0.245 No Yes43.74 0.558.47 660 14.71 100.00 3.23 0.59 0.60 8.18 0.00 0.247 No Yes43.79 0.558.18 661 14.55 100.00 3.30 0.59 0.60 8.18 0.00 0.243 No Yes43.83 0.558.18 662 14.78 100.00 3.35 0.59 0.60 8.17 0.00 0.247 No Yes43.92 0.558.17 663 16.42 100.00 3.33 0.59 0.60 8.56 0.00 0.280 No Yes43.97 0.638.56 664 20.96 100.00 3.20 0.58 0.60 11.04 0.00 0.371 No Yes44.03 0.8311.04 665 30.17 100.00 2.99 0.56 0.61 16.23 0.00 0.556 No Yes44.11 1.2416.23 666 39.17 91.73 2.86 0.53 0.63 25.32 0.00 0.736 No Yes44.20 1.6225.32 667 46.10 85.34 2.78 0.52 0.63 27.60 0.00 0.874 No Yes44.25 1.9227.60 668 47.08 85.04 2.78 0.52 0.63 29.17 0.00 0.893 No Yes44.29 1.9629.17 669 44.13 88.17 2.81 0.53 0.63 27.12 0.00 0.831 No Yes44.39 1.8327.12 670 37.95 94.05 2.89 0.54 0.62 21.96 0.00 0.707 No Yes44.43 1.5621.96 671 30.23 100.00 3.00 0.55 0.61 17.51 0.00 0.551 No Yes44.53 1.2217.51 672 24.57 100.00 3.10 0.57 0.60 12.81 0.00 0.438 No Yes44.62 0.9712.81 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 53 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 673 20.07 100.00 3.19 0.58 0.60 11.63 0.00 0.348 No Yes44.67 0.7711.63 674 17.87 100.00 3.24 0.58 0.59 9.44 0.00 0.303 No Yes44.75 0.689.44 675 15.87 100.00 3.30 0.59 0.59 8.92 0.00 0.263 No Yes44.80 0.598.92 676 14.95 100.00 3.35 0.59 0.59 8.12 0.00 0.245 No Yes44.85 0.558.12 677 14.03 100.00 3.39 0.59 0.59 7.84 0.00 0.226 No Yes44.89 0.507.84 678 13.51 100.00 3.41 0.59 0.59 7.32 0.00 0.215 No Yes44.99 0.487.32 679 12.63 100.00 3.45 0.59 0.59 7.20 0.00 0.198 No Yes45.03 0.447.20 680 12.47 100.00 3.45 0.60 0.58 6.31 0.00 0.194 No Yes45.09 0.436.31 681 12.35 100.00 3.45 0.59 0.58 7.02 0.00 0.191 No Yes45.19 0.437.02 682 12.61 100.00 3.42 0.59 0.58 6.96 0.00 0.196 No Yes45.23 0.446.96 683 12.31 100.00 3.42 0.60 0.58 6.73 0.00 0.190 No Yes45.28 0.426.73 684 11.92 100.00 3.43 0.60 0.58 6.50 0.00 0.182 No Yes45.37 0.406.50 685 11.53 100.00 3.43 0.60 0.58 6.28 0.00 0.174 No Yes45.42 0.396.28 686 11.13 100.00 3.44 0.60 0.58 6.05 0.00 0.166 No Yes45.51 0.376.05 687 10.80 100.00 3.45 0.60 0.58 5.83 0.00 0.159 No Yes45.56 0.355.83 688 10.57 100.00 3.45 0.60 0.58 5.71 0.00 0.155 No Yes45.62 0.345.71 689 10.41 100.00 3.44 0.60 0.58 5.65 0.00 0.151 No Yes45.70 0.345.65 690 10.24 100.00 3.42 0.60 0.58 5.53 0.00 0.148 No Yes45.75 0.335.53 691 10.15 100.00 3.41 0.60 0.58 5.42 0.00 0.145 No Yes45.84 0.325.42 692 10.12 100.00 3.40 0.60 0.58 5.47 0.00 0.145 No Yes45.88 0.325.47 693 10.12 100.00 3.39 0.60 0.58 5.47 0.00 0.144 No Yes45.97 0.325.47 694 10.05 100.00 3.39 0.60 0.57 5.41 0.00 0.143 No Yes46.02 0.325.41 695 9.99 100.00 3.40 0.60 0.57 5.35 0.00 0.142 No Yes46.06 0.315.35 696 9.96 100.00 3.40 0.60 0.57 5.35 0.00 0.141 No Yes46.16 0.315.35 697 10.19 100.00 3.40 0.60 0.57 5.34 0.00 0.145 No Yes46.20 0.325.34 698 10.48 100.00 3.41 0.60 0.57 5.72 0.00 0.150 No Yes46.29 0.335.72 699 11.07 100.00 3.41 0.60 0.57 5.83 0.00 0.161 No Yes46.33 0.365.83 700 11.80 100.00 3.39 0.60 0.57 6.31 0.00 0.175 No Yes46.43 0.396.31 701 12.69 100.00 3.36 0.59 0.58 6.91 0.00 0.192 No Yes46.48 0.426.91 702 13.80 100.00 3.35 0.59 0.58 7.29 0.00 0.213 No Yes46.53 0.477.29 703 14.62 100.00 3.36 0.59 0.58 8.17 0.00 0.228 No Yes46.62 0.508.17 704 15.64 100.00 3.38 0.59 0.58 8.27 0.00 0.247 No Yes46.66 0.558.27 705 17.62 100.00 3.34 0.59 0.58 8.98 0.00 0.284 No Yes46.76 0.638.98 706 21.40 100.00 3.23 0.58 0.58 11.51 0.00 0.356 No Yes46.80 0.7811.51 707 31.72 100.00 2.98 0.56 0.59 14.76 0.00 0.552 No Yes46.85 1.2114.76 708 50.09 77.69 2.68 0.53 0.61 27.27 0.00 0.899 No Yes46.94 1.9527.27 709 73.55 55.12 2.40 0.49 0.63 45.43 59.95 0.145 No No46.99 0.31105.38 710 92.31 41.65 2.23 0.46 0.65 59.09 57.26 0.164 No No47.08 0.34116.35 711 101.11 36.01 2.16 0.46 0.65 63.33 54.14 0.166 No No47.12 0.35117.47 712 101.83 36.70 2.17 0.46 0.64 62.44 54.51 0.165 No No47.20 0.35116.94 713 99.93 39.35 2.20 0.46 0.64 60.26 56.01 0.164 No No47.31 0.34116.27 714 98.91 41.94 2.24 0.46 0.64 59.69 57.59 0.166 No No47.33 0.35117.28 715 97.79 43.13 2.25 0.46 0.65 60.71 58.58 0.170 No No47.40 0.36119.28 716 98.35 43.06 2.25 0.47 0.64 58.09 57.88 0.163 No No47.47 0.34115.97 717 99.21 42.34 2.24 0.46 0.65 60.76 58.11 0.169 No No47.54 0.35118.87 718 102.82 39.95 2.21 0.46 0.64 62.14 56.88 0.169 No No47.58 0.35119.02 719 103.64 38.96 2.20 0.45 0.65 65.25 56.92 0.176 No No47.70 0.37122.17 720 101.00 39.39 2.20 0.46 0.64 62.11 56.48 0.168 No No47.73 0.35118.59 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 54 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 721 94.05 42.70 2.25 0.47 0.64 56.67 57.31 0.159 No No47.79 0.33113.98 722 85.82 47.69 2.31 0.48 0.63 51.22 58.55 0.152 No No47.88 0.32109.77 723 74.93 56.37 2.42 0.48 0.63 45.95 60.50 0.147 No No47.92 0.31106.45 724 64.63 66.29 2.54 0.51 0.61 35.61 60.22 0.132 No No48.01 0.2895.83 725 51.82 80.11 2.71 0.51 0.61 31.61 0.00 0.908 No Yes48.04 1.9531.61 726 41.63 91.51 2.86 0.54 0.59 21.87 0.00 0.718 No Yes48.11 1.5621.87 727 31.62 100.00 3.03 0.56 0.58 17.02 0.00 0.532 No Yes48.20 1.1617.02 728 25.64 100.00 3.13 0.57 0.58 13.53 0.00 0.421 No Yes48.25 0.9213.53 729 21.04 100.00 3.22 0.58 0.57 11.39 0.00 0.336 No Yes48.30 0.7311.39 730 17.33 100.00 3.30 0.59 0.57 9.12 0.00 0.267 No Yes48.39 0.589.12 731 14.28 100.00 3.39 0.59 0.56 7.27 0.00 0.211 No Yes48.45 0.467.27 732 12.40 100.00 3.47 0.60 0.56 6.30 0.00 0.176 No Yes48.52 0.396.30 733 11.49 100.00 3.50 0.60 0.56 6.03 0.00 0.159 No Yes48.57 0.356.03 734 11.19 100.00 3.50 0.60 0.56 5.75 0.00 0.153 No Yes48.67 0.345.75 735 11.06 100.00 3.49 0.60 0.56 5.81 0.00 0.151 No Yes48.71 0.335.81 736 11.19 100.00 3.49 0.60 0.56 5.80 0.00 0.153 No Yes48.76 0.335.80 737 11.33 100.00 3.50 0.60 0.56 5.96 0.00 0.155 No Yes48.85 0.345.96 738 11.72 100.00 3.53 0.60 0.56 6.01 0.00 0.162 No Yes48.89 0.356.01 739 12.15 100.00 3.55 0.60 0.56 6.42 0.00 0.169 No Yes48.99 0.376.42 740 12.94 100.00 3.54 0.60 0.56 6.63 0.00 0.183 No Yes49.03 0.406.63 741 14.03 100.00 3.49 0.59 0.56 7.27 0.00 0.203 No Yes49.10 0.447.27 742 16.96 100.00 3.35 0.59 0.56 8.17 0.00 0.256 No Yes49.17 0.568.17 743 19.79 100.00 3.24 0.58 0.57 11.43 0.00 0.306 No Yes49.23 0.6711.43 744 22.36 100.00 3.14 0.57 0.57 11.92 0.00 0.352 No Yes49.29 0.7711.92 745 21.87 100.00 3.14 0.57 0.57 12.41 0.00 0.343 No Yes49.36 0.7412.41 746 19.99 100.00 3.17 0.58 0.56 10.58 0.00 0.309 No Yes49.41 0.6710.58 747 17.43 100.00 3.25 0.59 0.56 8.79 0.00 0.262 No Yes49.50 0.578.79 748 15.00 100.00 3.32 0.59 0.56 8.14 0.00 0.218 No Yes49.54 0.488.14 749 13.10 100.00 3.38 0.60 0.55 6.59 0.00 0.184 No Yes49.64 0.406.59 750 11.45 100.00 3.44 0.60 0.55 5.68 0.00 0.154 No Yes49.74 0.345.68 751 10.57 100.00 3.46 0.60 0.55 5.47 0.00 0.138 No Yes49.75 0.305.47 752 10.05 100.00 3.47 0.60 0.55 5.16 0.00 0.128 No Yes49.83 0.285.16 753 9.52 100.00 3.41 0.60 0.55 4.84 0.00 0.119 No Yes49.92 0.264.84 754 9.23 100.00 3.30 0.60 0.55 4.63 0.00 0.113 No Yes49.96 0.254.63 755 9.00 0.00 N/A 0.78 0.46 3.91 0.00 4.000 No No50.01 2.003.91 756 9.04 0.00 N/A 0.78 0.46 3.74 0.00 4.000 No No50.09 2.003.74 757 9.05 0.00 N/A 0.78 0.46 3.91 0.00 4.000 No No50.14 2.003.91 758 9.12 0.00 N/A 0.78 0.46 3.91 0.00 4.000 No No50.22 2.003.91 759 9.05 0.00 N/A 0.78 0.46 3.82 0.00 4.000 No No50.28 2.003.82 Abbreviations Depth: qt: FC: Ic: m: CN: qc1N : Δqc1N: qc1N,cs: CRR7.5 : FS: Depth from free surface, at which CPT was performed (ft) Fines content (%) Soil behavior type index Stress exponent Overburden correction factor Normalized and adjusted cone resistance Cone resistance correction factor due to fines Normalized and adjusted cone resistance Cyclic resistance ratio for Mw =7.5 (for PL=16%) Factor of safety against soil liquefaction CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 55 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 0.09 2.00 0.00 0.00 0.05 0.00 0.14 2.00 0.00 0.00 0.05 0.00 0.23 2.00 0.00 0.00 0.09 0.00 0.28 2.00 0.00 0.00 0.05 0.00 0.37 2.00 0.00 0.00 0.09 0.00 0.45 2.00 0.00 0.00 0.08 0.00 0.46 2.00 0.00 0.00 0.02 0.00 0.55 2.00 0.00 0.00 0.09 0.00 0.60 2.00 0.00 0.00 0.04 0.00 0.66 2.00 0.00 0.00 0.07 0.00 0.74 2.00 0.00 0.00 0.08 0.00 0.83 2.00 0.00 0.00 0.09 0.00 0.87 2.00 0.00 0.00 0.04 0.00 0.94 2.00 0.00 0.00 0.06 0.00 1.01 2.00 0.00 0.00 0.08 0.00 1.06 2.00 0.00 0.00 0.04 0.00 1.15 2.00 0.00 0.00 0.09 0.00 1.21 2.00 0.00 0.00 0.06 0.00 1.28 2.00 0.00 0.00 0.07 0.00 1.33 2.00 0.00 0.00 0.06 0.00 1.38 2.00 0.00 0.00 0.05 0.00 1.47 2.00 0.00 0.00 0.09 0.00 1.53 2.00 0.00 0.00 0.06 0.00 1.61 2.00 0.00 0.00 0.08 0.00 1.66 2.00 0.00 0.00 0.05 0.00 1.71 2.00 0.00 0.00 0.05 0.00 1.80 2.00 0.00 0.00 0.09 0.00 1.84 2.00 0.00 0.00 0.04 0.00 1.91 2.00 0.00 0.00 0.07 0.00 2.01 2.00 0.00 0.00 0.09 0.00 2.05 2.00 0.00 0.00 0.05 0.00 2.15 2.00 0.00 0.00 0.09 0.00 2.19 2.00 0.00 0.00 0.04 0.00 2.24 2.00 0.00 0.00 0.05 0.00 2.33 2.00 0.00 0.00 0.09 0.00 2.37 2.00 0.00 0.00 0.04 0.00 2.47 2.00 0.00 0.00 0.09 0.00 2.51 2.00 0.00 0.00 0.04 0.00 2.60 2.00 0.00 0.00 0.09 0.00 2.65 2.00 0.00 0.00 0.05 0.00 2.70 2.00 0.00 0.00 0.04 0.00 2.79 2.00 0.00 0.00 0.10 0.00 2.84 2.00 0.00 0.00 0.04 0.00 2.93 2.00 0.00 0.00 0.09 0.00 2.96 2.00 0.00 0.00 0.03 0.00 3.02 2.00 0.00 0.00 0.06 0.00 3.11 2.00 0.00 0.00 0.09 0.00 3.16 2.00 0.00 0.00 0.05 0.00 3.25 2.00 0.00 0.00 0.09 0.00 3.29 2.00 0.00 0.00 0.05 0.00 3.43 2.00 0.00 0.00 0.14 0.00 3.48 2.00 0.00 0.00 0.05 0.00 3.57 2.00 0.00 0.00 0.09 0.00 3.61 2.00 0.00 0.00 0.04 0.00 3.73 2.00 0.00 0.00 0.11 0.00 3.76 2.00 0.00 0.00 0.03 0.00 3.85 2.00 0.00 0.00 0.09 0.00 3.90 2.00 0.00 0.00 0.05 0.00 3.94 2.00 0.00 0.00 0.04 0.00 4.01 2.00 0.00 0.00 0.07 0.00 4.08 2.00 0.00 0.00 0.07 0.00 4.15 2.00 0.00 0.00 0.07 0.00 4.22 2.00 0.00 0.00 0.07 0.00 4.28 2.00 0.00 0.00 0.06 0.00 4.36 2.00 0.00 0.00 0.08 0.00 4.40 2.00 0.00 0.00 0.04 0.00 4.49 2.00 0.00 0.00 0.09 0.00 4.54 2.00 0.00 0.00 0.05 0.00 4.63 2.00 0.00 0.00 0.09 0.00 4.68 2.00 0.00 0.00 0.05 0.00 4.73 2.00 0.00 0.00 0.05 0.00 4.82 2.00 0.00 0.00 0.09 0.00 4.87 2.00 0.00 0.00 0.04 0.00 4.96 2.00 0.00 0.00 0.10 0.00 5.00 2.00 0.00 0.00 0.03 0.00 5.06 2.00 0.00 0.00 0.06 0.00 5.14 2.00 0.00 0.00 0.07 0.00 5.20 2.00 0.00 0.00 0.06 0.00 5.25 2.00 0.00 0.00 0.05 0.00 5.34 2.00 0.00 0.00 0.08 0.00 5.38 2.00 0.00 0.00 0.05 0.00 5.47 2.00 0.00 0.00 0.09 0.00 5.53 2.00 0.00 0.00 0.05 0.00 5.61 2.00 0.00 0.00 0.09 0.00 5.66 2.00 0.00 0.00 0.05 0.00 5.75 2.00 0.00 0.00 0.09 0.00 5.80 2.00 0.00 0.00 0.05 0.00 5.84 2.00 0.00 0.00 0.05 0.00 5.93 2.00 0.00 0.00 0.09 0.00 5.98 2.00 0.00 0.00 0.04 0.00 6.07 2.00 0.00 0.00 0.09 0.00 6.11 2.00 0.00 0.00 0.04 0.00 6.21 2.00 0.00 0.00 0.09 0.00 6.26 2.00 0.00 0.00 0.05 0.00 6.30 2.00 0.00 0.00 0.04 0.00 6.40 2.00 0.00 0.00 0.10 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 56 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 6.44 2.00 0.00 0.00 0.04 0.00 6.54 2.00 0.00 0.00 0.10 0.00 6.57 2.00 0.00 0.00 0.04 0.00 6.63 2.00 0.00 0.00 0.06 0.00 6.72 2.00 0.00 0.00 0.09 0.00 6.76 2.00 0.00 0.00 0.05 0.00 6.86 2.00 0.00 0.00 0.09 0.00 6.90 2.00 0.00 0.00 0.05 0.00 6.97 2.00 0.00 0.00 0.07 0.00 7.04 2.00 0.00 0.00 0.07 0.00 7.09 2.00 0.00 0.00 0.04 0.00 7.18 2.00 0.00 0.00 0.09 0.00 7.23 2.00 0.00 0.00 0.04 0.00 7.32 2.00 0.00 0.00 0.09 0.00 7.41 2.00 0.00 0.00 0.09 0.00 7.45 2.00 0.00 0.00 0.04 0.00 7.50 2.00 0.00 0.00 0.05 0.00 7.55 2.00 0.00 0.00 0.05 0.00 7.64 2.00 0.00 0.00 0.09 0.00 7.69 2.00 0.00 0.00 0.05 0.00 7.75 2.00 0.00 0.00 0.07 0.00 7.83 2.00 0.00 0.00 0.07 0.00 7.89 2.00 0.00 0.00 0.07 0.00 7.97 2.00 0.00 0.00 0.08 0.00 8.03 2.00 0.00 0.00 0.06 0.00 8.10 2.00 0.00 0.00 0.08 0.00 8.15 2.00 0.00 0.00 0.05 0.00 8.23 2.00 0.00 0.00 0.08 0.00 8.29 2.00 0.00 0.00 0.06 0.00 8.33 2.00 0.00 0.00 0.04 0.00 8.40 2.00 0.00 0.00 0.07 0.00 8.47 2.00 0.00 0.00 0.07 0.00 8.56 2.00 0.00 0.00 0.09 0.00 8.61 2.00 0.00 0.00 0.04 0.00 8.70 2.00 0.00 0.00 0.10 0.00 8.75 2.00 0.00 0.00 0.04 0.00 8.84 2.00 0.00 0.00 0.10 0.00 8.89 2.00 0.00 0.00 0.04 0.00 8.93 2.00 0.00 0.00 0.04 0.00 8.99 2.00 0.00 0.00 0.06 0.00 9.07 2.00 0.00 0.00 0.08 0.00 9.14 2.00 0.00 0.00 0.07 0.00 9.21 2.00 0.00 0.00 0.07 0.00 9.25 2.00 0.00 0.00 0.04 0.00 9.35 2.00 0.00 0.00 0.10 0.00 9.39 2.00 0.00 0.00 0.05 0.00 9.45 2.00 0.00 0.00 0.06 0.00 9.54 2.00 0.00 0.00 0.09 0.00 9.58 2.00 0.00 0.00 0.04 0.00 9.71 2.00 0.00 0.00 0.13 0.00 9.72 2.00 0.00 0.00 0.01 0.00 9.81 2.00 0.00 0.00 0.09 0.00 9.91 2.00 0.00 0.00 0.10 0.00 9.94 2.00 0.00 0.00 0.04 0.00 10.00 2.00 0.00 0.00 0.05 0.00 10.04 2.00 0.00 0.00 0.04 0.00 10.16 2.00 0.00 0.00 0.12 0.00 10.18 2.00 0.00 0.00 0.02 0.00 10.27 2.00 0.00 0.00 0.09 0.00 10.32 2.00 0.00 0.00 0.05 0.00 10.41 2.00 0.00 0.00 0.09 0.00 10.50 2.00 0.00 0.00 0.09 0.00 10.53 2.00 0.00 0.00 0.03 0.00 10.59 2.00 0.00 0.00 0.07 0.00 10.64 2.00 0.00 0.00 0.04 0.00 10.73 2.00 0.00 0.00 0.09 0.00 10.86 2.00 0.00 0.00 0.13 0.00 10.88 2.00 0.00 0.00 0.02 0.00 10.91 2.00 0.00 0.00 0.04 0.00 10.96 2.00 0.00 0.00 0.05 0.00 11.06 2.00 0.00 0.00 0.10 0.00 11.09 2.00 0.00 0.00 0.04 0.00 11.21 2.00 0.00 0.00 0.12 0.00 11.24 2.00 0.00 0.00 0.03 0.00 11.32 2.00 0.00 0.00 0.08 0.00 11.38 2.00 0.00 0.00 0.06 0.00 11.43 2.00 0.00 0.00 0.05 0.00 11.49 2.00 0.00 0.00 0.06 0.00 11.56 2.00 0.00 0.00 0.08 0.00 11.62 2.00 0.00 0.00 0.05 0.00 11.71 2.00 0.00 0.00 0.10 0.00 11.75 2.00 0.00 0.00 0.04 0.00 11.88 2.00 0.00 0.00 0.14 0.00 11.91 2.00 0.00 0.00 0.02 0.00 12.02 2.00 0.00 0.00 0.12 0.00 12.07 2.00 0.00 0.00 0.05 0.00 12.12 2.00 0.00 0.00 0.04 0.00 12.16 2.00 0.00 0.00 0.04 0.00 12.25 2.00 0.00 0.00 0.10 0.00 12.30 2.00 0.00 0.00 0.05 0.00 12.34 2.00 0.00 0.00 0.04 0.00 12.44 2.00 0.00 0.00 0.10 0.00 12.48 2.00 0.00 0.00 0.04 0.00 12.62 2.00 0.00 0.00 0.14 0.00 12.63 2.00 0.00 0.00 0.01 0.00 12.67 2.00 0.00 0.00 0.04 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 57 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 12.81 2.00 0.00 0.00 0.14 0.00 12.84 2.00 0.00 0.00 0.03 0.00 12.90 2.00 0.00 0.00 0.06 0.00 12.95 2.00 0.00 0.00 0.04 0.00 13.03 2.00 0.00 0.00 0.09 0.00 13.08 2.00 0.00 0.00 0.04 0.00 13.13 2.00 0.00 0.00 0.05 0.00 13.22 2.00 0.00 0.00 0.09 0.00 13.31 2.00 0.00 0.00 0.09 0.00 13.34 2.00 0.00 0.00 0.03 0.00 13.40 2.00 0.00 0.00 0.07 0.00 13.46 2.00 0.00 0.00 0.06 0.00 13.54 2.00 0.00 0.00 0.08 0.00 13.59 2.00 0.00 0.00 0.04 0.00 13.68 2.00 0.00 0.00 0.10 0.00 13.71 2.00 0.00 0.00 0.03 0.00 13.87 2.00 0.00 0.00 0.15 0.00 13.92 2.00 0.00 0.00 0.05 0.00 13.96 2.00 0.00 0.00 0.04 0.00 14.00 2.00 0.00 0.00 0.04 0.00 14.05 2.00 0.00 0.00 0.05 0.00 14.14 2.00 0.00 0.00 0.09 0.00 14.19 2.00 0.00 0.00 0.04 0.00 14.29 2.00 0.00 0.00 0.10 0.00 14.31 2.00 0.00 0.00 0.02 0.00 14.39 2.00 0.00 0.00 0.08 0.00 14.47 2.00 0.00 0.00 0.07 0.00 14.52 2.00 0.00 0.00 0.05 0.00 14.61 2.00 0.00 0.00 0.09 0.00 14.65 2.00 0.00 0.00 0.05 0.00 14.70 2.00 0.00 0.00 0.05 0.00 14.79 2.00 0.00 0.00 0.09 0.00 14.84 2.00 0.00 0.00 0.05 0.00 14.93 2.00 0.00 0.00 0.09 0.00 14.97 2.00 0.00 0.00 0.04 0.00 15.07 2.00 0.00 0.00 0.09 0.00 15.11 2.00 0.00 0.00 0.04 0.00 15.16 2.00 0.00 0.00 0.05 0.00 15.23 2.00 0.00 0.00 0.07 0.00 15.30 2.00 0.00 0.00 0.07 0.00 15.43 2.00 0.00 0.00 0.13 0.00 15.47 2.00 0.00 0.00 0.04 0.00 15.53 2.00 0.00 0.00 0.06 0.00 15.57 2.00 0.00 0.00 0.04 0.00 15.62 2.00 0.00 0.00 0.05 0.00 15.69 2.00 0.00 0.00 0.07 0.00 15.76 2.00 0.00 0.00 0.07 0.00 15.82 2.00 0.00 0.00 0.06 0.00 15.90 2.00 0.00 0.00 0.08 0.00 15.95 2.00 0.00 0.00 0.05 0.00 16.04 2.00 0.00 0.00 0.09 0.00 16.09 2.00 0.00 0.00 0.05 0.00 16.18 2.00 0.00 0.00 0.09 0.00 16.22 2.00 0.00 0.00 0.04 0.00 16.29 2.00 0.00 0.00 0.06 0.00 16.36 2.00 0.00 0.00 0.07 0.00 16.42 2.00 0.00 0.00 0.06 0.00 16.50 2.00 0.00 0.00 0.08 0.00 16.54 2.00 0.00 0.00 0.04 0.00 16.66 2.00 0.00 0.00 0.12 0.00 16.68 2.00 0.00 0.00 0.02 0.00 16.76 2.00 0.00 0.00 0.07 0.00 16.87 2.00 0.00 0.00 0.11 0.00 16.89 2.00 0.00 0.00 0.02 0.00 16.96 2.00 0.00 0.00 0.07 0.00 17.01 2.00 0.00 0.00 0.05 0.00 17.19 2.00 0.00 0.00 0.18 0.00 17.23 2.00 0.00 0.00 0.05 0.00 17.25 2.00 0.00 0.00 0.01 0.00 17.33 2.00 0.00 0.00 0.08 0.00 17.37 2.00 0.00 0.00 0.04 0.00 17.46 2.00 0.00 0.00 0.10 0.00 17.56 2.00 0.00 0.00 0.09 0.00 17.60 2.00 0.00 0.00 0.04 0.00 17.65 2.00 0.00 0.00 0.05 0.00 17.74 2.00 0.00 0.00 0.09 0.00 17.80 2.00 0.00 0.00 0.06 0.00 17.89 2.00 0.00 0.00 0.09 0.00 17.94 2.00 0.00 0.00 0.05 0.00 17.98 2.00 0.00 0.00 0.04 0.00 18.06 2.00 0.00 0.00 0.08 0.00 18.12 2.00 0.00 0.00 0.06 0.00 18.21 2.00 0.00 0.00 0.09 0.00 18.25 2.00 0.00 0.00 0.05 0.00 18.31 2.00 0.00 0.00 0.06 0.00 18.39 2.00 0.00 0.00 0.08 0.00 18.49 2.00 0.00 0.00 0.10 0.00 18.52 2.00 0.00 0.00 0.03 0.00 18.63 2.00 0.00 0.00 0.11 0.00 18.66 2.00 0.00 0.00 0.03 0.00 18.72 2.00 0.00 0.00 0.06 0.00 18.81 2.00 0.00 0.00 0.09 0.00 18.86 2.00 0.00 0.00 0.05 0.00 18.91 2.00 0.00 0.00 0.06 0.00 19.03 2.00 0.00 0.00 0.12 0.00 19.05 2.00 0.00 0.00 0.01 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 58 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 19.15 2.00 0.00 0.00 0.10 0.00 19.18 2.00 0.00 0.00 0.04 0.00 19.27 2.00 0.00 0.00 0.08 0.00 19.32 2.00 0.00 0.00 0.05 0.00 19.36 2.00 0.00 0.00 0.04 0.00 19.46 2.00 0.00 0.00 0.09 0.00 19.50 2.00 0.00 0.00 0.04 0.00 19.59 2.00 0.00 0.00 0.09 0.00 19.64 2.00 0.00 0.00 0.05 0.00 19.69 2.00 0.00 0.00 0.05 0.00 19.78 2.00 0.00 0.00 0.09 0.00 19.82 2.00 0.00 0.00 0.04 0.00 20.00 2.00 0.00 0.00 0.18 0.00 20.03 2.00 0.00 0.00 0.03 0.00 20.06 2.00 0.00 0.00 0.03 0.00 20.09 2.00 0.00 0.00 0.04 0.00 20.18 2.00 0.00 0.00 0.09 0.00 20.23 2.00 0.00 0.00 0.05 0.00 20.28 2.00 0.00 0.00 0.04 0.00 20.37 2.00 0.00 0.00 0.09 0.00 20.42 2.00 0.00 0.00 0.05 0.00 20.51 2.00 0.00 0.00 0.09 0.00 20.56 2.00 0.00 0.00 0.05 0.00 20.65 2.00 0.00 0.00 0.09 0.00 20.69 2.00 0.00 0.00 0.04 0.00 20.74 2.00 0.00 0.00 0.05 0.00 20.83 2.00 0.00 0.00 0.09 0.00 20.88 2.00 0.00 0.00 0.05 0.00 20.97 2.00 0.00 0.00 0.09 0.00 21.01 2.00 0.00 0.00 0.04 0.00 21.07 2.00 0.00 0.00 0.06 0.00 21.16 2.00 0.00 0.00 0.09 0.00 21.25 2.00 0.00 0.00 0.10 0.00 21.29 2.00 0.00 0.00 0.04 0.00 21.34 2.00 0.00 0.00 0.04 0.00 21.44 2.00 0.00 0.00 0.10 0.00 21.48 2.00 0.00 0.00 0.04 0.00 21.52 2.00 0.00 0.00 0.04 0.00 21.62 2.00 0.00 0.00 0.10 0.00 21.66 2.00 0.00 0.00 0.04 0.00 21.76 2.00 0.00 0.00 0.10 0.00 21.80 2.00 0.00 0.00 0.04 0.00 21.94 2.00 0.00 0.00 0.14 0.00 21.99 2.00 0.00 0.00 0.05 0.00 22.03 2.00 0.00 0.00 0.04 0.00 22.08 2.00 0.00 0.00 0.05 0.00 22.12 2.00 0.00 0.00 0.05 0.00 22.26 2.00 0.00 0.00 0.14 0.00 22.30 2.00 0.00 0.00 0.04 0.00 22.31 2.00 0.00 0.00 0.01 0.00 22.40 2.00 0.00 0.00 0.09 0.00 22.45 2.00 0.00 0.00 0.05 0.00 22.55 2.00 0.00 0.00 0.10 0.00 22.60 2.00 0.00 0.00 0.06 0.00 22.65 2.00 0.00 0.00 0.05 0.00 22.78 2.00 0.00 0.00 0.13 0.00 22.80 2.00 0.00 0.00 0.01 0.00 22.88 2.00 0.00 0.00 0.08 0.00 22.90 2.00 0.00 0.00 0.02 0.00 22.98 2.00 0.00 0.00 0.07 0.00 23.04 2.00 0.00 0.00 0.07 0.00 23.14 2.00 0.00 0.00 0.10 0.00 23.18 2.00 0.00 0.00 0.03 0.00 23.27 2.00 0.00 0.00 0.10 0.00 23.30 2.00 0.00 0.00 0.02 0.00 23.43 2.00 0.00 0.00 0.14 0.00 23.48 2.00 0.00 0.00 0.05 0.00 23.50 2.00 0.00 0.00 0.01 0.00 23.57 2.00 0.00 0.00 0.08 0.00 23.64 2.00 0.00 0.00 0.06 0.00 23.71 2.00 0.00 0.00 0.08 0.00 23.76 2.00 0.00 0.00 0.05 0.00 23.87 2.00 0.00 0.00 0.10 0.00 23.90 2.00 0.00 0.00 0.03 0.00 23.98 2.00 0.00 0.00 0.08 0.00 24.09 2.00 0.00 0.00 0.11 0.00 24.13 2.00 0.00 0.00 0.03 0.00 24.17 2.00 0.00 0.00 0.05 0.00 24.22 2.00 0.00 0.00 0.04 0.00 24.32 2.00 0.00 0.00 0.10 0.00 24.36 2.00 0.00 0.00 0.04 0.00 24.45 2.00 0.00 0.00 0.09 0.00 24.50 2.00 0.00 0.00 0.05 0.00 24.54 2.00 0.00 0.00 0.04 0.00 24.62 2.00 0.00 0.00 0.08 0.00 24.68 2.00 0.00 0.00 0.06 0.00 24.77 2.00 0.00 0.00 0.09 0.00 24.82 2.00 0.00 0.00 0.05 0.00 24.95 2.00 0.00 0.00 0.13 0.00 25.00 2.00 0.00 0.00 0.05 0.00 25.11 2.00 0.00 0.00 0.10 0.00 25.15 2.00 0.00 0.00 0.04 0.00 25.25 2.00 0.00 0.00 0.09 0.00 25.29 2.00 0.00 0.00 0.04 0.00 25.33 2.00 0.00 0.00 0.04 0.00 25.43 2.00 0.00 0.00 0.10 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 59 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 25.47 2.00 0.00 0.00 0.04 0.00 25.61 2.00 0.00 0.00 0.14 0.00 25.66 2.00 0.00 0.00 0.04 0.00 25.74 2.00 0.00 0.00 0.08 0.00 25.80 2.00 0.00 0.00 0.05 0.00 25.89 2.00 0.00 0.00 0.09 0.00 25.93 2.00 0.00 0.00 0.05 0.00 26.02 2.00 0.00 0.00 0.09 0.00 26.07 2.00 0.00 0.00 0.05 0.00 26.13 2.00 0.00 0.00 0.05 0.00 26.21 2.00 0.00 0.00 0.08 0.00 26.26 2.00 0.00 0.00 0.05 0.00 26.34 2.00 0.00 0.00 0.08 0.00 26.39 2.00 0.00 0.00 0.05 0.00 26.49 2.00 0.00 0.00 0.09 0.00 26.53 2.00 0.00 0.00 0.04 0.00 26.58 2.00 0.00 0.00 0.05 0.00 26.71 2.00 0.00 0.00 0.13 0.00 26.74 2.00 0.00 0.00 0.03 0.00 26.85 2.00 0.00 0.00 0.11 0.00 26.91 2.00 0.00 0.00 0.05 0.00 27.04 2.00 0.00 0.00 0.13 0.00 27.09 2.00 0.00 0.00 0.05 0.00 27.13 2.00 0.00 0.00 0.04 0.00 27.18 2.00 0.00 0.00 0.05 0.00 27.27 2.00 0.00 0.00 0.09 0.00 27.31 2.00 0.00 0.00 0.04 0.00 27.41 2.00 0.00 0.00 0.10 0.00 27.45 2.00 0.00 0.00 0.04 0.00 27.52 2.00 0.00 0.00 0.07 0.00 27.56 0.46 0.00 0.00 0.04 0.04 27.66 0.53 0.00 0.00 0.09 0.08 27.70 0.68 0.00 0.00 0.05 0.03 27.79 0.96 0.00 0.00 0.08 0.01 27.84 1.39 0.00 0.00 0.05 0.00 27.93 2.00 0.00 0.00 0.09 0.00 27.98 1.42 0.00 0.00 0.05 0.00 28.03 0.97 0.00 0.00 0.05 0.00 28.11 1.36 0.00 0.00 0.08 0.00 28.21 2.00 0.00 0.00 0.10 0.00 28.25 2.00 0.00 0.00 0.05 0.00 28.39 2.00 0.00 0.00 0.14 0.00 28.44 2.00 0.00 0.00 0.04 0.00 28.48 2.00 0.00 0.00 0.05 0.00 28.58 2.00 0.00 0.00 0.09 0.00 28.62 2.00 0.00 0.00 0.04 0.00 28.71 2.00 0.00 0.00 0.09 0.00 28.75 2.00 0.00 0.00 0.03 0.00 28.82 2.00 0.00 0.00 0.07 0.00 28.90 2.00 0.00 0.00 0.08 0.00 28.95 2.00 0.00 0.00 0.05 0.00 29.04 2.00 0.00 0.00 0.09 0.00 29.08 2.00 0.00 0.00 0.04 0.00 29.15 2.00 0.00 0.00 0.06 0.00 29.22 2.00 0.00 0.00 0.07 0.00 29.27 2.00 0.00 0.00 0.05 0.00 29.34 2.00 0.00 0.00 0.07 0.00 29.41 2.00 0.00 0.00 0.07 0.00 29.47 2.00 0.00 0.00 0.06 0.00 29.54 2.00 0.00 0.00 0.08 0.00 29.64 2.00 0.00 0.00 0.10 0.00 29.69 2.00 0.00 0.00 0.05 0.00 29.73 2.00 0.00 0.00 0.04 0.00 29.82 2.00 0.00 0.00 0.09 0.00 29.86 2.00 0.00 0.00 0.04 0.00 29.96 2.00 0.00 0.00 0.10 0.00 29.99 2.00 0.00 0.00 0.03 0.00 30.05 2.00 0.00 0.00 0.07 0.00 30.12 2.00 0.00 0.00 0.07 0.00 30.20 2.00 0.00 0.00 0.08 0.00 30.25 2.00 0.00 0.00 0.05 0.00 30.35 2.00 0.00 0.00 0.10 0.00 30.39 2.00 0.00 0.00 0.04 0.00 30.49 2.00 0.00 0.00 0.09 0.00 30.53 2.00 0.00 0.00 0.04 0.00 30.58 2.00 0.00 0.00 0.05 0.00 30.67 2.00 0.00 0.00 0.09 0.00 30.72 2.00 0.00 0.00 0.05 0.00 30.81 2.00 0.00 0.00 0.09 0.00 30.86 2.00 0.00 0.00 0.05 0.00 30.91 2.00 0.00 0.00 0.05 0.00 30.99 2.00 0.00 0.00 0.08 0.00 31.04 2.00 0.00 0.00 0.05 0.00 31.14 2.00 0.00 0.00 0.10 0.00 31.18 2.00 0.00 0.00 0.05 0.00 31.31 2.00 0.00 0.00 0.13 0.00 31.39 2.00 0.00 0.00 0.08 0.00 31.46 2.00 0.00 0.00 0.07 0.00 31.50 2.00 0.00 0.00 0.05 0.00 31.59 2.00 0.00 0.00 0.09 0.00 31.66 2.00 0.00 0.00 0.06 0.00 31.72 2.00 0.00 0.00 0.06 0.00 31.77 2.00 0.00 0.00 0.05 0.00 31.83 2.00 0.00 0.00 0.06 0.00 31.94 1.10 0.00 0.00 0.11 0.00 31.96 1.35 0.00 0.00 0.02 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 60 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 32.10 2.00 0.00 0.00 0.14 0.00 32.14 2.00 0.00 0.00 0.04 0.00 32.19 2.00 0.00 0.00 0.06 0.00 32.24 2.00 0.00 0.00 0.05 0.00 32.34 1.48 0.00 0.00 0.10 0.00 32.38 1.79 0.00 0.00 0.04 0.00 32.42 1.32 0.00 0.00 0.05 0.00 32.51 1.00 0.00 0.00 0.09 0.00 32.56 0.82 0.00 0.00 0.05 0.01 32.66 0.60 0.00 0.00 0.09 0.06 32.70 0.56 0.00 0.00 0.04 0.03 32.76 0.49 0.00 0.00 0.06 0.04 32.83 0.45 0.00 0.00 0.08 0.06 32.89 0.42 0.00 0.00 0.05 0.05 32.98 0.38 0.00 0.00 0.09 0.08 33.02 0.39 0.00 0.00 0.05 0.04 33.09 0.38 0.00 0.00 0.07 0.06 33.16 0.37 0.00 0.00 0.07 0.07 33.21 0.36 0.00 0.00 0.05 0.05 33.30 0.34 0.00 0.00 0.09 0.09 33.34 0.36 0.00 0.00 0.04 0.04 33.44 0.34 0.00 0.00 0.10 0.10 33.48 0.34 0.00 0.00 0.05 0.04 33.53 0.34 0.00 0.00 0.05 0.05 33.62 0.34 0.00 0.00 0.09 0.09 33.67 0.34 0.00 0.00 0.05 0.05 33.73 0.31 0.00 0.00 0.07 0.07 33.84 0.34 0.00 0.00 0.11 0.10 33.87 0.34 0.00 0.00 0.03 0.03 33.92 0.34 0.00 0.00 0.05 0.05 34.01 0.34 0.00 0.00 0.08 0.08 34.06 0.33 0.00 0.00 0.05 0.05 34.15 0.33 0.00 0.00 0.09 0.09 34.19 0.33 0.00 0.00 0.05 0.05 34.26 0.32 0.00 0.00 0.06 0.06 34.33 0.32 0.00 0.00 0.08 0.08 34.39 0.32 0.00 0.00 0.06 0.06 34.47 0.32 0.00 0.00 0.08 0.07 34.52 0.32 0.00 0.00 0.05 0.05 34.61 2.00 0.00 0.00 0.09 0.00 34.66 2.00 0.00 0.00 0.05 0.00 34.72 2.00 0.00 0.00 0.06 0.00 34.79 2.00 0.00 0.00 0.07 0.00 34.89 2.00 0.00 0.00 0.10 0.00 34.93 2.00 0.00 0.00 0.04 0.00 35.01 2.00 0.00 0.00 0.08 0.00 35.06 2.00 0.00 0.00 0.05 0.00 35.11 2.00 0.00 0.00 0.05 0.00 35.20 2.00 0.00 0.00 0.09 0.00 35.24 1.75 0.00 0.00 0.05 0.00 35.34 1.45 0.00 0.00 0.10 0.00 35.38 1.20 0.00 0.00 0.04 0.00 35.44 1.10 0.00 0.00 0.06 0.00 35.61 1.05 0.00 0.00 0.17 0.00 35.65 1.09 0.00 0.00 0.03 0.00 35.66 1.11 0.00 0.00 0.01 0.00 35.71 1.16 0.00 0.00 0.05 0.00 35.80 1.21 0.00 0.00 0.09 0.00 35.84 1.26 0.00 0.00 0.05 0.00 35.93 1.28 0.00 0.00 0.09 0.00 35.98 1.27 0.00 0.00 0.05 0.00 36.03 1.22 0.00 0.00 0.05 0.00 36.10 1.14 0.00 0.00 0.07 0.00 36.17 1.04 0.00 0.00 0.07 0.00 36.25 0.94 0.00 0.00 0.08 0.01 36.30 0.88 0.00 0.00 0.05 0.01 36.37 0.85 0.00 0.00 0.06 0.01 36.44 0.87 0.00 0.00 0.08 0.01 36.49 0.92 0.00 0.00 0.05 0.00 36.58 0.97 0.00 0.00 0.09 0.00 36.63 0.97 0.00 0.00 0.05 0.00 36.72 0.91 0.00 0.00 0.09 0.01 36.77 0.82 0.00 0.00 0.04 0.01 36.81 0.74 0.00 0.00 0.05 0.02 36.90 0.68 0.00 0.00 0.09 0.04 36.95 0.67 0.00 0.00 0.05 0.02 37.04 0.68 0.00 0.00 0.09 0.04 37.09 0.67 0.00 0.00 0.05 0.02 37.17 0.66 0.00 0.00 0.08 0.04 37.22 0.63 0.00 0.00 0.06 0.03 37.29 0.66 0.00 0.00 0.07 0.03 37.36 0.72 0.00 0.00 0.07 0.03 37.42 0.81 0.00 0.00 0.06 0.02 37.48 0.86 0.00 0.00 0.05 0.01 37.56 0.87 0.00 0.00 0.09 0.01 37.61 0.82 0.00 0.00 0.05 0.01 37.72 0.77 0.00 0.00 0.11 0.03 37.75 0.72 0.00 0.00 0.03 0.01 37.80 0.72 0.00 0.00 0.05 0.02 37.89 0.74 0.00 0.00 0.09 0.03 37.93 0.79 0.00 0.00 0.04 0.01 38.03 0.83 0.00 0.00 0.10 0.02 38.07 0.87 0.00 0.00 0.04 0.01 38.13 0.89 0.00 0.00 0.06 0.01 38.21 0.88 0.00 0.00 0.08 0.01 38.27 0.84 0.00 0.00 0.06 0.01 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 61 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 38.35 0.79 0.00 0.00 0.08 0.02 38.40 0.72 0.00 0.00 0.04 0.02 38.48 0.66 0.00 0.00 0.09 0.04 38.53 0.59 0.00 0.00 0.05 0.03 38.63 0.55 0.00 0.00 0.09 0.05 38.68 0.52 0.00 0.00 0.05 0.03 38.72 0.51 0.00 0.00 0.04 0.02 38.81 0.50 0.00 0.00 0.10 0.06 38.90 0.49 0.00 0.00 0.09 0.05 38.91 0.49 0.00 0.00 0.02 0.01 39.00 0.50 0.00 0.00 0.08 0.05 39.05 0.51 0.00 0.00 0.06 0.03 39.15 0.52 0.00 0.00 0.09 0.05 39.18 0.53 0.00 0.00 0.03 0.02 39.27 0.52 0.00 0.00 0.09 0.05 39.32 0.50 0.00 0.00 0.06 0.03 39.40 0.47 0.00 0.00 0.08 0.05 39.46 0.43 0.00 0.00 0.05 0.04 39.53 0.41 0.00 0.00 0.07 0.05 39.59 0.39 0.00 0.00 0.06 0.05 39.65 0.39 0.00 0.00 0.05 0.04 39.73 0.40 0.00 0.00 0.08 0.06 39.78 0.41 0.00 0.00 0.05 0.04 39.85 0.43 0.00 0.00 0.08 0.05 39.92 0.43 0.00 0.00 0.06 0.04 39.96 0.43 0.00 0.00 0.05 0.03 40.05 0.45 0.00 0.00 0.09 0.06 40.09 0.57 0.00 0.00 0.04 0.02 40.24 0.70 0.00 0.00 0.14 0.05 40.28 0.83 0.00 0.00 0.05 0.01 40.30 0.90 0.00 0.00 0.02 0.00 40.38 1.07 0.00 0.00 0.08 0.00 40.47 1.28 0.00 0.00 0.09 0.00 40.51 1.64 0.00 0.00 0.04 0.00 40.56 1.91 0.00 0.00 0.05 0.00 40.65 1.92 0.00 0.00 0.09 0.00 40.70 1.63 0.00 0.00 0.05 0.00 40.79 1.23 0.00 0.00 0.09 0.00 40.88 0.99 0.00 0.00 0.09 0.00 40.90 0.87 0.00 0.00 0.02 0.00 40.98 0.82 0.00 0.00 0.08 0.02 41.02 0.75 0.00 0.00 0.04 0.01 41.11 0.68 0.00 0.00 0.09 0.03 41.15 0.58 0.00 0.00 0.04 0.02 41.25 0.54 0.00 0.00 0.10 0.05 41.34 0.51 0.00 0.00 0.09 0.05 41.38 0.51 0.00 0.00 0.04 0.02 41.43 0.51 0.00 0.00 0.05 0.03 41.48 0.50 0.00 0.00 0.05 0.03 41.57 0.49 0.00 0.00 0.09 0.05 41.62 0.48 0.00 0.00 0.05 0.03 41.67 0.48 0.00 0.00 0.05 0.03 41.76 0.47 0.00 0.00 0.09 0.05 41.80 0.48 0.00 0.00 0.05 0.03 41.90 0.48 0.00 0.00 0.09 0.05 41.94 0.48 0.00 0.00 0.04 0.02 42.01 0.48 0.00 0.00 0.07 0.04 42.08 0.49 0.00 0.00 0.07 0.04 42.17 0.51 0.00 0.00 0.09 0.05 42.22 0.52 0.00 0.00 0.04 0.02 42.26 0.52 0.00 0.00 0.05 0.02 42.36 0.52 0.00 0.00 0.10 0.05 42.40 0.53 0.00 0.00 0.04 0.02 42.50 0.53 0.00 0.00 0.10 0.05 42.54 0.53 0.00 0.00 0.04 0.02 42.59 0.51 0.00 0.00 0.05 0.03 42.66 0.49 0.00 0.00 0.07 0.04 42.73 0.47 0.00 0.00 0.07 0.04 42.82 0.45 0.00 0.00 0.10 0.06 42.89 0.45 0.00 0.00 0.07 0.04 43.00 0.45 0.00 0.00 0.10 0.06 43.02 0.45 0.00 0.00 0.02 0.01 43.05 0.45 0.00 0.00 0.03 0.02 43.14 0.45 0.00 0.00 0.09 0.05 43.23 0.44 0.00 0.00 0.09 0.05 43.25 0.44 0.00 0.00 0.01 0.01 43.33 0.44 0.00 0.00 0.08 0.05 43.38 0.44 0.00 0.00 0.05 0.03 43.47 0.44 0.00 0.00 0.08 0.05 43.50 0.47 0.00 0.00 0.04 0.02 43.60 0.50 0.00 0.00 0.10 0.05 43.65 0.54 0.00 0.00 0.04 0.02 43.74 0.55 0.00 0.00 0.09 0.04 43.79 0.55 0.00 0.00 0.05 0.02 43.83 0.55 0.00 0.00 0.05 0.02 43.92 0.55 0.00 0.00 0.09 0.04 43.97 0.63 0.00 0.00 0.05 0.02 44.03 0.83 0.00 0.00 0.06 0.01 44.11 1.24 0.00 0.00 0.08 0.00 44.20 1.62 0.00 0.00 0.09 0.00 44.25 1.92 0.00 0.00 0.05 0.00 44.29 1.96 0.00 0.00 0.05 0.00 44.39 1.83 0.00 0.00 0.09 0.00 44.43 1.56 0.00 0.00 0.05 0.00 44.53 1.22 0.00 0.00 0.09 0.00 44.62 0.97 0.00 0.00 0.09 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 62 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 44.67 0.77 0.00 0.00 0.05 0.01 44.75 0.68 0.00 0.00 0.09 0.03 44.80 0.59 0.00 0.00 0.04 0.02 44.85 0.55 0.00 0.00 0.05 0.02 44.89 0.50 0.00 0.00 0.05 0.02 44.99 0.48 0.00 0.00 0.09 0.05 45.03 0.44 0.00 0.00 0.04 0.02 45.09 0.43 0.00 0.00 0.06 0.03 45.19 0.43 0.00 0.00 0.09 0.05 45.23 0.44 0.00 0.00 0.05 0.02 45.28 0.42 0.00 0.00 0.05 0.03 45.37 0.40 0.00 0.00 0.09 0.05 45.42 0.39 0.00 0.00 0.05 0.03 45.51 0.37 0.00 0.00 0.09 0.05 45.56 0.35 0.00 0.00 0.05 0.03 45.62 0.34 0.00 0.00 0.07 0.04 45.70 0.34 0.00 0.00 0.07 0.04 45.75 0.33 0.00 0.00 0.05 0.03 45.84 0.32 0.00 0.00 0.09 0.06 45.88 0.32 0.00 0.00 0.05 0.03 45.97 0.32 0.00 0.00 0.09 0.06 46.02 0.32 0.00 0.00 0.05 0.03 46.06 0.31 0.00 0.00 0.05 0.03 46.16 0.31 0.00 0.00 0.09 0.06 46.20 0.32 0.00 0.00 0.04 0.03 46.29 0.33 0.00 0.00 0.09 0.06 46.33 0.36 0.00 0.00 0.04 0.02 46.43 0.39 0.00 0.00 0.10 0.05 46.48 0.42 0.00 0.00 0.05 0.02 46.53 0.47 0.00 0.00 0.05 0.02 46.62 0.50 0.00 0.00 0.09 0.04 46.66 0.55 0.00 0.00 0.04 0.02 46.76 0.63 0.00 0.00 0.10 0.03 46.80 0.78 0.00 0.00 0.04 0.01 46.85 1.21 0.00 0.00 0.05 0.00 46.94 1.95 0.00 0.00 0.09 0.00 46.99 0.31 0.00 0.00 0.05 0.03 47.08 0.34 0.00 0.00 0.09 0.05 47.12 0.35 0.00 0.00 0.05 0.03 47.20 0.35 0.00 0.00 0.08 0.05 47.31 0.34 0.00 0.00 0.10 0.06 47.33 0.35 0.00 0.00 0.03 0.02 47.40 0.36 0.00 0.00 0.07 0.04 47.47 0.34 0.00 0.00 0.07 0.04 47.54 0.35 0.00 0.00 0.07 0.04 47.58 0.35 0.00 0.00 0.04 0.02 47.70 0.37 0.00 0.00 0.12 0.06 47.73 0.35 0.00 0.00 0.03 0.02 47.79 0.33 0.00 0.00 0.06 0.04 47.88 0.32 0.00 0.00 0.09 0.05 47.92 0.31 0.00 0.00 0.05 0.03 48.01 0.28 0.00 0.00 0.08 0.05 48.04 1.95 0.00 0.00 0.03 0.00 48.11 1.56 0.00 0.00 0.08 0.00 48.20 1.16 0.00 0.00 0.08 0.00 48.25 0.92 0.00 0.00 0.05 0.00 48.30 0.73 0.00 0.00 0.05 0.01 48.39 0.58 0.00 0.00 0.09 0.03 48.45 0.46 0.00 0.00 0.07 0.03 48.52 0.39 0.00 0.00 0.07 0.03 48.57 0.35 0.00 0.00 0.05 0.02 48.67 0.34 0.00 0.00 0.10 0.05 48.71 0.33 0.00 0.00 0.04 0.02 48.76 0.33 0.00 0.00 0.05 0.02 48.85 0.34 0.00 0.00 0.09 0.05 48.89 0.35 0.00 0.00 0.04 0.02 48.99 0.37 0.00 0.00 0.09 0.05 49.03 0.40 0.00 0.00 0.05 0.02 49.10 0.44 0.00 0.00 0.07 0.03 49.17 0.56 0.00 0.00 0.07 0.02 49.23 0.67 0.00 0.00 0.05 0.01 49.29 0.77 0.00 0.00 0.06 0.01 49.36 0.74 0.00 0.00 0.07 0.01 49.41 0.67 0.00 0.00 0.05 0.01 49.50 0.57 0.00 0.00 0.09 0.03 49.54 0.48 0.00 0.00 0.04 0.02 49.64 0.40 0.00 0.00 0.10 0.04 49.74 0.34 0.00 0.00 0.09 0.05 49.75 0.30 0.00 0.00 0.01 0.01 49.83 0.28 0.00 0.00 0.08 0.04 49.92 0.26 0.00 0.00 0.09 0.05 49.96 0.25 0.00 0.00 0.04 0.02 50.01 2.00 0.00 0.00 0.05 0.00 50.09 2.00 0.00 0.00 0.07 0.00 50.14 2.00 0.00 0.00 0.05 0.00 50.22 2.00 0.00 0.00 0.08 0.00 50.28 2.00 0.00 0.00 0.06 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 63 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Abbreviations LPIISH > 5.0 - Liquefaction manifestation is expected FS: dz: LPI: Calculated factor of safety for test point Layer thickness (ft) Liquefaction potential index value for test point CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 64 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 Cone resistance qt (tsf) 4003002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance SBTn Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot FS Plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Vertical settlements Settlement (in) 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Vertical settlements Dry : 0.34 (in)Wet: 1.67 (in) E s t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e m e n t s Strain plot Volumentric strain (%) 6543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Strain plot CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 65 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Abbreviations qt: Ic: FS: Volumentric strain: c corrected for pore water effects) Soil Behaviour Type Index Calculated Factor of Safety against liquefaction Post-liquefaction volumentric strain This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 0.09 4.06 0.78 54.25 42.49 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.14 4.06 0.95 54.25 51.72 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.23 4.06 1.34 54.25 72.53 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.28 2.20 60.36 1.61 97.23 22 547 0.35 0.001 0.00 17.20 0.00 0.000 0.37 1.85 122.22 1.20 146.73 29 713 0.38 0.001 0.00 17.20 0.00 0.000 0.45 1.67 181.48 1.00 181.48 34 846 0.38 0.001 0.00 17.20 0.00 0.000 0.46 1.77 169.70 1.12 189.46 36 895 0.38 0.001 0.00 17.20 0.00 0.000 0.55 1.88 149.42 1.22 182.73 36 905 0.37 0.001 0.00 17.20 0.00 0.000 0.60 2.02 124.02 1.33 164.79 35 902 0.38 0.002 0.00 17.20 0.00 0.000 0.66 2.13 106.43 1.48 156.99 34 890 0.37 0.002 0.00 17.20 0.00 0.000 0.74 2.29 84.25 1.88 158.50 37 856 0.37 0.002 0.00 17.20 0.00 0.000 0.83 2.44 66.51 2.57 170.93 43 814 0.36 0.003 0.00 17.20 0.00 0.000 0.87 2.61 50.41 3.82 192.43 0 0 0.36 0.000 0.00 0.00 0.00 0.000 0.94 2.72 42.27 4.93 208.29 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.01 2.82 36.41 6.05 220.09 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.06 2.89 31.79 7.09 225.42 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.15 2.93 28.87 7.67 221.43 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.21 2.95 26.74 7.92 211.77 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.28 2.93 25.94 7.71 200.05 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.33 2.92 25.36 7.50 190.06 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.38 2.92 24.14 7.53 181.68 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.47 2.90 23.13 7.23 167.20 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.53 2.87 21.74 6.84 148.67 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.61 2.85 20.77 6.45 134.02 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.66 2.86 19.76 6.61 130.65 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.71 2.89 19.01 7.13 135.51 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.80 2.93 18.11 7.72 139.81 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.84 2.96 17.51 8.14 142.59 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.91 2.98 17.18 8.39 144.08 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.01 2.99 17.01 8.55 145.39 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.05 3.01 16.47 8.91 146.77 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.15 3.03 15.94 9.25 147.33 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.19 3.04 15.62 9.42 147.08 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.24 3.03 15.46 9.32 144.07 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.33 3.02 15.29 9.18 140.46 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.37 3.01 15.03 9.02 135.54 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.47 3.01 14.82 8.94 132.40 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.51 3.00 14.44 8.86 127.96 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.60 3.01 13.91 8.93 124.24 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.65 3.01 13.43 8.94 120.08 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.70 3.00 13.17 8.81 115.95 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.79 2.98 13.16 8.53 112.23 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.84 2.97 13.16 8.30 109.22 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.93 2.97 13.16 8.24 108.44 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.96 2.96 13.22 8.19 108.24 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.02 2.97 13.22 8.27 109.36 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.11 2.98 13.16 8.44 110.97 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.16 2.99 13.05 8.67 113.18 0 0 0.35 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 66 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 3.25 3.00 12.99 8.82 114.57 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.29 3.00 12.99 8.78 114.08 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.43 2.97 13.30 8.35 111.05 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.48 2.90 14.40 7.21 103.83 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.57 2.80 16.35 5.80 94.86 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.61 2.65 19.62 4.18 81.93 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.73 2.53 22.56 3.21 72.44 19 312 0.35 0.254 0.27 17.20 0.29 0.008 3.76 2.42 25.78 2.48 63.93 16 309 0.35 0.272 0.36 17.20 0.38 0.003 3.85 2.36 27.73 2.17 60.16 15 308 0.35 0.295 0.43 17.20 0.46 0.010 3.90 2.30 29.94 1.91 57.24 13 307 0.35 0.307 0.49 17.20 0.53 0.006 3.94 2.25 31.95 1.76 56.15 13 310 0.35 0.303 0.51 17.20 0.54 0.006 4.01 2.21 34.43 1.64 56.43 13 317 0.35 0.283 0.48 17.20 0.52 0.009 4.08 2.18 36.75 1.57 57.69 13 326 0.35 0.255 0.43 17.20 0.46 0.008 4.15 2.16 39.22 1.51 59.41 13 337 0.35 0.227 0.38 17.20 0.40 0.007 4.22 2.13 41.54 1.47 60.89 13 345 0.35 0.211 0.34 17.20 0.36 0.006 4.28 2.11 43.49 1.43 62.21 14 351 0.35 0.200 0.32 17.20 0.34 0.005 4.36 2.10 44.75 1.41 63.30 14 357 0.35 0.195 0.31 17.20 0.33 0.006 4.40 2.09 46.12 1.41 64.87 14 365 0.35 0.179 0.28 17.20 0.29 0.003 4.49 2.07 48.07 1.38 66.31 14 371 0.35 0.176 0.27 17.20 0.28 0.006 4.54 2.02 51.08 1.33 67.80 14 371 0.35 0.180 0.27 17.20 0.29 0.004 4.63 1.97 54.08 1.29 69.52 14 368 0.35 0.195 0.29 17.20 0.31 0.006 4.68 1.93 56.61 1.00 56.61 11 367 0.35 0.201 0.39 17.20 0.42 0.005 4.73 1.92 58.50 1.00 58.50 12 374 0.35 0.189 0.35 17.20 0.38 0.004 4.82 1.93 59.02 1.00 59.02 12 380 0.35 0.185 0.34 17.20 0.37 0.008 4.87 1.93 60.13 1.26 75.57 15 388 0.35 0.172 0.24 17.20 0.25 0.003 4.96 1.93 61.44 1.26 77.13 16 396 0.35 0.166 0.22 17.20 0.24 0.006 5.00 1.92 63.07 1.25 78.98 16 403 0.35 0.155 0.20 17.20 0.22 0.002 5.06 1.93 63.22 1.26 79.58 16 410 0.35 0.150 0.19 17.20 0.21 0.003 5.14 1.98 60.10 1.29 77.76 16 415 0.35 0.147 0.19 17.20 0.20 0.004 5.20 2.06 54.70 1.37 75.00 16 418 0.35 0.146 0.19 17.20 0.20 0.003 5.25 2.19 47.20 1.58 74.74 17 422 0.35 0.144 0.18 17.20 0.19 0.002 5.34 2.32 40.01 1.98 79.37 19 421 0.35 0.151 0.16 17.20 0.17 0.003 5.38 2.46 33.83 2.70 91.23 23 425 0.35 0.147 0.12 17.20 0.13 0.001 5.47 2.58 28.97 3.60 104.29 28 427 0.35 0.151 0.10 17.20 0.11 0.002 5.53 2.70 25.27 4.71 118.97 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.61 2.79 22.62 5.68 128.59 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.66 2.84 21.04 6.41 134.95 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.75 2.87 20.24 6.76 136.91 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.80 2.88 19.92 6.88 136.97 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.84 2.83 21.08 6.26 131.95 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.93 2.76 22.92 5.42 124.35 0 0 0.35 0.000 0.00 0.00 0.00 0.000 5.98 2.63 27.24 4.01 109.36 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.07 2.51 31.51 3.07 96.85 25 426 0.35 0.194 0.15 17.20 0.16 0.003 6.11 2.36 38.47 2.18 83.91 20 428 0.35 0.192 0.19 17.20 0.20 0.002 6.21 2.25 44.69 1.74 77.78 18 430 0.35 0.195 0.22 17.20 0.24 0.005 6.26 2.15 50.49 1.49 75.46 17 428 0.35 0.204 0.25 17.20 0.27 0.003 6.30 2.08 54.08 1.39 75.06 16 421 0.35 0.223 0.29 17.20 0.31 0.003 6.40 2.04 56.13 1.34 75.31 16 415 0.35 0.245 0.32 17.20 0.34 0.008 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 67 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 6.44 2.01 58.02 1.31 76.25 16 413 0.35 0.254 0.33 17.20 0.36 0.004 6.54 2.00 58.91 1.31 77.06 16 416 0.35 0.256 0.33 17.20 0.35 0.008 6.57 2.00 59.76 1.31 78.00 16 420 0.35 0.248 0.32 17.20 0.34 0.003 6.63 2.01 59.54 1.32 78.30 16 425 0.35 0.241 0.31 17.20 0.33 0.004 6.72 2.03 58.69 1.34 78.42 17 431 0.35 0.233 0.29 17.20 0.31 0.007 6.76 2.08 56.41 1.40 78.74 17 442 0.35 0.211 0.26 17.20 0.27 0.003 6.86 2.15 53.24 1.50 79.96 18 453 0.35 0.196 0.23 17.20 0.24 0.005 6.90 2.23 49.07 1.71 83.75 19 466 0.35 0.178 0.19 17.20 0.20 0.002 6.97 2.32 44.84 2.01 90.11 21 475 0.35 0.168 0.15 17.20 0.16 0.003 7.04 2.40 41.24 2.38 98.19 24 483 0.35 0.160 0.13 17.20 0.14 0.002 7.09 2.48 37.64 2.85 107.31 27 488 0.35 0.156 0.11 17.20 0.11 0.001 7.18 2.54 35.10 3.25 113.90 30 489 0.35 0.161 0.10 17.20 0.11 0.002 7.23 2.58 33.41 3.55 118.63 32 489 0.35 0.163 0.09 17.20 0.10 0.001 7.32 2.52 33.62 3.13 105.14 27 459 0.35 0.218 0.15 17.20 0.16 0.003 7.41 2.45 34.19 2.66 90.78 23 426 0.35 0.312 0.27 17.20 0.28 0.006 7.45 2.37 34.65 2.22 76.76 19 390 0.35 0.494 0.54 17.20 0.57 0.006 7.50 2.38 34.54 2.26 78.14 19 393 0.35 0.481 0.51 17.20 0.54 0.007 7.55 2.41 33.48 2.41 80.70 20 395 0.35 0.475 0.48 17.20 0.51 0.005 7.64 2.43 32.31 2.57 82.94 21 395 0.35 0.489 0.47 17.20 0.50 0.011 7.69 2.46 31.34 2.70 84.49 21 394 0.35 0.506 0.47 17.20 0.50 0.006 7.75 2.47 31.23 2.76 86.27 22 398 0.35 0.491 0.44 17.20 0.47 0.007 7.83 2.48 31.44 2.87 90.38 23 409 0.35 0.435 0.37 17.20 0.39 0.007 7.89 2.51 31.62 3.07 96.91 25 427 0.35 0.364 0.28 17.20 0.29 0.005 7.97 2.54 31.29 3.29 103.06 27 439 0.35 0.325 0.23 17.20 0.24 0.004 8.03 2.58 30.23 3.55 107.45 29 442 0.36 0.319 0.21 17.20 0.22 0.003 8.10 2.62 28.48 3.90 111.01 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.15 2.67 26.37 4.41 116.20 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.23 2.73 24.25 5.06 122.75 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.29 2.78 22.81 5.62 128.26 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.33 2.80 22.44 5.81 130.37 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.40 2.80 22.28 5.81 129.34 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.47 2.82 20.79 6.13 127.51 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.56 2.87 18.83 6.71 126.29 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.61 2.94 16.66 7.73 128.79 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.70 2.98 15.65 8.45 132.27 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.75 3.03 14.54 9.34 135.75 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.84 3.05 14.00 9.73 136.23 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.89 3.07 13.62 9.94 135.48 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.93 3.06 13.62 9.80 133.49 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.99 3.03 13.56 9.32 126.41 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.07 2.99 13.61 8.55 116.37 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.14 2.95 13.71 7.96 109.17 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.21 2.94 13.97 7.81 109.20 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.25 2.96 14.13 8.13 114.96 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.35 2.98 14.12 8.51 120.17 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.39 3.02 13.90 9.06 125.93 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.45 3.04 13.74 9.52 130.79 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.54 3.06 13.68 9.79 133.84 0 0 0.36 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 68 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 9.58 3.04 13.73 9.57 131.42 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.71 3.02 13.72 9.21 126.28 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.72 2.96 13.61 8.17 111.20 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.81 2.92 13.66 7.45 101.73 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.91 2.87 13.96 6.75 94.32 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.94 2.84 15.34 6.42 98.46 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.00 2.81 16.86 5.99 101.05 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.04 2.78 18.97 5.62 106.66 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.16 2.78 20.17 5.58 112.44 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.18 2.79 21.00 5.76 120.89 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.27 2.82 20.90 6.08 126.97 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.32 2.82 21.37 6.17 131.78 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.41 2.72 25.54 4.95 126.48 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.50 2.59 31.72 3.66 116.22 31 478 0.36 0.430 0.25 17.20 0.27 0.006 10.53 2.41 41.96 2.42 101.50 25 525 0.36 0.282 0.22 17.20 0.23 0.001 10.59 2.27 51.86 1.82 94.44 22 565 0.36 0.210 0.19 17.20 0.20 0.003 10.64 2.09 68.56 1.40 96.10 21 619 0.36 0.150 0.14 17.20 0.15 0.002 10.73 1.92 86.81 1.25 108.79 22 665 0.36 0.120 0.11 17.20 0.11 0.003 10.86 1.81 102.65 1.16 119.00 23 699 0.36 0.104 0.09 17.20 0.09 0.003 10.88 1.75 111.55 1.08 120.25 23 714 0.36 0.098 0.08 17.20 0.09 0.000 10.91 1.73 114.05 1.05 120.09 23 721 0.36 0.096 0.08 17.20 0.09 0.001 10.96 1.72 116.18 1.03 120.19 23 729 0.36 0.094 0.08 17.20 0.09 0.001 11.06 1.72 116.81 1.03 120.26 23 734 0.36 0.093 0.08 17.20 0.09 0.002 11.09 1.73 113.63 1.06 120.17 23 726 0.36 0.097 0.08 17.20 0.09 0.001 11.21 1.76 107.58 1.10 118.49 23 711 0.36 0.105 0.09 17.20 0.10 0.003 11.24 1.80 98.81 1.16 114.15 22 684 0.36 0.120 0.11 17.20 0.11 0.001 11.32 1.85 89.64 1.20 107.76 21 657 0.36 0.139 0.13 17.20 0.14 0.003 11.38 1.91 80.23 1.25 99.91 20 629 0.36 0.164 0.16 17.20 0.17 0.002 11.43 1.99 70.80 1.30 91.87 19 604 0.36 0.193 0.20 17.20 0.22 0.002 11.49 2.07 61.77 1.38 85.38 18 579 0.36 0.230 0.26 17.20 0.27 0.004 11.56 2.19 51.37 1.59 81.53 18 548 0.36 0.294 0.33 17.20 0.35 0.006 11.62 2.34 40.52 2.08 84.23 20 509 0.36 0.413 0.41 17.20 0.44 0.006 11.71 2.49 31.74 2.91 92.33 24 473 0.36 0.606 0.50 17.20 0.53 0.012 11.75 2.65 23.68 4.20 99.58 0 0 0.36 0.000 0.00 0.00 0.00 0.000 11.88 2.75 19.24 5.22 100.48 0 0 0.37 0.000 0.00 0.00 0.00 0.000 11.91 2.87 14.87 6.79 100.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.02 2.95 12.74 7.97 101.48 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.07 3.04 10.73 9.46 101.42 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.12 3.08 9.81 10.21 100.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.16 3.14 8.65 11.38 98.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.25 3.18 7.76 12.33 95.67 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.30 3.20 7.25 12.69 91.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.34 3.17 7.22 12.15 87.75 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.44 3.15 7.21 11.66 84.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.48 3.10 7.57 10.61 80.33 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.62 3.06 7.96 9.77 77.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.63 3.01 8.47 9.00 76.24 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.67 2.99 9.05 8.70 78.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 69 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 12.81 2.98 9.69 8.45 81.84 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.84 2.94 11.01 7.84 86.29 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.90 2.91 12.24 7.28 89.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.95 2.83 14.79 6.24 92.24 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.03 2.80 16.67 5.80 96.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.08 2.77 18.85 5.44 102.49 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.13 2.77 20.29 5.47 111.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.22 2.75 22.96 5.27 121.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.31 2.74 25.21 5.15 129.81 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.34 2.73 27.17 5.07 137.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.40 2.74 27.96 5.14 143.83 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.46 2.75 28.81 5.23 150.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.54 2.76 29.27 5.33 156.04 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.59 2.77 29.45 5.51 162.15 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.68 2.79 29.05 5.73 166.55 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.71 2.81 28.56 6.03 172.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.87 2.83 27.83 6.28 174.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.92 2.83 27.42 6.25 171.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.96 2.81 27.10 5.97 161.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.00 2.77 26.69 5.53 147.75 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.05 2.78 25.86 5.55 143.67 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.14 2.80 24.89 5.84 145.38 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.19 2.89 22.27 7.02 156.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.29 3.03 17.71 9.36 165.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.31 3.08 16.43 10.28 168.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.39 3.06 16.95 9.89 167.61 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.47 2.97 19.51 8.26 161.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.52 2.97 18.87 8.25 155.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.61 2.96 18.34 8.13 149.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.65 2.95 18.15 7.93 143.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.70 2.93 18.53 7.62 141.18 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.79 2.91 19.03 7.29 138.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.84 2.89 20.01 7.02 140.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.93 2.89 20.70 7.02 145.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.97 2.90 21.22 7.25 153.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.07 2.92 21.25 7.52 159.76 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.11 2.93 21.69 7.58 164.41 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.16 2.91 22.31 7.41 165.40 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.23 2.91 22.60 7.28 164.64 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.30 2.91 22.31 7.31 163.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.43 2.91 21.76 7.42 161.45 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.47 2.92 21.40 7.49 160.37 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.53 2.92 21.23 7.54 160.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.57 2.92 21.25 7.55 160.37 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.62 2.92 21.47 7.58 162.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.69 2.93 22.05 7.59 167.36 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.76 2.93 22.38 7.70 172.42 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.82 2.94 22.58 7.78 175.79 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 70 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 15.90 2.94 22.31 7.86 175.29 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.95 2.95 21.83 7.98 174.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.04 2.96 21.22 8.17 173.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.09 2.98 20.71 8.37 173.41 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.18 2.98 20.54 8.40 172.56 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.22 2.97 20.66 8.30 171.45 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.29 2.96 20.79 8.20 170.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.36 2.96 20.86 8.13 169.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.42 2.96 20.74 8.17 169.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.50 2.97 20.56 8.22 168.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.54 2.98 20.01 8.41 168.37 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.66 2.99 19.36 8.64 167.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.68 3.01 18.65 8.91 166.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.76 3.02 18.11 9.12 165.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.87 3.03 17.56 9.35 164.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.89 3.05 17.16 9.61 164.94 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.96 3.07 16.77 9.97 167.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.01 3.09 16.02 10.49 168.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.19 3.11 15.22 10.90 165.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.23 3.12 14.66 11.09 162.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.25 3.11 14.41 10.77 155.24 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.33 3.08 14.13 10.16 143.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.37 3.04 13.90 9.52 132.35 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.46 3.03 13.68 9.31 127.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.56 3.04 13.51 9.48 128.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.60 3.05 13.34 9.61 128.22 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.65 3.05 13.23 9.68 128.11 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.74 3.06 13.09 9.78 128.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.80 3.06 13.08 9.79 128.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.89 3.05 13.07 9.74 127.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.94 3.05 13.16 9.61 126.51 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.98 3.03 13.42 9.38 125.83 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.06 3.03 13.68 9.23 126.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.12 3.02 14.02 9.18 128.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.21 3.03 14.23 9.25 131.65 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.25 3.03 14.48 9.30 134.62 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.31 3.03 14.66 9.38 137.42 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.39 3.04 14.84 9.56 141.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.49 3.05 14.94 9.75 145.75 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.52 3.06 15.05 9.85 148.13 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.63 3.06 14.94 9.90 147.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.66 3.06 14.92 9.91 147.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.72 3.07 14.77 10.02 147.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.81 3.07 14.54 10.13 147.22 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.86 3.08 14.28 10.21 145.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.91 3.08 14.14 10.21 144.33 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.03 3.08 14.01 10.24 143.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.05 3.07 14.28 9.99 142.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 71 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 19.15 3.05 14.59 9.67 141.14 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.18 3.02 15.35 9.08 139.31 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.27 3.01 15.46 8.99 138.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.32 3.01 15.41 9.02 138.94 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.36 3.04 14.77 9.47 139.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.46 3.05 14.45 9.68 139.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.50 3.06 14.21 9.83 139.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.59 3.05 14.25 9.71 138.46 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.64 3.04 14.39 9.53 137.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.69 3.02 14.71 9.18 135.06 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.78 3.02 14.75 9.07 133.72 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.82 3.02 14.54 9.21 133.83 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.00 3.05 14.01 9.63 134.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.03 3.08 13.44 10.14 136.37 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.06 3.08 13.35 10.23 136.55 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.09 3.09 13.24 10.38 137.48 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.18 3.09 13.26 10.45 138.62 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.23 3.11 13.07 10.72 140.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.28 3.11 12.78 10.85 138.65 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.37 3.10 12.80 10.57 135.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.42 3.09 12.54 10.49 131.46 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.51 3.09 12.39 10.41 129.04 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.56 3.09 12.04 10.49 126.38 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.65 3.10 11.68 10.61 123.94 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.69 3.11 11.20 10.89 122.00 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.74 3.15 10.47 11.62 121.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.83 3.17 10.00 12.17 121.72 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.88 3.20 9.61 12.73 122.41 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.97 3.21 9.43 13.03 122.91 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.01 3.22 9.30 13.29 123.60 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.07 3.23 9.25 13.39 123.84 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.16 3.24 9.20 13.56 124.79 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.25 3.25 9.13 13.80 125.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.29 3.26 9.00 14.15 127.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.34 3.28 8.65 14.77 127.78 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.44 3.31 8.25 15.42 127.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.48 3.33 7.85 16.05 126.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.52 3.35 7.45 16.59 123.66 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.62 3.37 7.06 17.15 121.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.66 3.38 6.76 17.42 117.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.76 3.38 6.59 17.40 114.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.80 3.38 6.42 17.32 111.13 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.94 3.37 6.32 17.19 108.60 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.99 3.36 6.28 16.97 106.53 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.03 3.35 6.32 16.62 104.97 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.08 3.35 6.30 16.50 103.92 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.12 3.33 6.47 15.89 102.78 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.26 3.31 6.61 15.56 102.76 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 72 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 22.30 3.30 6.83 15.11 103.14 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.31 3.30 7.01 15.09 105.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.40 3.31 7.08 15.41 109.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.45 3.31 7.37 15.57 114.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.55 3.32 7.62 15.60 118.85 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.60 3.30 7.96 15.30 121.75 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.65 3.30 8.04 15.18 122.04 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.78 3.30 8.01 15.21 121.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.80 3.30 8.00 15.27 122.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.88 3.31 8.02 15.32 122.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.90 3.30 8.17 15.25 124.55 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.98 3.29 8.40 14.98 125.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.04 3.27 8.90 14.37 127.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.14 3.25 9.36 13.86 129.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.18 3.22 10.05 13.27 133.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.27 3.21 10.50 12.96 136.04 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.30 3.19 11.33 12.51 141.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.43 3.18 11.90 12.23 145.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.48 3.16 12.52 11.90 148.98 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.50 3.15 12.93 11.59 149.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.57 3.12 13.55 11.05 149.81 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.64 3.08 14.52 10.29 149.47 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.71 3.04 15.76 9.40 148.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.76 2.99 17.22 8.54 147.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.87 2.95 18.23 7.99 145.66 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.90 2.92 19.13 7.52 143.79 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.98 2.89 19.93 6.99 139.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.09 2.84 20.95 6.42 134.53 0 0 0.38 0.000 0.00 0.00 0.00 0.000 24.13 2.81 21.87 5.99 131.05 0 0 0.38 0.000 0.00 0.00 0.00 0.000 24.17 2.80 22.38 5.81 130.02 0 0 0.38 0.000 0.00 0.00 0.00 0.000 24.22 2.79 22.68 5.68 128.89 0 0 0.38 0.000 0.00 0.00 0.00 0.000 24.32 2.79 22.51 5.70 128.34 0 0 0.38 0.000 0.00 0.00 0.00 0.000 24.36 2.82 21.10 6.13 129.36 0 0 0.38 0.000 0.00 0.00 0.00 0.000 24.45 2.89 18.79 7.03 132.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.50 2.97 16.44 8.24 135.51 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.54 3.04 14.71 9.47 139.38 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.62 3.08 13.76 10.21 140.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.68 3.09 13.23 10.35 137.04 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.77 3.07 13.18 10.04 132.36 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.82 3.06 13.30 9.93 132.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.95 3.09 13.10 10.43 136.70 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.00 3.08 13.72 10.31 141.46 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.11 3.09 13.93 10.33 143.92 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.15 3.08 14.12 10.31 145.53 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.25 3.12 13.32 10.98 146.30 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.29 3.14 12.79 11.45 146.49 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.33 3.14 12.84 11.36 145.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.43 3.12 13.13 11.05 144.99 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 73 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 25.47 3.09 13.85 10.34 143.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.61 3.07 14.19 9.95 141.20 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.66 3.05 14.35 9.75 139.92 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.74 3.07 14.09 9.96 140.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.80 3.06 14.33 9.91 142.00 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.89 3.05 14.92 9.58 143.03 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.93 2.99 16.32 8.65 141.18 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.02 2.94 17.55 7.82 137.25 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.07 2.89 18.86 7.02 132.38 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.13 2.85 19.66 6.56 129.01 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.21 2.83 20.28 6.25 126.78 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.26 2.81 20.83 6.03 125.63 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.34 2.81 20.98 5.97 125.29 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.39 2.81 21.02 5.93 124.53 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.49 2.81 20.69 5.97 123.51 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.53 2.82 20.20 6.10 123.19 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.58 2.87 18.89 6.78 128.15 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.71 2.93 17.54 7.67 134.55 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.74 3.00 16.46 8.84 145.56 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.85 3.02 16.90 9.07 153.30 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.91 2.95 19.71 8.03 158.22 0 0 0.38 0.000 0.00 0.00 0.00 0.000 Total estimated settlement: 0.34 Abbreviations Qtn : Kc: Qtn,cs: Gmax: CSR: γ: evol(15): Nc: ev: Settle.: Normalized cone resistance Fines correction factor Equivalent clean sand normalized cone resistance Small strain shear modulus Soil cyclic stress ratio Cyclic shear strain Volumetric strain after 15 cycles Equivalent number of cycles Volumetric strain Calculated settlement :: Post-earthquake settlement due to soil liquefaction :: Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 27.04 30.74 2.00 0.00 0.001.00 27.09 30.31 2.00 0.00 0.001.00 27.13 26.96 2.00 0.00 0.001.00 27.18 25.83 2.00 0.00 0.001.00 27.27 31.37 2.00 0.00 0.001.00 27.31 36.66 2.00 0.00 0.001.00 27.41 42.61 2.00 0.00 0.001.00 27.45 42.64 2.00 0.00 0.001.00 27.52 50.59 2.00 0.00 0.001.00 27.56 124.00 0.46 1.96 0.011.00 27.66 133.94 0.53 1.84 0.021.00 27.70 147.25 0.68 1.42 0.011.00 27.79 162.13 0.96 0.56 0.011.00 27.84 174.28 1.39 0.00 0.001.00 27.93 187.95 2.00 0.00 0.001.00 27.98 175.10 1.42 0.00 0.001.00 28.03 162.81 0.97 0.56 0.001.00 28.11 173.95 1.36 0.00 0.001.00 28.21 192.76 2.00 0.00 0.001.00 28.25 201.46 2.00 0.00 0.001.00 28.39 236.94 2.00 0.00 0.001.00 28.44 251.68 2.00 0.00 0.001.00 28.48 258.08 2.00 0.00 0.001.00 28.58 276.42 2.00 0.00 0.001.00 28.62 279.04 2.00 0.00 0.001.00 28.71 300.56 2.00 0.00 0.001.00 28.75 304.51 2.00 0.00 0.001.00 28.82 306.93 2.00 0.00 0.001.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 74 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 28.90 320.82 2.00 0.00 0.001.00 28.95 325.87 2.00 0.00 0.001.00 29.04 336.70 2.00 0.00 0.001.00 29.08 344.64 2.00 0.00 0.001.00 29.15 347.47 2.00 0.00 0.001.00 29.22 346.92 2.00 0.00 0.001.00 29.27 360.40 2.00 0.00 0.001.00 29.34 346.23 2.00 0.00 0.001.00 29.41 358.33 2.00 0.00 0.001.00 29.47 356.55 2.00 0.00 0.001.00 29.54 343.87 2.00 0.00 0.001.00 29.64 343.12 2.00 0.00 0.001.00 29.69 334.99 2.00 0.00 0.001.00 29.73 331.40 2.00 0.00 0.001.00 29.82 334.63 2.00 0.00 0.001.00 29.86 332.48 2.00 0.00 0.001.00 29.96 334.25 2.00 0.00 0.001.00 29.99 330.06 2.00 0.00 0.001.00 30.05 325.09 2.00 0.00 0.001.00 30.12 241.12 2.00 0.00 0.001.00 30.20 305.59 2.00 0.00 0.001.00 30.25 302.09 2.00 0.00 0.001.00 30.35 301.57 2.00 0.00 0.001.00 30.39 303.56 2.00 0.00 0.001.00 30.49 298.64 2.00 0.00 0.001.00 30.53 296.00 2.00 0.00 0.001.00 30.58 298.09 2.00 0.00 0.001.00 30.67 296.15 2.00 0.00 0.001.00 30.72 297.40 2.00 0.00 0.001.00 30.81 290.40 2.00 0.00 0.001.00 30.86 279.64 2.00 0.00 0.001.00 30.91 276.66 2.00 0.00 0.001.00 30.99 275.15 2.00 0.00 0.001.00 31.04 268.95 2.00 0.00 0.001.00 31.14 262.14 2.00 0.00 0.001.00 31.18 260.09 2.00 0.00 0.001.00 31.31 256.14 2.00 0.00 0.001.00 31.39 253.25 2.00 0.00 0.001.00 31.46 245.84 2.00 0.00 0.001.00 31.50 236.66 2.00 0.00 0.001.00 31.59 210.38 2.00 0.00 0.001.00 31.66 213.34 2.00 0.00 0.001.00 31.72 203.81 2.00 0.00 0.001.00 31.77 199.57 2.00 0.00 0.001.00 31.83 186.32 2.00 0.00 0.001.00 31.94 169.32 1.10 0.39 0.011.00 31.96 175.62 1.35 0.00 0.001.00 32.10 188.41 2.00 0.00 0.001.00 32.14 187.89 2.00 0.00 0.001.00 32.19 186.98 2.00 0.00 0.001.00 32.24 198.25 2.00 0.00 0.001.00 32.34 178.26 1.48 0.00 0.001.00 32.38 183.34 1.79 0.00 0.001.00 32.42 175.16 1.32 0.19 0.001.00 32.51 166.50 1.00 0.55 0.011.00 32.56 159.12 0.82 1.03 0.011.00 32.66 145.52 0.60 1.72 0.021.00 32.70 141.56 0.56 1.76 0.011.00 32.76 134.06 0.49 1.84 0.011.00 32.83 127.40 0.45 1.92 0.021.00 32.89 122.97 0.42 1.97 0.011.00 32.98 115.49 0.38 2.08 0.021.00 33.02 115.65 0.39 2.07 0.011.00 33.09 113.73 0.38 2.10 0.021.00 33.16 112.37 0.37 2.12 0.021.00 33.21 109.68 0.36 2.17 0.011.00 33.30 103.60 0.34 2.27 0.021.00 33.34 108.73 0.36 2.18 0.011.00 33.44 104.86 0.34 2.25 0.031.00 33.48 105.04 0.34 2.24 0.011.00 33.53 104.24 0.34 2.26 0.011.00 33.62 103.47 0.34 2.27 0.021.00 33.67 104.28 0.34 2.26 0.011.00 33.73 94.35 0.31 2.45 0.021.00 33.84 103.53 0.34 2.27 0.031.00 33.87 102.62 0.34 2.29 0.011.00 33.92 102.67 0.34 2.29 0.011.00 34.01 102.80 0.34 2.28 0.021.00 34.06 102.54 0.33 2.29 0.011.00 34.15 101.85 0.33 2.30 0.021.00 34.19 100.14 0.33 2.33 0.011.00 34.26 99.44 0.32 2.35 0.021.00 34.33 99.41 0.32 2.35 0.021.00 34.39 98.97 0.32 2.36 0.021.00 34.47 98.07 0.32 2.37 0.021.00 34.52 97.94 0.32 2.38 0.011.00 34.61 32.05 2.00 0.00 0.001.00 34.66 28.67 2.00 0.00 0.001.00 34.72 24.82 2.00 0.00 0.001.00 34.79 22.03 2.00 0.00 0.001.00 34.89 23.64 2.00 0.00 0.001.00 34.93 25.62 2.00 0.00 0.001.00 35.01 27.11 2.00 0.00 0.001.00 35.06 28.48 2.00 0.00 0.001.00 35.11 28.96 2.00 0.00 0.001.00 35.20 25.11 2.00 0.00 0.001.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 75 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 35.24 20.87 1.75 0.50 0.001.00 35.34 16.28 1.45 0.50 0.011.00 35.38 14.74 1.20 0.50 0.001.00 35.44 12.17 1.10 0.50 0.001.00 35.61 13.05 1.05 0.50 0.011.00 35.65 13.30 1.09 0.50 0.001.00 35.66 13.49 1.11 0.50 0.001.00 35.71 13.74 1.16 0.50 0.001.00 35.80 14.84 1.21 0.50 0.011.00 35.84 15.29 1.26 0.50 0.001.00 35.93 15.66 1.28 0.50 0.011.00 35.98 15.52 1.27 0.50 0.001.00 36.03 15.04 1.22 0.50 0.001.00 36.10 14.18 1.14 0.50 0.001.00 36.17 12.79 1.04 0.50 0.001.00 36.25 11.55 0.94 0.50 0.011.00 36.30 10.64 0.88 0.50 0.001.00 36.37 10.76 0.85 0.50 0.001.00 36.44 10.81 0.87 0.50 0.001.00 36.49 11.25 0.92 0.50 0.001.00 36.58 12.58 0.97 0.50 0.011.00 36.63 12.64 0.97 0.50 0.001.00 36.72 11.34 0.91 0.50 0.011.00 36.77 10.57 0.82 0.50 0.001.00 36.81 9.29 0.74 0.50 0.001.00 36.90 8.58 0.68 0.50 0.011.00 36.95 8.71 0.67 0.50 0.001.00 37.04 9.01 0.68 0.50 0.011.00 37.09 8.81 0.67 0.50 0.001.00 37.17 8.55 0.66 0.50 0.001.00 37.22 8.48 0.63 0.50 0.001.00 37.29 8.03 0.66 0.50 0.001.00 37.36 9.66 0.72 0.50 0.001.00 37.42 10.46 0.81 0.50 0.001.00 37.48 11.27 0.86 0.50 0.001.00 37.56 11.26 0.87 0.50 0.011.00 37.61 11.00 0.82 0.50 0.001.00 37.72 9.54 0.77 0.50 0.011.00 37.75 9.41 0.72 0.50 0.001.00 37.80 9.34 0.72 0.50 0.001.00 37.89 9.76 0.74 0.50 0.011.00 37.93 10.13 0.79 0.50 0.001.00 38.03 10.99 0.83 0.50 0.011.00 38.07 11.30 0.87 0.50 0.001.00 38.13 11.66 0.89 0.50 0.001.00 38.21 11.52 0.88 0.50 0.001.00 38.27 10.94 0.84 0.50 0.001.00 38.35 10.44 0.79 0.50 0.001.00 38.40 9.68 0.72 0.50 0.001.00 38.48 8.75 0.66 0.50 0.011.00 38.53 8.07 0.59 0.50 0.001.00 38.63 7.38 0.55 0.50 0.011.00 38.68 7.26 0.52 0.50 0.001.00 38.72 7.13 0.51 0.50 0.001.00 38.81 7.00 0.50 0.50 0.011.00 38.90 6.99 0.49 0.50 0.011.00 38.91 6.99 0.49 0.50 0.001.00 39.00 6.98 0.50 0.50 0.001.00 39.05 7.10 0.51 0.50 0.001.00 39.15 7.39 0.52 0.50 0.011.00 39.18 7.45 0.53 0.50 0.001.00 39.27 7.44 0.52 0.50 0.011.00 39.32 7.25 0.50 0.50 0.001.00 39.40 6.76 0.47 0.50 0.001.00 39.46 6.28 0.43 0.50 0.001.00 39.53 5.98 0.41 0.50 0.001.00 39.59 5.94 0.39 0.50 0.001.00 39.65 5.73 0.39 0.50 0.001.00 39.73 5.90 0.40 0.50 0.011.00 39.78 6.13 0.41 0.50 0.001.00 39.85 6.31 0.43 0.50 0.001.00 39.92 6.42 0.43 0.50 0.001.00 39.96 6.41 0.43 0.50 0.001.00 40.05 6.17 0.45 0.50 0.011.00 40.09 7.29 0.57 0.50 0.001.00 40.24 10.60 0.70 0.50 0.011.00 40.28 11.13 0.83 0.50 0.001.00 40.30 11.87 0.90 0.50 0.001.00 40.38 13.39 1.07 0.50 0.001.00 40.47 17.42 1.28 0.50 0.011.00 40.51 20.37 1.64 0.50 0.001.00 40.56 27.58 1.91 0.50 0.001.00 40.65 28.35 1.92 0.50 0.011.00 40.70 21.15 1.63 0.50 0.001.00 40.79 15.77 1.23 0.50 0.011.00 40.88 12.43 0.99 0.50 0.011.00 40.90 11.88 0.87 0.50 0.001.00 40.98 11.14 0.82 0.50 0.001.00 41.02 10.89 0.75 0.50 0.001.00 41.11 9.14 0.68 0.50 0.011.00 41.15 8.48 0.58 0.50 0.001.00 41.25 7.40 0.54 0.50 0.011.00 41.34 7.39 0.51 0.50 0.011.00 41.38 7.45 0.51 0.50 0.001.00 41.43 7.50 0.51 0.50 0.001.00 41.48 7.49 0.50 0.50 0.001.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 76 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 41.57 7.13 0.49 0.50 0.011.00 41.62 7.07 0.48 0.50 0.001.00 41.67 7.07 0.48 0.50 0.001.00 41.76 7.06 0.47 0.50 0.011.00 41.80 7.05 0.48 0.50 0.001.00 41.90 7.16 0.48 0.50 0.011.00 41.94 7.16 0.48 0.50 0.001.00 42.01 7.21 0.48 0.50 0.001.00 42.08 7.26 0.49 0.50 0.001.00 42.17 7.54 0.51 0.50 0.011.00 42.22 7.65 0.52 0.50 0.001.00 42.26 7.71 0.52 0.50 0.001.00 42.36 7.76 0.52 0.50 0.011.00 42.40 7.75 0.53 0.50 0.001.00 42.50 7.97 0.53 0.50 0.011.00 42.54 7.85 0.53 0.50 0.001.00 42.59 7.62 0.51 0.50 0.001.00 42.66 7.32 0.49 0.50 0.001.00 42.73 7.02 0.47 0.50 0.001.00 42.82 6.79 0.45 0.50 0.011.00 42.89 6.78 0.45 0.50 0.001.00 43.00 6.89 0.45 0.50 0.011.00 43.02 6.94 0.45 0.50 0.001.00 43.05 6.93 0.45 0.50 0.001.00 43.14 6.93 0.45 0.50 0.011.00 43.23 6.81 0.44 0.50 0.011.00 43.25 6.75 0.44 0.50 0.001.00 43.33 6.74 0.44 0.50 0.001.00 43.38 6.74 0.44 0.50 0.001.00 43.47 6.79 0.44 0.50 0.011.00 43.50 6.89 0.47 0.50 0.001.00 43.60 7.74 0.50 0.50 0.011.00 43.65 8.03 0.54 0.50 0.001.00 43.74 8.47 0.55 0.50 0.011.00 43.79 8.18 0.55 0.50 0.001.00 43.83 8.18 0.55 0.50 0.001.00 43.92 8.17 0.55 0.50 0.011.00 43.97 8.56 0.63 0.50 0.001.00 44.03 11.04 0.83 0.50 0.001.00 44.11 16.23 1.24 0.50 0.001.00 44.20 25.32 1.62 0.50 0.011.00 44.25 27.60 1.92 0.50 0.001.00 44.29 29.17 1.96 0.50 0.001.00 44.39 27.12 1.83 0.50 0.011.00 44.43 21.96 1.56 0.50 0.001.00 44.53 17.51 1.22 0.50 0.011.00 44.62 12.81 0.97 0.50 0.011.00 44.67 11.63 0.77 0.50 0.001.00 44.75 9.44 0.68 0.50 0.011.00 44.80 8.92 0.59 0.50 0.001.00 44.85 8.12 0.55 0.50 0.001.00 44.89 7.84 0.50 0.50 0.001.00 44.99 7.32 0.48 0.50 0.011.00 45.03 7.20 0.44 0.50 0.001.00 45.09 6.31 0.43 0.50 0.001.00 45.19 7.02 0.43 0.50 0.011.00 45.23 6.96 0.44 0.50 0.001.00 45.28 6.73 0.42 0.50 0.001.00 45.37 6.50 0.40 0.50 0.011.00 45.42 6.28 0.39 0.50 0.001.00 45.51 6.05 0.37 0.50 0.011.00 45.56 5.83 0.35 0.50 0.001.00 45.62 5.71 0.34 0.50 0.001.00 45.70 5.65 0.34 0.50 0.001.00 45.75 5.53 0.33 0.50 0.001.00 45.84 5.42 0.32 0.50 0.011.00 45.88 5.47 0.32 0.50 0.001.00 45.97 5.47 0.32 0.50 0.011.00 46.02 5.41 0.32 0.50 0.001.00 46.06 5.35 0.31 0.50 0.001.00 46.16 5.35 0.31 0.50 0.011.00 46.20 5.34 0.32 0.50 0.001.00 46.29 5.72 0.33 0.50 0.011.00 46.33 5.83 0.36 0.50 0.001.00 46.43 6.31 0.39 0.50 0.011.00 46.48 6.91 0.42 0.50 0.001.00 46.53 7.29 0.47 0.50 0.001.00 46.62 8.17 0.50 0.50 0.011.00 46.66 8.27 0.55 0.50 0.001.00 46.76 8.98 0.63 0.50 0.011.00 46.80 11.51 0.78 0.50 0.001.00 46.85 14.76 1.21 0.50 0.001.00 46.94 27.27 1.95 0.50 0.011.00 46.99 105.38 0.31 2.24 0.011.00 47.08 116.35 0.34 2.06 0.021.00 47.12 117.47 0.35 2.05 0.011.00 47.20 116.94 0.35 2.06 0.021.00 47.31 116.27 0.34 2.07 0.031.00 47.33 117.28 0.35 2.05 0.011.00 47.40 119.28 0.36 2.02 0.021.00 47.47 115.97 0.34 2.07 0.021.00 47.54 118.87 0.35 2.03 0.021.00 47.58 119.02 0.35 2.03 0.011.00 47.70 122.17 0.37 1.98 0.031.00 47.73 118.59 0.35 2.03 0.011.00 47.79 113.98 0.33 2.10 0.021.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 77 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 47.88 109.77 0.32 2.16 0.021.00 47.92 106.45 0.31 2.22 0.011.00 48.01 95.83 0.28 2.42 0.021.00 48.04 31.61 1.95 0.50 0.001.00 48.11 21.87 1.56 0.50 0.001.00 48.20 17.02 1.16 0.50 0.001.00 48.25 13.53 0.92 0.50 0.001.00 48.30 11.39 0.73 0.50 0.001.00 48.39 9.12 0.58 0.50 0.011.00 48.45 7.27 0.46 0.50 0.001.00 48.52 6.30 0.39 0.50 0.001.00 48.57 6.03 0.35 0.50 0.001.00 48.67 5.75 0.34 0.50 0.011.00 48.71 5.81 0.33 0.50 0.001.00 48.76 5.80 0.33 0.50 0.001.00 48.85 5.96 0.34 0.50 0.011.00 48.89 6.01 0.35 0.50 0.001.00 48.99 6.42 0.37 0.50 0.011.00 49.03 6.63 0.40 0.50 0.001.00 49.10 7.27 0.44 0.50 0.001.00 49.17 8.17 0.56 0.50 0.001.00 49.23 11.43 0.67 0.50 0.001.00 49.29 11.92 0.77 0.50 0.001.00 49.36 12.41 0.74 0.50 0.001.00 49.41 10.58 0.67 0.50 0.001.00 49.50 8.79 0.57 0.50 0.011.00 49.54 8.14 0.48 0.50 0.001.00 49.64 6.59 0.40 0.50 0.011.00 49.74 5.68 0.34 0.50 0.011.00 49.75 5.47 0.30 0.50 0.001.00 49.83 5.16 0.28 0.50 0.001.00 49.92 4.84 0.26 0.50 0.011.00 49.96 4.63 0.25 0.50 0.001.00 50.01 3.91 2.00 0.00 0.001.00 50.09 3.74 2.00 0.00 0.001.00 50.14 3.91 2.00 0.00 0.001.00 50.22 3.91 2.00 0.00 0.001.00 50.28 3.82 2.00 0.00 0.001.00 Total estimated settlement: 1.67 Abbreviations Qtn,cs: FS: ev (%): DF: Settlement: Equivalent clean sand normalized cone resistance Factor of safety against liquefaction Post-liquefaction volumentric strain ev depth weighting factor Calculated settlement CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 78 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation Idriss & Boulanger (2008) :: Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 0.09 0.49 54.25 42.49 4.06 0.07 8.200.78 0.14 0.60 54.25 51.72 4.06 0.07 6.200.95 0.23 0.84 54.25 72.53 4.06 0.07 5.211.34 0.28 37.58 1.61 97.23 2.20 0.04 0.6260.36 0.37 76.09 1.20 146.73 1.85 0.65 0.88122.22 0.45 112.98 1.00 181.48 1.67 0.73 0.87181.48 0.46 105.65 1.12 189.46 1.77 0.60 0.86169.70 0.55 93.03 1.22 182.73 1.88 0.28 0.84149.42 0.60 77.22 1.33 164.79 2.02 0.26 0.86124.02 0.66 66.28 1.48 156.99 2.13 0.20 0.85106.43 0.74 52.48 1.88 158.50 2.29 0.19 0.8484.25 0.83 41.45 2.57 170.93 2.44 0.13 0.7966.51 0.87 31.43 3.82 192.43 2.61 0.13 44.2750.41 0.94 26.37 4.93 208.29 2.72 0.12 34.5142.27 1.01 22.72 6.05 220.09 2.82 0.11 27.3536.41 1.06 19.85 7.09 225.42 2.89 0.11 22.8631.79 1.15 18.04 7.67 221.43 2.93 0.10 19.1028.87 1.21 16.71 7.92 211.77 2.95 0.10 16.8126.74 1.28 16.22 7.71 200.05 2.93 0.10 15.4125.94 1.33 15.86 7.50 190.06 2.92 0.10 14.4025.36 1.38 15.11 7.53 181.68 2.92 0.10 13.2524.14 1.47 14.48 7.23 167.20 2.90 0.09 11.9323.13 1.53 13.62 6.84 148.67 2.87 0.09 10.8221.74 1.61 13.02 6.45 134.02 2.85 0.09 9.8520.77 1.66 12.39 6.61 130.65 2.86 0.09 9.0719.76 1.71 11.93 7.13 135.51 2.89 0.09 8.5019.01 1.80 11.37 7.72 139.81 2.93 0.09 7.6918.11 1.84 11.01 8.14 142.59 2.96 0.09 7.2717.51 1.91 10.80 8.39 144.08 2.98 0.09 6.8817.18 2.01 10.70 8.55 145.39 2.99 0.09 6.5117.01 2.05 10.37 8.91 146.77 3.01 0.09 6.1616.47 2.15 10.04 9.25 147.33 3.03 0.08 5.7115.94 2.19 9.85 9.42 147.08 3.04 0.08 5.5015.62 2.24 9.75 9.32 144.07 3.03 0.08 5.3215.46 2.33 9.65 9.18 140.46 3.02 0.08 5.0615.29 2.37 9.49 9.02 135.54 3.01 0.08 4.8915.03 2.47 9.36 8.94 132.40 3.01 0.08 4.6414.82 2.51 9.13 8.86 127.96 3.00 0.08 4.4514.44 2.60 8.81 8.93 124.24 3.01 0.08 4.1413.91 2.65 8.51 8.94 120.08 3.01 0.08 3.9313.43 2.70 8.35 8.81 115.95 3.00 0.08 3.7913.17 2.79 8.35 8.53 112.23 2.98 0.08 3.6713.16 2.84 8.36 8.30 109.22 2.97 0.08 3.6113.16 2.93 8.36 8.24 108.44 2.97 0.08 3.5113.16 2.96 8.39 8.19 108.24 2.96 0.08 3.4813.22 3.02 8.40 8.27 109.36 2.97 0.08 3.4213.22 3.11 8.37 8.44 110.97 2.98 0.08 3.3113.16 3.16 8.30 8.67 113.18 2.99 0.08 3.2413.05 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 79 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 3.25 8.27 8.82 114.57 3.00 0.08 3.1412.99 3.29 8.27 8.78 114.08 3.00 0.08 3.1012.99 3.43 8.47 8.35 111.05 2.97 0.08 3.0513.30 3.48 9.16 7.21 103.83 2.90 0.08 3.2514.40 3.57 10.38 5.80 94.86 2.80 0.08 3.6116.35 3.61 12.41 4.18 81.93 2.65 0.08 4.2819.62 3.73 14.25 3.21 72.44 2.53 0.09 0.7122.56 3.76 16.26 2.48 63.93 2.42 0.08 0.7125.78 3.85 17.47 2.17 60.16 2.36 0.08 0.7127.73 3.90 18.86 1.91 57.24 2.30 0.08 0.7129.94 3.94 20.11 1.76 56.15 2.25 0.08 0.7231.95 4.01 21.65 1.64 56.43 2.21 0.08 0.7234.43 4.08 23.10 1.57 57.69 2.18 0.08 0.7236.75 4.15 24.64 1.51 59.41 2.16 0.08 0.7239.22 4.22 26.09 1.47 60.89 2.13 0.08 0.7341.54 4.28 27.30 1.43 62.21 2.11 0.08 0.7343.49 4.36 28.09 1.41 63.30 2.10 0.08 0.7344.75 4.40 28.95 1.41 64.87 2.09 0.09 0.7346.12 4.49 30.17 1.38 66.31 2.07 0.09 0.7348.07 4.54 32.04 1.33 67.80 2.02 0.08 0.7351.08 4.63 33.92 1.29 69.52 1.97 0.08 0.7254.08 4.68 35.49 1.00 56.61 1.93 0.08 0.7256.61 4.73 36.68 1.00 58.50 1.92 0.08 0.7158.50 4.82 37.00 1.00 59.02 1.93 0.09 0.7259.02 4.87 37.69 1.26 75.57 1.93 0.09 0.7260.13 4.96 38.51 1.26 77.13 1.93 0.09 0.7261.44 5.00 39.53 1.25 78.98 1.92 0.09 0.7363.07 5.06 39.63 1.26 79.58 1.93 0.09 0.7363.22 5.14 37.69 1.29 77.76 1.98 0.10 0.7460.10 5.20 34.33 1.37 75.00 2.06 0.10 0.7554.70 5.25 29.67 1.58 74.74 2.19 0.10 0.7547.20 5.34 25.20 1.98 79.37 2.32 0.10 0.7440.01 5.38 21.36 2.70 91.23 2.46 0.10 0.7333.83 5.47 18.33 3.60 104.29 2.58 0.09 0.7328.97 5.53 16.03 4.71 118.97 2.70 0.09 3.6725.27 5.61 14.39 5.68 128.59 2.79 0.09 3.2422.62 5.66 13.41 6.41 134.95 2.84 0.09 2.9921.04 5.75 12.92 6.76 136.91 2.87 0.09 2.8320.24 5.80 12.72 6.88 136.97 2.88 0.09 2.7619.92 5.84 13.44 6.26 131.95 2.83 0.09 2.8921.08 5.93 14.60 5.42 124.35 2.76 0.09 3.1022.92 5.98 17.29 4.01 109.36 2.63 0.09 3.6627.24 6.07 19.95 3.07 96.85 2.51 0.10 0.7331.51 6.11 24.28 2.18 83.91 2.36 0.09 0.7338.47 6.21 28.16 1.74 77.78 2.25 0.10 0.7544.69 6.26 31.77 1.49 75.46 2.15 0.10 0.7550.49 6.30 34.01 1.39 75.06 2.08 0.09 0.7554.08 6.40 35.29 1.34 75.31 2.04 0.10 0.7556.13 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 80 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 6.44 36.47 1.31 76.25 2.01 0.09 0.7458.02 6.54 37.03 1.31 77.06 2.00 0.09 0.7458.91 6.57 37.56 1.31 78.00 2.00 0.09 0.7459.76 6.63 37.43 1.32 78.30 2.01 0.10 0.7559.54 6.72 36.90 1.34 78.42 2.03 0.10 0.7558.69 6.76 35.49 1.40 78.74 2.08 0.10 0.7556.41 6.86 33.52 1.50 79.96 2.15 0.10 0.7553.24 6.90 30.92 1.71 83.75 2.23 0.10 0.7549.07 6.97 28.29 2.01 90.11 2.32 0.10 0.7544.84 7.04 26.06 2.38 98.19 2.40 0.10 0.7541.24 7.09 23.82 2.85 107.31 2.48 0.10 0.7437.64 7.18 22.24 3.25 113.90 2.54 0.10 0.7335.10 7.23 21.19 3.55 118.63 2.58 0.10 0.7333.41 7.32 21.33 3.13 105.14 2.52 0.10 0.7333.62 7.41 21.69 2.66 90.78 2.45 0.09 0.7334.19 7.45 21.98 2.22 76.76 2.37 0.09 0.7334.65 7.50 21.91 2.26 78.14 2.38 0.09 0.7334.54 7.55 21.26 2.41 80.70 2.41 0.09 0.7333.48 7.64 20.54 2.57 82.94 2.43 0.09 0.7232.31 7.69 19.93 2.70 84.49 2.46 0.09 0.7231.34 7.75 19.87 2.76 86.27 2.47 0.09 0.7231.23 7.83 20.00 2.87 90.38 2.48 0.09 0.7231.44 7.89 20.12 3.07 96.91 2.51 0.09 0.7331.62 7.97 19.92 3.29 103.06 2.54 0.09 0.7331.29 8.03 19.26 3.55 107.45 2.58 0.09 0.7230.23 8.10 18.18 3.90 111.01 2.62 0.09 2.8228.48 8.15 16.86 4.41 116.20 2.67 0.09 2.5926.37 8.23 15.55 5.06 122.75 2.73 0.09 2.3624.25 8.29 14.66 5.62 128.26 2.78 0.09 2.2122.81 8.33 14.43 5.81 130.37 2.80 0.09 2.1622.44 8.40 14.33 5.81 129.34 2.80 0.09 2.1322.28 8.47 13.41 6.13 127.51 2.82 0.09 1.9720.79 8.56 12.19 6.71 126.29 2.87 0.08 1.7618.83 8.61 10.85 7.73 128.79 2.94 0.08 1.5516.66 8.70 10.22 8.45 132.27 2.98 0.08 1.4415.65 8.75 9.53 9.34 135.75 3.03 0.08 1.3314.54 8.84 9.20 9.73 136.23 3.05 0.08 1.2714.00 8.89 8.97 9.94 135.48 3.07 0.08 1.2313.62 8.93 8.97 9.80 133.49 3.06 0.08 1.2213.62 8.99 8.94 9.32 126.41 3.03 0.08 1.2113.56 9.07 8.97 8.55 116.37 2.99 0.08 1.2013.61 9.14 9.04 7.96 109.17 2.95 0.08 1.2013.71 9.21 9.21 7.81 109.20 2.94 0.08 1.2213.97 9.25 9.31 8.13 114.96 2.96 0.08 1.2314.13 9.35 9.31 8.51 120.17 2.98 0.08 1.2114.12 9.39 9.18 9.06 125.93 3.02 0.08 1.1913.90 9.45 9.08 9.52 130.79 3.04 0.08 1.1713.74 9.54 9.04 9.79 133.84 3.06 0.08 1.1513.68 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 81 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 9.58 9.08 9.57 131.42 3.04 0.08 1.1513.73 9.71 9.08 9.21 126.28 3.02 0.08 1.1313.72 9.72 9.01 8.17 111.20 2.96 0.08 1.1213.61 9.81 9.04 7.45 101.73 2.92 0.08 1.1213.66 9.91 9.24 6.75 94.32 2.87 0.08 1.1313.96 9.94 10.10 6.42 98.46 2.84 0.08 1.2415.34 10.00 11.05 5.99 101.05 2.81 0.08 1.3616.86 10.04 12.36 5.62 106.66 2.78 0.08 1.5218.97 10.16 13.11 5.58 112.44 2.78 0.08 1.6020.17 10.18 13.64 5.76 120.89 2.79 0.08 1.6621.00 10.27 13.57 6.08 126.97 2.82 0.09 1.6420.90 10.32 13.87 6.17 131.78 2.82 0.08 1.6621.37 10.41 16.47 4.95 126.48 2.72 0.08 1.9725.54 10.50 20.58 3.66 116.22 2.59 0.09 0.7231.72 10.53 28.20 2.42 101.50 2.41 0.09 0.7341.96 10.59 35.99 1.82 94.44 2.27 0.10 0.7551.86 10.64 49.50 1.40 96.10 2.09 0.10 0.7568.56 10.73 65.17 1.25 108.79 1.92 0.12 0.7786.81 10.86 79.53 1.16 119.00 1.81 0.14 0.76102.65 10.88 87.55 1.08 120.25 1.75 0.15 0.76111.55 10.91 89.95 1.05 120.09 1.73 0.15 0.77114.05 10.96 92.02 1.03 120.19 1.72 0.15 0.77116.18 11.06 93.00 1.03 120.26 1.72 0.16 0.77116.81 11.09 90.38 1.06 120.17 1.73 0.15 0.77113.63 11.21 85.64 1.10 118.49 1.76 0.13 0.75107.58 11.24 78.18 1.16 114.15 1.80 0.13 0.7598.81 11.32 70.59 1.20 107.76 1.85 0.12 0.7489.64 11.38 62.70 1.25 99.91 1.91 0.10 0.7580.23 11.43 54.75 1.30 91.87 1.99 0.10 0.7670.80 11.49 47.23 1.38 85.38 2.07 0.10 0.7561.77 11.56 38.72 1.59 81.53 2.19 0.10 0.7551.37 11.62 29.94 2.08 84.23 2.34 0.09 0.7440.52 11.71 23.11 2.91 92.33 2.49 0.09 0.7131.74 11.75 16.96 4.20 99.58 2.65 0.09 1.7823.68 11.88 13.81 5.22 100.48 2.75 0.08 1.4219.24 11.91 10.62 6.79 100.90 2.87 0.08 1.0714.87 12.02 9.18 7.97 101.48 2.95 0.08 0.9112.74 12.07 7.86 9.46 101.42 3.04 0.08 0.7710.73 12.12 7.27 10.21 100.16 3.08 0.08 0.709.81 12.16 6.52 11.38 98.50 3.14 0.07 0.628.65 12.25 5.96 12.33 95.67 3.18 0.07 0.557.76 12.30 5.63 12.69 91.95 3.20 0.07 0.527.25 12.34 5.63 12.15 87.75 3.17 0.07 0.527.22 12.44 5.66 11.66 84.10 3.15 0.07 0.527.21 12.48 5.93 10.61 80.33 3.10 0.07 0.547.57 12.62 6.26 9.77 77.77 3.06 0.07 0.577.96 12.63 6.62 9.00 76.24 3.01 0.07 0.608.47 12.67 7.05 8.70 78.71 2.99 0.07 0.659.05 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 82 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 12.81 7.57 8.45 81.84 2.98 0.08 0.699.69 12.84 8.53 7.84 86.29 2.94 0.08 0.7911.01 12.90 9.48 7.28 89.17 2.91 0.08 0.8812.24 12.95 11.45 6.24 92.24 2.83 0.08 1.0714.79 13.03 12.97 5.80 96.74 2.80 0.08 1.2116.67 13.08 14.67 5.44 102.49 2.77 0.08 1.3818.85 13.13 15.79 5.47 111.08 2.77 0.08 1.4820.29 13.22 17.93 5.27 121.09 2.75 0.09 1.6822.96 13.31 19.77 5.15 129.81 2.74 0.09 1.8525.21 13.34 21.32 5.07 137.74 2.73 0.09 1.9927.17 13.40 22.01 5.14 143.83 2.74 0.09 2.0527.96 13.46 22.73 5.23 150.80 2.75 0.09 2.1128.81 13.54 23.19 5.33 156.04 2.76 0.10 2.1429.27 13.59 23.36 5.51 162.15 2.77 0.10 2.1529.45 13.68 23.16 5.73 166.55 2.79 0.10 2.1129.05 13.71 22.77 6.03 172.25 2.81 0.10 2.0728.56 13.87 22.41 6.28 174.82 2.83 0.09 2.0127.83 13.92 22.18 6.25 171.50 2.83 0.09 1.9827.42 13.96 22.05 5.97 161.82 2.81 0.09 1.9627.10 14.00 21.88 5.53 147.75 2.77 0.09 1.9426.69 14.05 21.29 5.55 143.67 2.78 0.09 1.8825.86 14.14 20.60 5.84 145.38 2.80 0.09 1.8024.89 14.19 18.40 7.02 156.27 2.89 0.09 1.6022.27 14.29 14.85 9.36 165.74 3.03 0.09 1.2617.71 14.31 13.86 10.28 168.88 3.08 0.08 1.1716.43 14.39 14.36 9.89 167.61 3.06 0.09 1.2116.95 14.47 16.49 8.26 161.08 2.97 0.09 1.3919.51 14.52 16.03 8.25 155.58 2.97 0.09 1.3518.87 14.61 15.71 8.13 149.09 2.96 0.09 1.3118.34 14.65 15.61 7.93 143.90 2.95 0.09 1.3018.15 14.70 15.97 7.62 141.18 2.93 0.09 1.3218.53 14.79 16.50 7.29 138.80 2.91 0.09 1.3619.03 14.84 17.39 7.02 140.54 2.89 0.09 1.4320.01 14.93 18.08 7.02 145.32 2.89 0.09 1.4820.70 14.97 18.54 7.25 153.87 2.90 0.09 1.5221.22 15.07 18.67 7.52 159.76 2.92 0.09 1.5221.25 15.11 19.10 7.58 164.41 2.93 0.09 1.5521.69 15.16 19.69 7.41 165.40 2.91 0.09 1.5922.31 15.23 20.05 7.28 164.64 2.91 0.09 1.6222.60 15.30 19.89 7.31 163.09 2.91 0.09 1.5922.31 15.43 19.59 7.42 161.45 2.91 0.09 1.5521.76 15.47 19.33 7.49 160.37 2.92 0.09 1.5321.40 15.53 19.27 7.54 160.02 2.92 0.09 1.5221.23 15.57 19.33 7.55 160.37 2.92 0.09 1.5221.25 15.62 19.59 7.58 162.69 2.92 0.09 1.5321.47 15.69 20.19 7.59 167.36 2.93 0.09 1.5822.05 15.76 20.58 7.70 172.42 2.93 0.09 1.6022.38 15.82 20.84 7.78 175.79 2.94 0.09 1.6122.58 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 83 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 15.90 20.71 7.86 175.29 2.94 0.09 1.5922.31 15.95 20.35 7.98 174.25 2.95 0.09 1.5621.83 16.04 19.92 8.17 173.27 2.96 0.09 1.5221.22 16.09 19.53 8.37 173.41 2.98 0.09 1.4820.71 16.18 19.50 8.40 172.56 2.98 0.09 1.4720.54 16.22 19.66 8.30 171.45 2.97 0.09 1.4820.66 16.29 19.86 8.20 170.43 2.96 0.09 1.4820.79 16.36 20.02 8.13 169.57 2.96 0.09 1.4920.86 16.42 19.99 8.17 169.34 2.96 0.09 1.4820.74 16.50 19.93 8.22 168.95 2.97 0.09 1.4720.56 16.54 19.47 8.41 168.37 2.98 0.09 1.4320.01 16.66 19.01 8.64 167.19 2.99 0.09 1.3819.36 16.68 18.38 8.91 166.28 3.01 0.09 1.3318.65 16.76 17.95 9.12 165.19 3.02 0.09 1.2918.11 16.87 17.56 9.35 164.10 3.03 0.09 1.2517.56 16.89 17.20 9.61 164.94 3.05 0.09 1.2317.16 16.96 16.90 9.97 167.21 3.07 0.09 1.2016.77 17.01 16.24 10.49 168.01 3.09 0.09 1.1416.02 17.19 15.65 10.90 165.87 3.11 0.08 1.0915.22 17.23 15.16 11.09 162.58 3.12 0.08 1.0514.66 17.25 14.93 10.77 155.24 3.11 0.08 1.0314.41 17.33 14.73 10.16 143.58 3.08 0.08 1.0114.13 17.37 14.53 9.52 132.35 3.04 0.08 0.9913.90 17.46 14.40 9.31 127.43 3.03 0.08 0.9813.68 17.56 14.31 9.48 128.08 3.04 0.08 0.9613.51 17.60 14.18 9.61 128.22 3.05 0.08 0.9513.34 17.65 14.11 9.68 128.11 3.05 0.08 0.9513.23 17.74 14.05 9.78 128.02 3.06 0.08 0.9413.09 17.80 14.08 9.79 128.02 3.06 0.08 0.9313.08 17.89 14.15 9.74 127.32 3.05 0.08 0.9313.07 17.94 14.28 9.61 126.51 3.05 0.08 0.9413.16 17.98 14.57 9.38 125.83 3.03 0.08 0.9613.42 18.06 14.90 9.23 126.17 3.03 0.08 0.9813.68 18.12 15.29 9.18 128.69 3.02 0.08 1.0014.02 18.21 15.59 9.25 131.65 3.03 0.08 1.0214.23 18.25 15.89 9.30 134.62 3.03 0.08 1.0314.48 18.31 16.12 9.38 137.42 3.03 0.08 1.0514.66 18.39 16.38 9.56 141.89 3.04 0.08 1.0614.84 18.49 16.58 9.75 145.75 3.05 0.08 1.0714.94 18.52 16.71 9.85 148.13 3.06 0.08 1.0715.05 18.63 16.71 9.90 147.89 3.06 0.08 1.0714.94 18.66 16.71 9.91 147.87 3.06 0.08 1.0714.92 18.72 16.61 10.02 147.96 3.07 0.08 1.0614.77 18.81 16.45 10.13 147.22 3.07 0.08 1.0414.54 18.86 16.22 10.21 145.77 3.08 0.08 1.0214.28 18.91 16.12 10.21 144.33 3.08 0.08 1.0114.14 19.03 16.09 10.24 143.43 3.08 0.08 1.0014.01 19.05 16.38 9.99 142.63 3.07 0.08 1.0214.28 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 84 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 19.15 16.81 9.67 141.14 3.05 0.08 1.0414.59 19.18 17.66 9.08 139.31 3.02 0.09 1.1015.35 19.27 17.86 8.99 138.96 3.01 0.09 1.1015.46 19.32 17.86 9.02 138.94 3.01 0.09 1.1015.41 19.36 17.20 9.47 139.87 3.04 0.09 1.0514.77 19.46 16.94 9.68 139.95 3.05 0.08 1.0314.45 19.50 16.71 9.83 139.68 3.06 0.08 1.0114.21 19.59 16.84 9.71 138.46 3.05 0.08 1.0214.25 19.64 17.04 9.53 137.10 3.04 0.08 1.0314.39 19.69 17.43 9.18 135.06 3.02 0.08 1.0514.71 19.78 17.56 9.07 133.72 3.02 0.09 1.0514.75 19.82 17.37 9.21 133.83 3.02 0.08 1.0414.54 20.00 16.94 9.63 134.90 3.05 0.08 1.0014.01 20.03 16.32 10.14 136.37 3.08 0.08 0.9613.44 20.06 16.24 10.23 136.55 3.08 0.08 0.9513.35 20.09 16.14 10.38 137.48 3.09 0.08 0.9513.24 20.18 16.24 10.45 138.62 3.09 0.08 0.9513.26 20.23 16.06 10.72 140.10 3.11 0.08 0.9313.07 20.28 15.76 10.85 138.65 3.11 0.08 0.9112.78 20.37 15.86 10.57 135.27 3.10 0.08 0.9112.80 20.42 15.60 10.49 131.46 3.09 0.08 0.9012.54 20.51 15.50 10.41 129.04 3.09 0.08 0.8912.39 20.56 15.14 10.49 126.38 3.09 0.08 0.8612.04 20.65 14.78 10.61 123.94 3.10 0.08 0.8311.68 20.69 14.25 10.89 122.00 3.11 0.08 0.8011.20 20.74 13.43 11.62 121.73 3.15 0.08 0.7510.47 20.83 12.94 12.17 121.72 3.17 0.08 0.7110.00 20.88 12.51 12.73 122.41 3.20 0.08 0.699.61 20.97 12.35 13.03 122.91 3.21 0.08 0.679.43 21.01 12.22 13.29 123.60 3.22 0.08 0.669.30 21.07 12.19 13.39 123.84 3.23 0.08 0.669.25 21.16 12.19 13.56 124.79 3.24 0.08 0.669.20 21.25 12.15 13.80 125.96 3.25 0.08 0.659.13 21.29 12.02 14.15 127.34 3.26 0.08 0.649.00 21.34 11.62 14.77 127.78 3.28 0.08 0.628.65 21.44 11.20 15.42 127.21 3.31 0.08 0.598.25 21.48 10.74 16.05 126.01 3.33 0.08 0.567.85 21.52 10.28 16.59 123.66 3.35 0.08 0.537.45 21.62 9.85 17.15 121.19 3.37 0.08 0.507.06 21.66 9.49 17.42 117.68 3.38 0.07 0.486.76 21.76 9.33 17.40 114.63 3.38 0.07 0.476.59 21.80 9.13 17.32 111.13 3.38 0.07 0.466.42 21.94 9.06 17.19 108.60 3.37 0.07 0.456.32 21.99 9.03 16.97 106.53 3.36 0.07 0.456.28 22.03 9.10 16.62 104.97 3.35 0.07 0.456.32 22.08 9.10 16.50 103.92 3.35 0.07 0.456.30 22.12 9.33 15.89 102.78 3.33 0.07 0.466.47 22.26 9.56 15.56 102.76 3.31 0.07 0.476.61 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 85 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 22.30 9.85 15.11 103.14 3.30 0.08 0.496.83 22.31 10.08 15.09 105.74 3.30 0.08 0.507.01 22.40 10.21 15.41 109.07 3.31 0.08 0.517.08 22.45 10.61 15.57 114.77 3.31 0.08 0.537.37 22.55 10.97 15.60 118.85 3.32 0.08 0.547.62 22.60 11.43 15.30 121.75 3.30 0.08 0.577.96 22.65 11.56 15.18 122.04 3.30 0.08 0.578.04 22.78 11.59 15.21 121.80 3.30 0.08 0.578.01 22.80 11.59 15.27 122.21 3.30 0.08 0.578.00 22.88 11.66 15.32 122.96 3.31 0.08 0.578.02 22.90 11.86 15.25 124.55 3.30 0.08 0.588.17 22.98 12.19 14.98 125.74 3.29 0.08 0.608.40 23.04 12.88 14.37 127.90 3.27 0.08 0.648.90 23.14 13.53 13.86 129.68 3.25 0.08 0.679.36 23.18 14.45 13.27 133.28 3.22 0.08 0.7210.05 23.27 15.11 12.96 136.04 3.21 0.08 0.7510.50 23.30 16.23 12.51 141.74 3.19 0.08 0.8111.33 23.43 17.08 12.23 145.52 3.18 0.08 0.8511.90 23.48 17.94 11.90 148.98 3.16 0.08 0.8912.52 23.50 18.50 11.59 149.87 3.15 0.08 0.9212.93 23.57 19.39 11.05 149.81 3.12 0.08 0.9713.55 23.64 20.73 10.29 149.47 3.08 0.09 1.0414.52 23.71 22.47 9.40 148.21 3.04 0.09 1.1315.76 23.76 24.47 8.54 147.01 2.99 0.09 1.2317.22 23.87 25.95 7.99 145.66 2.95 0.09 1.3018.23 23.90 27.21 7.52 143.79 2.92 0.09 1.3719.13 23.98 28.40 6.99 139.32 2.89 0.09 1.4219.93 24.09 29.91 6.42 134.53 2.84 0.09 1.5020.95 24.13 31.11 5.99 131.05 2.81 0.10 1.5621.87 24.17 31.83 5.81 130.02 2.80 0.10 1.5922.38 24.22 32.26 5.68 128.89 2.79 0.10 1.6122.68 24.32 32.18 5.70 128.34 2.79 0.10 1.6022.51 24.36 30.41 6.13 129.36 2.82 0.10 1.5021.10 24.45 27.40 7.03 132.07 2.89 0.09 1.3418.79 24.50 24.21 8.24 135.51 2.97 0.09 1.1716.44 24.54 21.84 9.47 139.38 3.04 0.09 1.0514.71 24.62 20.59 10.21 140.57 3.08 0.09 0.9813.76 24.68 19.91 10.35 137.04 3.09 0.09 0.9513.23 24.77 19.91 10.04 132.36 3.07 0.08 0.9413.18 24.82 20.11 9.93 132.01 3.06 0.08 0.9513.30 24.95 19.95 10.43 136.70 3.09 0.09 0.9413.10 25.00 20.87 10.31 141.46 3.08 0.08 0.9813.72 25.11 21.26 10.33 143.92 3.09 0.09 1.0013.93 25.15 21.56 10.31 145.53 3.08 0.09 1.0114.12 25.25 20.51 10.98 146.30 3.12 0.09 0.9513.32 25.29 19.79 11.45 146.49 3.14 0.08 0.9112.79 25.33 19.89 11.36 145.86 3.14 0.08 0.9212.84 25.43 20.38 11.05 144.99 3.12 0.09 0.9413.13 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 86 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 25.47 21.47 10.34 143.27 3.09 0.09 0.9913.85 25.61 22.09 9.95 141.20 3.07 0.09 1.0114.19 25.66 22.36 9.75 139.92 3.05 0.09 1.0214.35 25.74 22.06 9.96 140.32 3.07 0.09 1.0114.09 25.80 22.46 9.91 142.00 3.06 0.09 1.0214.33 25.89 23.41 9.58 143.03 3.05 0.09 1.0714.92 25.93 25.52 8.65 141.18 2.99 0.09 1.1716.32 26.02 27.42 7.82 137.25 2.94 0.09 1.2517.55 26.07 29.42 7.02 132.38 2.89 0.09 1.3518.86 26.13 30.67 6.56 129.01 2.85 0.09 1.4019.66 26.21 31.69 6.25 126.78 2.83 0.09 1.4520.28 26.26 32.51 6.03 125.63 2.81 0.10 1.4820.83 26.34 32.84 5.97 125.29 2.81 0.10 1.4920.98 26.39 32.94 5.93 124.53 2.81 0.10 1.5021.02 26.49 32.58 5.97 123.51 2.81 0.10 1.4720.69 26.53 31.95 6.10 123.19 2.82 0.09 1.4420.20 26.58 30.08 6.78 128.15 2.87 0.09 1.3518.89 26.71 28.17 7.67 134.55 2.93 0.09 1.2517.54 26.74 26.56 8.84 145.56 3.00 0.09 1.1816.46 26.85 27.35 9.07 153.30 3.02 0.09 1.2116.90 26.91 31.73 8.03 158.22 2.95 0.09 1.4119.71 27.04 35.97 7.09 158.39 2.89 0.10 1.6022.36 27.09 37.74 6.63 155.54 2.86 0.10 1.6823.46 27.13 35.74 6.92 152.97 2.88 0.10 1.5822.12 27.18 36.23 6.80 152.34 2.87 0.10 1.6022.39 27.27 40.30 6.13 152.88 2.82 0.10 1.7824.94 27.31 47.30 5.29 157.02 2.75 0.11 2.1029.69 27.41 52.00 4.86 159.41 2.71 0.12 2.3032.79 27.45 57.74 4.39 161.11 2.67 0.12 2.5636.72 27.52 63.82 3.91 159.74 2.62 0.13 2.8340.89 27.56 73.57 3.28 156.85 2.54 0.14 0.7947.76 27.66 85.22 2.71 151.49 2.46 0.15 0.8056.00 27.70 100.62 2.14 143.94 2.35 0.17 0.8267.28 27.79 120.11 1.68 137.88 2.23 0.20 0.8481.85 27.84 145.01 1.40 141.25 2.08 0.23 0.86101.08 27.93 167.00 1.29 152.23 1.97 0.33 0.87118.28 27.98 184.16 1.23 162.63 1.89 0.34 0.86132.08 28.03 197.67 1.18 168.97 1.83 0.35 0.84143.13 28.11 214.53 1.10 172.38 1.76 0.50 0.86156.78 28.21 231.62 1.00 170.54 1.70 0.89 0.88170.54 28.25 254.53 1.00 188.73 1.65 0.92 0.89188.73 28.39 275.66 1.00 204.78 1.63 0.93 0.92204.78 28.44 296.07 1.00 220.52 1.61 0.94 0.94220.52 28.48 311.09 1.00 232.08 1.59 0.95 0.94232.08 28.58 322.00 1.00 240.18 1.58 0.96 0.96240.18 28.62 339.09 1.00 253.69 1.56 0.97 0.96253.69 28.71 350.43 1.00 262.21 1.55 0.97 0.98262.21 28.75 361.73 1.00 271.11 1.53 0.98 0.98271.11 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 87 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 28.82 370.02 1.00 277.66 1.52 0.98 0.98277.66 28.90 378.76 1.00 284.72 1.50 0.99 0.99284.72 28.95 390.88 1.00 294.57 1.48 0.99 1.00294.57 29.04 400.61 1.00 302.04 1.46 1.00 1.01302.04 29.08 409.49 1.00 309.81 1.44 1.00 1.01309.81 29.15 413.81 1.00 315.90 1.38 1.00 1.01315.90 29.22 420.35 1.00 326.48 1.28 1.01 1.01326.48 29.27 420.12 1.00 330.89 1.19 1.01 1.02330.89 29.34 424.93 1.00 335.38 1.17 1.01 1.01335.38 29.41 423.68 1.00 330.41 1.23 1.01 1.02330.41 29.47 423.03 1.00 325.78 1.30 1.01 1.02325.78 29.54 417.28 1.00 317.35 1.36 1.00 1.01317.35 29.64 408.97 1.00 307.62 1.41 1.00 1.01307.62 29.69 404.24 1.00 302.66 1.43 1.00 1.00302.66 29.73 401.09 1.00 300.60 1.42 1.00 1.00300.60 29.82 400.32 1.00 300.58 1.40 1.00 1.00300.58 29.86 401.76 1.00 303.01 1.37 1.00 1.00303.01 29.96 400.15 1.00 302.14 1.36 1.00 1.00302.14 29.99 397.44 1.00 299.80 1.36 0.99 1.00299.80 30.05 360.93 1.00 268.24 1.43 0.98 1.00268.24 30.12 351.36 1.00 259.15 1.46 0.97 0.93259.15 30.20 342.36 1.00 251.39 1.47 0.97 0.98251.39 30.25 366.22 1.00 271.72 1.42 0.98 0.98271.72 30.35 365.63 1.00 271.11 1.41 0.98 0.98271.11 30.39 364.51 1.00 269.28 1.42 0.98 0.98269.28 30.49 362.48 1.00 265.79 1.45 0.97 0.98265.79 30.53 360.49 1.00 263.04 1.47 0.97 0.97263.04 30.58 359.70 1.00 262.03 1.48 0.97 0.98262.03 30.67 360.49 1.00 262.20 1.48 0.97 0.97262.20 30.72 357.65 1.00 260.07 1.47 0.97 0.98260.07 30.81 351.18 1.00 254.69 1.48 0.97 0.97254.69 30.86 343.00 1.00 248.06 1.48 0.96 0.96248.06 30.91 337.02 1.00 242.86 1.50 0.96 0.96242.86 30.99 332.88 1.00 239.04 1.51 0.96 0.96239.04 31.04 327.23 1.00 234.03 1.52 0.95 0.95234.03 31.14 321.31 1.00 228.61 1.54 0.95 0.95228.61 31.18 316.38 1.00 224.25 1.55 0.95 0.94224.25 31.31 313.10 1.00 221.08 1.55 0.95 0.94221.08 31.39 308.10 1.00 216.60 1.57 0.94 0.94216.60 31.46 301.43 1.00 211.10 1.58 0.94 0.93211.10 31.50 286.58 1.00 199.75 1.59 0.93 0.92199.75 31.59 275.34 1.00 191.20 1.60 0.92 0.90191.20 31.66 263.90 1.00 182.37 1.62 0.92 0.90182.37 31.72 260.19 1.00 179.01 1.63 0.91 0.89179.01 31.77 250.59 1.00 171.19 1.66 0.91 0.89171.19 31.83 238.04 1.02 163.29 1.71 0.71 0.87160.43 31.94 226.01 1.13 168.86 1.78 0.45 0.85149.78 31.96 219.96 1.18 170.65 1.83 0.47 0.86144.06 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 88 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 32.10 215.72 1.21 169.10 1.86 0.56 0.87139.90 32.14 207.28 1.23 164.36 1.89 0.45 0.87133.26 32.19 195.22 1.26 156.63 1.94 0.36 0.87124.06 32.24 177.67 1.32 146.23 2.01 0.38 0.88110.83 32.34 164.07 1.40 140.21 2.08 0.25 0.86100.44 32.38 149.09 1.53 137.04 2.16 0.26 0.8789.46 32.42 140.45 1.65 136.96 2.21 0.23 0.8683.20 32.51 130.13 1.79 135.73 2.26 0.21 0.8575.99 32.56 119.09 1.91 131.15 2.29 0.19 0.8468.82 32.66 110.32 1.97 124.33 2.31 0.16 0.8263.26 32.70 102.00 2.00 116.44 2.32 0.16 0.8258.22 32.76 95.95 2.00 109.45 2.32 0.14 0.8054.60 32.83 89.64 2.03 102.94 2.33 0.14 0.7950.75 32.89 83.03 2.09 97.64 2.34 0.13 0.7946.70 32.98 78.37 2.19 95.46 2.36 0.12 0.7843.69 33.02 74.42 2.35 96.46 2.40 0.12 0.7841.06 33.09 72.48 2.51 99.46 2.43 0.12 0.7739.59 33.16 69.69 2.70 101.71 2.46 0.12 0.7737.67 33.21 65.74 2.90 102.12 2.49 0.12 0.7735.17 33.30 64.42 2.93 100.49 2.49 0.11 0.7534.31 33.34 63.44 2.82 95.46 2.48 0.11 0.7633.86 33.44 65.15 2.48 87.24 2.42 0.11 0.7635.17 33.48 65.40 2.21 78.88 2.37 0.11 0.7635.70 33.53 66.64 1.97 72.49 2.31 0.10 0.7636.82 33.62 67.23 1.86 69.37 2.28 0.10 0.7537.33 33.67 63.71 1.94 68.06 2.30 0.10 0.7635.09 33.73 62.95 2.00 68.79 2.32 0.09 0.7434.47 33.84 61.96 2.10 70.73 2.34 0.11 0.7533.61 33.87 64.29 2.09 72.86 2.34 0.10 0.7534.92 33.92 63.43 2.24 76.51 2.37 0.10 0.7534.11 34.01 62.58 2.39 79.60 2.40 0.11 0.7533.33 34.06 61.73 2.49 81.38 2.42 0.11 0.7532.66 34.15 60.41 2.58 81.94 2.44 0.11 0.7531.72 34.19 59.10 2.65 81.84 2.45 0.10 0.7530.88 34.26 58.11 2.68 80.98 2.45 0.10 0.7530.26 34.33 57.48 2.71 80.74 2.46 0.10 0.7529.82 34.39 56.53 2.86 83.09 2.48 0.10 0.7529.09 34.47 55.18 3.13 87.69 2.52 0.10 0.7428.04 34.52 52.03 3.60 93.34 2.58 0.10 0.7425.95 34.61 47.89 4.19 97.91 2.65 0.10 1.6223.35 34.66 42.37 4.87 98.23 2.72 0.10 1.4220.17 34.72 37.67 5.50 96.67 2.77 0.09 1.2517.57 34.79 35.34 5.61 91.94 2.78 0.09 1.1716.38 34.89 35.77 5.47 90.53 2.77 0.09 1.1816.54 34.93 38.24 5.09 90.88 2.74 0.09 1.2717.86 35.01 40.57 4.95 94.19 2.72 0.10 1.3419.02 35.06 42.17 4.92 97.47 2.72 0.10 1.4019.79 35.11 41.24 5.11 98.27 2.74 0.10 1.3619.22 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 89 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 35.20 37.62 5.68 98.27 2.79 0.09 1.2317.29 35.24 31.54 6.93 99.15 2.88 0.09 1.0214.31 35.34 26.51 8.58 101.53 2.99 0.09 0.8511.83 35.38 22.24 10.76 104.97 3.11 0.08 0.709.75 35.44 20.67 12.31 110.46 3.18 0.08 0.648.98 35.61 19.98 13.41 115.25 3.23 0.08 0.618.60 35.65 20.67 13.33 118.91 3.23 0.08 0.648.92 35.66 21.03 13.28 120.73 3.22 0.08 0.659.09 35.71 21.82 13.13 124.08 3.22 0.08 0.689.45 35.80 22.74 12.86 126.93 3.21 0.08 0.709.87 35.84 23.73 12.16 125.52 3.17 0.08 0.7410.32 35.93 24.09 11.43 119.62 3.14 0.08 0.7510.46 35.98 23.99 10.72 111.54 3.11 0.08 0.7410.40 36.03 23.27 10.28 103.24 3.08 0.08 0.7210.04 36.10 21.92 10.19 95.60 3.08 0.08 0.679.38 36.17 20.18 10.46 89.35 3.09 0.08 0.618.54 36.25 18.41 11.31 86.93 3.13 0.08 0.557.68 36.30 17.39 11.95 85.93 3.16 0.08 0.517.19 36.37 17.03 12.18 85.35 3.18 0.08 0.507.01 36.44 17.35 11.84 84.63 3.16 0.08 0.517.15 36.49 18.30 10.94 82.98 3.12 0.08 0.547.58 36.58 19.26 10.06 80.55 3.07 0.08 0.578.01 36.63 19.32 9.44 75.78 3.04 0.08 0.578.03 36.72 18.31 9.54 71.85 3.04 0.08 0.547.53 36.77 16.60 10.31 69.38 3.08 0.08 0.486.73 36.81 15.19 11.20 67.87 3.13 0.08 0.436.06 36.90 14.24 11.47 64.31 3.14 0.08 0.405.60 36.95 14.10 10.98 60.79 3.12 0.08 0.405.53 37.04 14.24 10.64 59.41 3.10 0.08 0.405.58 37.09 14.17 11.43 63.35 3.14 0.08 0.405.54 37.17 13.91 12.57 68.02 3.19 0.08 0.395.41 37.22 13.51 14.30 74.61 3.27 0.08 0.375.22 37.29 14.11 14.95 81.94 3.29 0.07 0.395.48 37.36 15.16 14.97 89.14 3.29 0.08 0.435.95 37.42 16.87 13.90 93.51 3.25 0.08 0.486.72 37.48 17.73 13.07 92.82 3.21 0.08 0.517.10 37.56 18.02 12.53 90.50 3.19 0.08 0.527.22 37.61 17.14 13.25 90.21 3.22 0.08 0.496.81 37.72 16.18 14.49 92.04 3.27 0.08 0.456.35 37.75 15.33 15.75 93.83 3.32 0.08 0.435.96 37.80 15.46 15.63 93.92 3.32 0.08 0.436.01 37.89 15.85 15.17 93.61 3.30 0.08 0.446.17 37.93 16.74 14.35 94.20 3.27 0.08 0.476.56 38.03 17.56 13.83 95.61 3.25 0.08 0.496.92 38.07 18.39 13.50 98.21 3.23 0.08 0.527.28 38.13 18.68 13.24 97.91 3.22 0.08 0.537.40 38.21 18.52 12.86 93.98 3.21 0.08 0.527.31 38.27 17.89 12.55 87.99 3.19 0.08 0.507.01 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 90 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 38.35 16.94 12.53 82.33 3.19 0.08 0.476.57 38.40 15.79 12.66 76.58 3.20 0.08 0.436.05 38.48 14.54 12.94 70.86 3.21 0.08 0.395.48 38.53 13.32 13.26 65.34 3.22 0.07 0.354.93 38.63 12.54 13.69 62.50 3.24 0.07 0.334.57 38.68 12.04 13.76 59.74 3.24 0.07 0.314.34 38.72 11.85 13.52 57.44 3.23 0.07 0.304.25 38.81 11.71 13.40 56.01 3.23 0.07 0.304.18 38.90 11.65 13.34 55.22 3.23 0.07 0.304.14 38.91 11.65 13.37 55.31 3.23 0.07 0.304.14 39.00 11.72 13.25 55.07 3.22 0.07 0.304.16 39.05 11.95 12.90 54.88 3.21 0.07 0.304.25 39.15 12.21 12.54 54.62 3.19 0.07 0.314.36 39.18 12.41 12.14 53.89 3.17 0.07 0.324.44 39.27 12.34 11.93 52.51 3.16 0.07 0.314.40 39.32 11.98 11.85 50.21 3.16 0.07 0.304.24 39.40 11.36 12.28 48.57 3.18 0.07 0.283.96 39.46 10.67 13.19 48.13 3.22 0.07 0.263.65 39.53 10.23 14.17 48.88 3.26 0.07 0.253.45 39.59 9.93 14.88 49.33 3.29 0.07 0.243.31 39.65 9.90 15.09 49.73 3.30 0.07 0.243.29 39.73 10.01 15.38 51.32 3.31 0.07 0.243.34 39.78 10.34 15.80 54.90 3.32 0.07 0.253.47 39.85 10.64 16.40 58.92 3.34 0.07 0.263.59 39.92 10.80 17.48 63.94 3.38 0.07 0.263.66 39.96 10.73 19.75 71.57 3.45 0.07 0.263.62 40.05 11.23 20.72 79.32 3.48 0.07 0.273.83 40.09 13.54 18.74 90.20 3.42 0.07 0.344.81 40.24 16.27 16.37 97.59 3.34 0.08 0.435.96 40.28 18.77 14.69 103.14 3.28 0.08 0.507.02 40.30 20.28 13.57 104.00 3.24 0.08 0.557.66 40.38 23.63 11.52 104.60 3.14 0.08 0.659.08 40.47 28.13 9.64 105.73 3.05 0.09 0.7810.97 40.51 35.49 7.53 106.07 2.92 0.09 1.0114.08 40.56 41.11 6.47 106.45 2.85 0.10 1.1816.45 40.65 41.54 6.59 109.27 2.86 0.10 1.1916.59 40.70 35.49 8.30 116.34 2.97 0.09 1.0014.01 40.79 27.27 11.67 122.68 3.15 0.08 0.7510.51 40.88 22.41 14.87 125.46 3.29 0.08 0.608.43 40.90 19.94 16.72 123.59 3.36 0.08 0.537.39 40.98 19.12 17.06 119.94 3.37 0.08 0.507.03 41.02 17.65 17.64 112.98 3.39 0.08 0.466.40 41.11 16.20 18.58 107.43 3.42 0.08 0.415.78 41.15 14.30 20.52 102.17 3.48 0.08 0.364.98 41.25 13.35 21.43 97.91 3.50 0.07 0.334.57 41.34 12.79 21.43 92.69 3.50 0.07 0.314.32 41.38 12.85 19.94 86.66 3.46 0.07 0.314.35 41.43 12.92 18.79 82.06 3.42 0.07 0.314.37 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 91 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 41.48 12.75 17.85 76.62 3.39 0.07 0.314.29 41.57 12.52 17.34 72.57 3.38 0.07 0.304.19 41.62 12.29 17.05 69.64 3.37 0.07 0.294.09 41.67 12.26 16.98 69.03 3.36 0.07 0.294.07 41.76 12.26 16.93 68.67 3.36 0.07 0.294.06 41.80 12.33 16.94 69.10 3.36 0.07 0.294.08 41.90 12.40 17.04 69.79 3.37 0.07 0.294.10 41.94 12.50 17.21 71.11 3.37 0.07 0.304.13 42.01 12.56 17.31 71.87 3.38 0.07 0.304.15 42.08 12.79 17.09 72.43 3.37 0.07 0.304.24 42.17 13.06 16.85 73.02 3.36 0.07 0.314.33 42.22 13.32 16.69 74.06 3.35 0.07 0.324.44 42.26 13.45 16.69 74.86 3.35 0.07 0.324.49 42.36 13.52 16.61 74.79 3.35 0.07 0.324.50 42.40 13.69 16.21 73.95 3.34 0.07 0.334.56 42.50 13.75 15.98 73.14 3.33 0.07 0.334.58 42.54 13.69 15.83 71.93 3.32 0.07 0.324.55 42.59 13.33 15.92 69.96 3.33 0.07 0.314.39 42.66 12.87 16.16 67.86 3.34 0.07 0.304.20 42.73 12.41 16.58 66.44 3.35 0.07 0.294.01 42.82 12.11 17.15 66.48 3.37 0.07 0.283.88 42.89 12.05 17.34 66.64 3.38 0.07 0.273.84 43.00 12.15 17.17 66.49 3.37 0.07 0.283.87 43.02 12.24 16.85 65.85 3.36 0.07 0.283.91 43.05 12.27 16.54 64.81 3.35 0.07 0.283.92 43.14 12.21 16.47 63.95 3.35 0.07 0.283.88 43.23 12.11 16.54 63.41 3.35 0.07 0.273.83 43.25 12.02 16.69 63.34 3.35 0.07 0.273.79 43.33 11.98 16.76 63.25 3.36 0.07 0.273.77 43.38 12.02 16.93 64.00 3.36 0.07 0.273.78 43.47 12.12 17.01 64.83 3.37 0.07 0.273.81 43.50 12.71 16.20 65.49 3.34 0.07 0.294.04 43.60 13.43 15.02 64.85 3.29 0.07 0.314.32 43.65 14.35 13.49 63.12 3.23 0.07 0.334.68 43.74 14.61 13.17 62.81 3.22 0.08 0.344.77 43.79 14.71 13.52 64.95 3.23 0.07 0.344.80 43.83 14.55 15.22 72.02 3.30 0.07 0.344.73 43.92 14.78 16.49 79.35 3.35 0.07 0.344.81 43.97 16.42 15.88 86.55 3.33 0.08 0.395.45 44.03 20.96 12.68 91.60 3.20 0.08 0.527.22 44.11 30.17 8.69 93.94 2.99 0.09 0.7710.81 44.20 39.17 6.63 94.79 2.86 0.10 1.0214.31 44.25 46.10 5.60 95.14 2.78 0.10 1.2116.99 44.29 47.08 5.55 96.39 2.78 0.10 1.2417.36 44.39 44.13 6.04 97.59 2.81 0.10 1.1516.17 44.43 37.95 7.03 96.68 2.89 0.09 0.9813.75 44.53 30.23 8.82 94.61 3.00 0.09 0.7710.72 44.62 24.57 10.66 90.74 3.10 0.08 0.618.51 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 92 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 44.67 20.07 12.59 85.13 3.19 0.08 0.486.76 44.75 17.87 13.74 80.99 3.24 0.08 0.425.90 44.80 15.87 15.19 77.74 3.30 0.08 0.375.12 44.85 14.95 16.47 78.34 3.35 0.07 0.344.76 44.89 14.03 17.67 77.70 3.39 0.07 0.314.40 44.99 13.51 18.25 76.38 3.41 0.07 0.304.18 45.03 12.63 19.57 75.17 3.45 0.07 0.273.84 45.09 12.47 19.59 73.98 3.45 0.07 0.273.78 45.19 12.35 19.50 72.52 3.45 0.07 0.273.72 45.23 12.61 18.60 70.96 3.42 0.07 0.273.81 45.28 12.31 18.70 69.13 3.42 0.07 0.263.70 45.37 11.92 18.91 66.91 3.43 0.07 0.253.54 45.42 11.53 18.98 64.24 3.43 0.07 0.243.38 45.51 11.13 19.29 62.27 3.44 0.07 0.233.23 45.56 10.80 19.60 60.74 3.45 0.07 0.223.10 45.62 10.57 19.57 58.84 3.45 0.07 0.213.01 45.70 10.41 19.29 56.66 3.44 0.07 0.212.94 45.75 10.24 18.77 53.89 3.42 0.07 0.212.87 45.84 10.15 18.42 52.10 3.41 0.07 0.202.83 45.88 10.12 17.92 50.44 3.40 0.07 0.202.81 45.97 10.12 17.70 49.72 3.39 0.07 0.202.81 46.02 10.05 17.74 49.31 3.39 0.07 0.202.78 46.06 9.99 17.88 49.21 3.40 0.07 0.202.75 46.16 9.96 18.09 49.43 3.40 0.07 0.202.73 46.20 10.19 18.18 51.19 3.40 0.07 0.202.82 46.29 10.48 18.33 53.53 3.41 0.07 0.212.92 46.33 11.07 18.31 57.45 3.41 0.07 0.223.14 46.43 11.80 17.77 60.43 3.39 0.07 0.243.40 46.48 12.69 16.93 63.10 3.36 0.07 0.273.73 46.53 13.80 16.42 67.94 3.35 0.07 0.304.14 46.62 14.62 16.84 74.65 3.36 0.07 0.324.43 46.66 15.64 17.49 84.04 3.38 0.08 0.344.81 46.76 17.62 16.30 90.06 3.34 0.08 0.395.53 46.80 21.40 13.51 93.49 3.23 0.08 0.496.92 46.85 31.72 8.39 89.96 2.98 0.08 0.7710.73 46.94 50.09 4.54 79.33 2.68 0.09 1.2517.48 46.99 73.55 2.38 68.75 2.40 0.11 0.7628.87 47.08 92.31 1.70 65.91 2.23 0.12 0.7838.70 47.12 101.11 1.53 66.60 2.16 0.12 0.7843.55 47.20 101.83 1.55 67.56 2.17 0.12 0.7843.66 47.31 99.93 1.62 68.61 2.20 0.12 0.7842.22 47.33 98.91 1.71 70.71 2.24 0.12 0.7841.27 47.40 97.79 1.76 71.24 2.25 0.12 0.7840.51 47.47 98.35 1.76 71.45 2.25 0.12 0.7840.70 47.54 99.21 1.73 71.09 2.24 0.12 0.7841.14 47.58 102.82 1.64 70.88 2.21 0.12 0.7843.11 47.70 103.64 1.61 70.22 2.20 0.12 0.7943.54 47.73 101.00 1.63 68.78 2.20 0.12 0.7842.29 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 93 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 47.79 94.05 1.74 67.34 2.25 0.11 0.7738.66 47.88 85.82 1.96 67.18 2.31 0.11 0.7734.32 47.92 74.93 2.47 70.59 2.42 0.11 0.7628.63 48.01 64.63 3.28 76.63 2.54 0.10 0.7423.39 48.04 51.82 4.85 85.74 2.71 0.10 1.2617.66 48.11 41.63 6.59 92.04 2.86 0.09 1.0013.97 48.20 31.62 9.22 95.39 3.03 0.09 0.7410.35 48.25 25.64 11.25 92.20 3.13 0.08 0.598.19 48.30 21.04 13.11 85.66 3.22 0.08 0.476.54 48.39 17.33 15.18 78.86 3.30 0.08 0.375.20 48.45 14.28 17.82 73.00 3.39 0.07 0.294.10 48.52 12.40 20.30 69.50 3.47 0.07 0.243.42 48.57 11.49 21.33 65.94 3.50 0.07 0.223.09 48.67 11.19 21.31 63.48 3.50 0.07 0.212.98 48.71 11.06 21.11 61.85 3.49 0.07 0.212.93 48.76 11.19 20.95 62.30 3.49 0.07 0.212.97 48.85 11.33 21.45 64.64 3.50 0.07 0.223.01 48.89 11.72 22.51 70.90 3.53 0.07 0.233.15 48.99 12.15 23.33 76.84 3.55 0.07 0.243.29 49.03 12.94 22.80 81.36 3.54 0.07 0.253.57 49.10 14.03 20.99 82.79 3.49 0.07 0.283.95 49.17 16.96 16.65 82.73 3.35 0.07 0.354.97 49.23 19.79 13.67 81.45 3.24 0.08 0.435.96 49.29 22.36 11.42 78.27 3.14 0.08 0.496.85 49.36 21.87 11.33 75.56 3.14 0.08 0.486.67 49.41 19.99 12.14 72.88 3.17 0.08 0.436.01 49.50 17.43 13.90 70.85 3.25 0.08 0.365.10 49.54 15.00 15.82 67.11 3.32 0.07 0.304.24 49.64 13.10 17.44 62.22 3.38 0.07 0.253.57 49.74 11.45 19.20 57.38 3.44 0.07 0.212.99 49.75 10.57 20.06 53.74 3.46 0.07 0.192.68 49.83 10.05 20.24 50.44 3.47 0.07 0.182.49 49.92 9.52 18.31 42.21 3.41 0.07 0.162.30 49.96 9.23 15.13 33.28 3.30 0.07 0.162.20 50.01 9.00 1.00 2.12 -1.00 0.02 0.622.12 50.09 9.04 1.00 2.13 -1.00 0.02 0.622.13 50.14 9.05 1.00 2.14 -1.00 0.02 0.622.14 50.22 9.12 1.00 2.16 -1.00 0.02 0.622.16 50.28 9.05 1.00 2.13 -1.00 0.02 0.622.13 qt: Kc: Qtn,cs: Ic: Su(liq)/σ'v: Su(peak)/σ'v: Cone resistance correction factor due to fines Adjusted and corrected cone resistance due to fines Soil behavior type index Calculated liquefied undrained strength ratio Calculated peak undrained strength ratio Abbreviations CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:08 PM 94 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 Total cone resistance qt (tsf) 4003002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Total cone resistance Custom Vs data Vs (ft/s) 0 De p t h ( f t ) 0 Custom Vs data Rigidity Index K*G 0 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Rigidity Index Deposit resistance factor K(DR) 1 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Deposit resistance factor Cyclic resistance ratio CRR 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cyclic resistance ratio Aging Calculation Estimation CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 95 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-1 Corrected norm. cone resistance Qtn,cs 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance SBTn Index Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Plot zA zB zA B H1 FS plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS plot Stresses vs Depth Stresses (tsf) 210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 σvo (EQ ) uo (EQ ) EQ u Stresses vs Depth Excess Head hexc (ft) 6040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 hexc σ'v o=0 hA Excess Head Liq. ejecta demand LD (ton/ft) 20100 De p t h ( f t ) 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 LD: 0.07 C R: 24.07 Liq. ejecta demand Ejecta severity N/A Ejecta Severity Estimation CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 96 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER flowchart1: 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 97 Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER flowchart1: 1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 98 Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 99 Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 100 Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 101 Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation with SPT or CPT Design earthquake Ground geometry SPT data with finescontent measurementsor CPT data Moment magnitude of earthquake (Mw) and peak surface acceleration (amax) Geometric parameters for each of different zones in level (or gently sloping) ground with (or without) a free face Liquefaction potential analysis to calculate FS, (N1)60cs or (qc1N )cs (using the NCEER SPT- CPT-based method (Youd et al. 2001)) Calculation of the lateral displacement index (using Figure 1 and Equation [3]) Zones with three major geometric parameters or less - free face height (H), the distance to a free face (L), or/and slope (S) Zones with more than three major geometric parameters L/Hor/andS Estimated lateral displacement, LD For gently sloping ground without a free face, LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%) For level ground with a free face, LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40) Evaluation of lateral displacements based on other approaches and engineering If (N1)60cs < 14 or (qc1N )cs < 70 evaluate potential of flow liquefaction 1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1 1 Equation [3] CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 102 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 103 Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS. LPI = where: FL = 1 - F.S. when F.S. less than 1 FL = 0 when F.S. greater than 1 z depth of measurment in meters Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI: ⦁LPI = 0 : Liquefaction risk is very low ⦁0 < LPI <= 5 : Liquefaction risk is low ⦁5 < LPI <= 15 : Liquefaction risk is high ⦁LPI > 15 : Liquefaction risk is very high CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 104 Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017): ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is: where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL). CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 105 References ⦁Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8. ⦁Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641-652 ⦁Boulanger, R.W. and Idriss, I. M., 2014. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁Robertson, P.K. and Cabal, K.L., 2007, Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/ ⦁Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151-8. ⦁Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August. ⦁Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes, M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817-833 ⦁Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168-1180 ⦁Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861-871 ⦁Pradel, D., 1998, Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368 ⦁Iwasaki, T., 1986, Soil liquefaction studies in Japan: state-of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70 ⦁Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction-induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94–104 ⦁P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355 ⦁P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS-Tokyo, June 2009 ⦁Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS,Symposium in honor of professor I. M. Idriss,SAN diego, CA ⦁R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 8, August 1, 2006 ⦁I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12 ⦁Jonathan D. Bray &Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction-induced building settlement,Proceedings of the 19th International Conference CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 106 T A B L E O F C O N T E N T S 1 8 24 41 58 67 68 81 SCPT-2 results Summary data report Input field data Cyclic stress resistance results Cyclic resistance ratio results Liquefaction potential index data Vertical settlements summary report Vertical settlements data report Strength loss data report CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:57 PM Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq LIQUEFACTION ANALYSIS REP ORT Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 G.W.T. (in-situ): G.W.T. (earthq.): Average results interval: Ic cut-off value: Unit weight calculation: Project title : Freudenberg-Nok Solar Carports Project Location : BSK Associates 4820 Rosedale Lane Bakersfield, CA 933014 CPT file : SCPT-2 50.00 ft 27.00 ft 3 2.60 Based on SBT Use fill: Fill height: Fill weight: Kσ applied: No N/A N/A No Yes Clay like behavior applied: Limit depth applied: Limit depth: MSF method: Sand & Clay No N/A Method based Cone resistance qt (tsf) 2001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance SBTn Plot Ic (Robertson 1990) 4321 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot CRR plot CRR & CSR 0.60.40.20 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. qc1N,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%)0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 Friction Ratio Rf (%) 1086420 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Mw =71/2, σv '=1 atm base curve, PL=16%Summary of liquefaction potential FS Plot Factor of safety 21.510.50 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq 1 This software is licensed to: BSK Associates CPT name: SCPT-2 Cone resistance qt (tsf) 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance C P T b a s i c i n t e r p r e t a t i o n p l o t s Friction Ratio Rf (%) 1086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Pore pressure u (psi) 50-5 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure Insitu SBT Plot Ic(SBT) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBT Plot Soil Behaviour Type SBT (Robertson et al. 1986) 1817161514131211109876543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Organic soilClay & silty clay Clay ClayClay & silty clayClay & silty clayClay & silty clayClay ClayClay & silty clayClay & silty clay Clay Clay & silty clay Sand & silty sandClay & silty clayClayClay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy siltClay Clay ClayClay & silty clay Clay Clay & silty clayClayClay & silty clayClay CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 2 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A SBT legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine grained This software is licensed to: BSK Associates CPT name: SCPT-2 Norm. cone resistance Qtn 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r m a l i z e d ) Norm. friction ratio Fr (%) 1086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. friction ratio Nom. pore pressure ratio Bq 10.80.60.40.20-0.2 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Nom. pore pressure ratio SBTn Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot Norm. Soil Behaviour Type SBTn (Robertson 1990) 1817161514131211109876543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. Soil Behaviour Type Organic soil Clay & silty clay Clay & silty clayClay Silty sand & sandy siltClaySilty sand & sandy siltClay ClayClay & silty claySilty sand & sandy silt Clay Clay & silty clay Silty sand & sandy silt ClayClay & silty clay Sand & silty sandSilty sand & sandy silt Clay Organic soilOrganic soil Clay Clay & silty clay Clay CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 3 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq SBTn legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine grained Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-2 Norm. cone resistance qc1N 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r m e d i a t e r e s u l t s ) SBTn Index Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Apparent fines content FC (%) 100806040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Apparent fines content "Fines" adjustment Delta qc1N 6040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 "Fines" adjustment Corrected norm. cone resistance qc1N,cs 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 4 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-2 CRR plot CRR & CSR 0.60.40.20 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Liquefaction potential LPI 20151050 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Liquefaction potential Vertical settlements Settlement (in) 2.521.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Vertical settlements Dry : 0.58 (in)Wet: 2.01 (in) Lateral displacements Displacement (in) 0 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Lateral displacements CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 5 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A F.S. color scheme LPI color scheme Almost certain it will liquefy Very likely to liquefy Liquefaction and no liq. are equally likely Unlike to liquefy Almost certain it will not liquefy Very high risk High risk Low risk This software is licensed to: BSK Associates CPT name: SCPT-2 Normalized friction ratio (%)0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 L i q u e f a c t i o n a n a l y s i s s u m m a r y p l o t s qc1N,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Thickness of surface layer, H1 (m)109876543210 Th i c k n e s s o f l i q u e f i a b l e s a n d l a y e r , H 2 ( m ) 12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 SC PT-2 (9.75) Analysis PGA: 0.59 PGA 0.40g - 0.50g CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 6 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-2 Norm. cone resistance qc1N 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance C h e c k f o r s t r e n g t h l o s s p l o t s ( I d r i s s & B o u l a n g e r ( 2 0 0 8 ) ) Residual strength correction Delta qc1N-Sr 604020 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Residual strength correction Corrected norm. cone resistance qc1Ncs-Sr 300200100 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance SBTn Index Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Liquefied Su/Sig'v Su/Sig'v 10.90.80.70.60.50.40.30.20.10 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Peak Su ratio Liq. Su ratio Liquefied Su/Sig'v CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 7 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 1 0.09 0.49 0.46 104.06100.000.09 2 0.13 0.79 0.61 106.38100.000.09 3 0.22 1.28 0.79 114.4752.360.09 4 0.28 38.06 0.84 120.5810.430.09 5 0.37 192.88 1.25 123.423.680.00 6 0.40 212.30 1.33 125.121.550.00 7 0.46 203.72 1.30 125.321.770.00 8 0.55 184.69 1.37 125.402.560.00 9 0.59 167.24 1.48 125.604.170.00 10 0.69 132.23 1.62 125.636.290.18 11 0.74 110.64 1.65 125.449.800.00 12 0.80 79.28 1.75 125.1413.760.00 13 0.87 65.48 1.81 124.6718.420.09 14 0.92 55.91 1.73 124.0422.820.09 15 1.01 40.92 1.67 123.3927.150.00 16 1.06 37.08 1.68 122.8333.260.27 17 1.15 28.89 1.73 122.6037.020.27 18 1.20 28.70 1.71 121.5538.050.45 19 1.29 28.79 1.14 120.1835.180.80 20 1.33 28.70 0.95 118.4031.690.71 21 1.38 28.60 0.89 117.6030.190.53 22 1.47 28.89 0.83 117.2129.43-0.09 23 1.52 28.89 0.81 116.8130.94-0.09 24 1.57 22.78 0.81 116.6432.36-0.80 25 1.66 24.75 0.81 116.5034.40-0.98 26 1.73 23.86 0.81 116.4734.83-2.11 27 1.81 21.79 0.81 116.2737.11-3.65 28 1.86 19.72 0.81 116.0439.84-4.45 29 1.91 18.44 0.81 115.7842.55-4.90 30 1.98 16.96 0.80 115.5544.90-4.90 31 2.04 15.88 0.79 115.3347.32-2.58 32 2.14 14.89 0.79 115.2549.07-0.71 33 2.18 14.79 0.81 115.3450.33-0.62 34 2.27 14.79 0.84 115.5350.61-0.27 35 2.30 15.09 0.85 115.8550.08-0.18 36 2.37 16.17 0.89 116.2048.16-0.36 37 2.46 17.85 0.91 116.5046.26-0.45 38 2.50 18.24 0.90 116.6044.76-0.71 39 2.56 18.44 0.89 116.2743.37-0.62 40 2.69 18.74 0.78 115.7841.96-1.07 41 2.72 18.74 0.73 115.0740.30-1.87 42 2.78 18.64 0.67 114.5739.41-2.58 43 2.82 18.54 0.64 113.7238.03-2.58 44 2.92 18.24 0.52 112.8736.58-2.58 45 2.97 18.34 0.47 111.8034.88-2.49 46 3.05 18.05 0.42 111.0834.15-1.43 47 3.10 17.36 0.39 110.4233.97-0.71 48 3.20 16.76 0.37 110.1034.85-0.18 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 8 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 49 3.24 15.88 0.38 110.0436.49-0.09 50 3.29 14.89 0.40 110.2839.34-0.09 51 3.38 13.71 0.44 110.5742.00-0.09 52 3.42 13.51 0.46 111.0444.870.00 53 3.50 12.92 0.51 111.4746.96-0.09 54 3.57 12.62 0.54 111.9049.39-0.09 55 3.63 12.23 0.57 112.2451.12-0.09 56 3.70 12.13 0.60 112.5652.50-0.13 57 3.77 12.13 0.62 112.8253.29-0.18 58 3.84 12.13 0.63 112.7253.07-0.62 59 3.89 12.13 0.57 112.1251.62-0.71 60 3.96 12.13 0.47 111.2949.70-1.25 61 4.03 12.13 0.46 110.8248.63-1.34 62 4.07 12.13 0.48 110.9349.16-1.34 63 4.16 11.93 0.50 111.1650.09-2.58 64 4.20 11.83 0.50 111.3050.92-2.58 65 4.27 11.73 0.51 111.3551.55-2.00 66 4.35 11.54 0.52 111.4551.90-2.00 67 4.42 11.73 0.53 111.4652.18-2.00 68 4.48 11.54 0.52 111.3952.15-1.87 69 4.53 11.44 0.50 110.9551.49-1.69 70 4.62 11.44 0.44 110.1749.95-1.96 71 4.67 11.34 0.37 108.4545.94-1.96 72 4.76 11.64 0.23 106.6642.06-1.43 73 4.80 11.73 0.21 104.5137.69-1.60 74 4.90 11.83 0.16 103.4335.47-0.18 75 4.95 12.13 0.14 102.3933.340.00 76 4.99 12.33 0.14 102.0131.470.00 77 5.09 13.41 0.13 102.1128.920.00 78 5.13 15.68 0.13 102.5426.330.00 79 5.22 17.16 0.15 103.3024.450.00 80 5.27 18.44 0.16 104.0523.810.00 81 5.32 18.74 0.17 104.7023.410.00 82 5.41 19.62 0.19 105.2923.480.00 83 5.45 19.82 0.20 105.9323.470.00 84 5.57 20.51 0.22 106.3823.630.00 85 5.59 20.51 0.22 106.5823.800.00 86 5.68 20.02 0.22 106.6624.680.00 87 5.77 18.74 0.23 106.6925.740.00 88 5.78 18.34 0.23 106.7527.080.00 89 5.86 17.55 0.24 106.8227.83-0.09 90 5.96 17.55 0.25 106.9628.46-0.09 91 6.00 17.55 0.25 107.3128.63-0.09 92 6.05 18.14 0.27 107.9228.59-0.09 93 6.12 19.23 0.30 108.9028.77-0.09 94 6.19 19.92 0.36 109.8629.360.00 95 6.23 19.82 0.39 111.0331.67-0.09 96 6.33 18.44 0.49 111.9534.48-0.09 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 9 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 97 6.37 17.85 0.54 112.8938.67-0.09 98 6.47 16.17 0.62 113.4241.75-0.09 99 6.51 15.78 0.65 113.8445.48-0.09 100 6.60 14.50 0.69 113.8047.60-0.09 101 6.63 13.81 0.65 112.9248.33-0.09 102 6.69 13.02 0.46 111.7447.21-0.09 103 6.79 13.02 0.44 110.8145.80-0.09 104 6.84 13.21 0.47 111.0945.90-0.09 105 6.93 13.51 0.51 111.4846.06-0.27 106 6.97 13.71 0.51 111.7345.72-0.36 107 7.07 14.10 0.51 111.8343.95-0.77 108 7.12 15.58 0.50 111.8841.70-0.77 109 7.17 16.37 0.49 111.8938.53-1.43 110 7.22 18.14 0.47 111.7135.03-1.78 111 7.31 20.21 0.43 111.4331.26-0.98 112 7.36 21.99 0.40 111.0027.95-0.18 113 7.45 23.47 0.36 110.7425.65-0.18 114 7.49 24.65 0.36 110.6224.45-0.18 115 7.57 24.65 0.36 110.6924.74-0.18 116 7.70 22.98 0.38 110.7625.77-0.09 117 7.72 22.29 0.38 110.8827.20-0.09 118 7.77 21.69 0.40 111.0528.77-0.09 119 7.82 20.12 0.42 111.3731.24-0.09 120 7.90 18.44 0.46 111.7134.07-0.09 121 7.95 17.75 0.49 112.0537.34-0.18 122 8.04 16.07 0.52 112.2639.780.00 123 8.08 15.68 0.53 112.3842.410.00 124 8.14 14.79 0.55 112.4744.55-0.09 125 8.21 13.90 0.57 112.5447.290.09 126 8.28 13.02 0.58 112.6049.990.09 127 8.34 12.42 0.60 112.6252.010.18 128 8.41 12.23 0.60 112.6353.280.18 129 8.47 12.03 0.60 112.6754.020.18 130 8.55 11.93 0.61 112.7654.640.18 131 8.60 11.93 0.63 112.9454.590.09 132 8.69 12.42 0.64 113.0854.080.09 133 8.73 12.62 0.64 113.1452.310.09 134 8.82 13.51 0.62 112.9950.80-0.18 135 8.88 13.41 0.58 112.4248.17-0.45 136 8.97 13.81 0.49 111.1544.56-0.53 137 9.02 14.30 0.34 109.1238.85-0.36 138 9.06 15.19 0.23 107.5233.29-0.36 139 9.13 17.36 0.26 107.5630.25-0.36 140 9.20 19.03 0.32 109.1530.83-0.45 141 9.29 18.34 0.40 110.3934.12-0.32 142 9.34 15.38 0.45 111.2837.72-0.19 143 9.40 16.17 0.49 111.8541.08-0.18 144 9.47 15.48 0.54 112.4343.30-0.18 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 10 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 145 9.56 14.20 0.59 112.8546.340.00 146 9.61 13.90 0.62 113.1949.320.00 147 9.70 13.31 0.65 112.7049.250.18 148 9.74 13.21 0.48 111.7247.750.27 149 9.79 13.21 0.41 110.9546.150.27 150 9.88 13.21 0.50 111.3246.660.18 151 9.93 13.51 0.55 112.2548.250.09 152 9.98 13.71 0.60 113.0949.720.09 153 10.07 13.66 0.69 113.7651.21-0.18 154 10.12 13.66 0.73 114.3952.900.00 155 10.21 13.61 0.78 114.7453.85-0.21 156 10.25 13.61 0.80 114.9754.78-0.36 157 10.35 13.41 0.81 115.0155.26-0.71 158 10.40 13.31 0.80 115.0055.48-0.36 159 10.44 13.41 0.80 114.9455.45-0.53 160 10.50 13.31 0.79 114.8755.14-0.36 161 10.58 13.41 0.78 114.8754.78-0.18 162 10.64 13.71 0.79 114.8854.13-0.18 163 10.71 13.90 0.78 114.9653.45-0.09 164 10.76 14.20 0.79 115.1252.770.00 165 10.85 14.69 0.82 115.4251.90-0.18 166 10.90 15.48 0.86 115.9350.73-0.71 167 10.98 16.66 0.92 116.4348.65-0.98 168 11.09 18.64 0.93 116.8046.24-1.16 169 11.13 19.92 0.92 116.8943.49-1.16 170 11.18 21.10 0.88 116.7940.93-1.16 171 11.22 22.58 0.84 116.5535.68-1.07 172 11.31 29.29 0.72 116.2130.50-0.71 173 11.36 32.64 0.66 115.6724.85-0.80 174 11.45 38.36 0.57 115.1021.80-0.18 175 11.50 39.05 0.52 114.0919.09-0.09 176 11.59 40.13 0.40 113.1117.68-0.09 177 11.63 40.63 0.37 112.2316.42-0.09 178 11.69 41.32 0.37 112.3215.90-0.09 179 11.77 44.08 0.40 112.7315.650.00 180 11.82 45.16 0.42 113.4015.200.00 181 11.90 49.01 0.46 113.8914.600.00 182 11.96 52.26 0.46 114.2313.810.09 183 12.01 54.33 0.46 114.1313.090.00 184 12.09 54.73 0.42 113.7612.720.00 185 12.14 53.15 0.40 112.5912.380.00 186 12.24 48.81 0.28 111.4212.370.00 187 12.28 46.94 0.28 110.7413.140.00 188 12.36 42.50 0.33 110.7314.74-0.09 189 12.42 37.37 0.31 111.1818.23-0.09 190 12.51 29.19 0.38 111.4122.20-0.09 191 12.56 26.43 0.42 112.0528.06-0.03 192 12.62 21.40 0.49 112.6032.830.03 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 11 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 193 12.67 19.92 0.55 113.3138.870.00 194 12.76 17.55 0.65 113.9444.640.09 195 12.85 14.89 0.71 114.3250.570.18 196 12.89 14.00 0.73 114.3355.100.18 197 12.93 13.21 0.72 114.0058.390.18 198 13.03 11.54 0.67 113.4361.540.18 199 13.07 10.75 0.63 112.5263.560.27 200 13.17 10.35 0.54 111.6963.610.36 201 13.22 10.26 0.50 111.0162.390.45 202 13.26 10.45 0.49 110.8859.870.53 203 13.39 11.73 0.49 111.0856.270.53 204 13.49 13.21 0.50 111.4252.940.62 205 13.53 13.81 0.51 111.8650.530.62 206 13.59 14.89 0.54 112.4849.510.62 207 13.66 15.68 0.60 113.3948.520.71 208 13.78 17.16 0.69 114.2248.060.89 209 13.81 17.75 0.72 114.9447.480.98 210 13.86 18.44 0.77 115.7446.060.98 211 13.95 21.50 0.87 116.5745.170.98 212 13.99 21.89 0.94 117.4244.601.16 213 14.04 22.38 1.03 118.2645.001.25 214 14.13 24.06 1.18 119.1644.791.34 215 14.18 25.93 1.29 120.0144.171.34 216 14.24 27.22 1.38 120.6243.701.43 217 14.32 27.91 1.45 121.1543.551.43 218 14.41 28.89 1.54 121.4943.941.43 219 14.46 28.30 1.57 121.7344.181.43 220 14.50 28.70 1.59 121.8644.811.51 221 14.60 28.30 1.63 121.7544.681.69 222 14.64 28.30 1.50 121.1444.601.60 223 14.73 26.03 1.25 120.3345.031.60 224 14.78 23.96 1.24 119.5946.631.60 225 14.87 22.38 1.21 119.2849.391.60 226 14.92 20.51 1.19 119.0151.111.78 227 14.96 20.51 1.17 118.7652.771.78 228 15.05 19.33 1.15 118.6453.272.05 229 15.09 19.62 1.15 118.6353.562.14 230 15.19 20.21 1.18 118.7553.302.14 231 15.23 20.21 1.19 118.9052.912.14 232 15.32 20.71 1.21 119.0552.762.23 233 15.37 21.10 1.23 119.2952.572.14 234 15.45 21.40 1.28 119.5152.692.14 235 15.51 21.50 1.30 119.6752.742.14 236 15.55 21.69 1.30 119.7552.662.14 237 15.65 21.89 1.32 119.8152.472.14 238 15.70 22.19 1.32 119.8952.192.23 239 15.79 22.48 1.33 119.9852.092.23 240 15.84 22.58 1.35 120.1652.022.31 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 12 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 241 15.93 23.07 1.41 120.3652.252.23 242 15.97 23.07 1.43 120.5852.552.23 243 16.02 23.07 1.47 120.8053.202.23 244 16.11 23.07 1.54 121.0153.822.14 245 16.16 23.17 1.56 121.2354.062.05 246 16.25 23.67 1.59 121.3754.022.14 247 16.29 23.86 1.61 121.4853.872.05 248 16.34 23.96 1.62 121.6053.992.14 249 16.43 24.06 1.66 121.7254.182.23 250 16.47 24.26 1.68 121.8554.142.23 251 16.54 24.65 1.70 121.9753.852.23 252 16.62 25.15 1.72 122.1353.572.23 253 16.67 25.54 1.76 122.3653.352.14 254 16.75 26.13 1.83 122.5953.362.14 255 16.80 26.33 1.86 122.8053.332.14 256 16.89 26.62 1.90 122.9153.632.05 257 16.94 26.33 1.91 123.0053.642.05 258 17.03 26.82 1.92 123.0353.742.05 259 17.08 26.82 1.92 123.0453.602.05 260 17.13 26.72 1.91 122.9853.612.05 261 17.21 26.62 1.87 122.8453.472.05 262 17.30 26.62 1.82 122.7053.322.05 263 17.35 26.53 1.80 122.2452.232.05 264 17.45 26.53 1.54 121.7951.232.05 265 17.49 26.53 1.51 121.4550.312.14 266 17.54 26.72 1.58 121.6850.512.14 267 17.63 27.31 1.67 122.0350.972.14 268 17.68 27.51 1.73 122.3651.282.14 269 17.72 27.81 1.78 122.7451.282.14 270 17.82 29.19 1.91 123.0851.382.23 271 17.86 29.19 1.95 123.3851.422.31 272 17.91 29.29 1.98 123.4651.612.31 273 18.00 29.39 1.97 123.4552.002.31 274 18.09 28.60 1.95 123.3952.462.23 275 18.14 28.30 1.95 123.3253.102.23 276 18.19 28.00 1.95 123.2853.362.40 277 18.27 28.05 1.94 123.2553.532.40 278 18.32 28.05 1.93 123.2553.522.40 279 18.40 28.10 1.94 123.3453.162.40 280 18.46 29.29 1.98 123.5052.332.40 281 18.53 30.57 2.01 123.7551.192.40 282 18.60 31.75 2.06 123.9550.392.31 283 18.64 32.15 2.08 124.1349.462.23 284 18.74 33.63 2.09 124.2248.892.05 285 18.79 33.82 2.10 124.2949.112.14 286 18.87 32.15 2.14 124.2650.362.14 287 18.92 30.96 2.13 124.1252.441.96 288 18.97 28.89 2.10 122.8651.582.05 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 13 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 289 19.04 27.51 1.22 121.3949.721.96 290 19.11 27.56 1.19 119.9347.061.96 291 19.20 27.41 1.30 120.1947.732.49 292 19.24 27.61 1.36 120.7949.182.67 293 19.34 27.61 1.52 121.3550.502.94 294 19.40 27.71 1.63 121.8451.603.12 295 19.44 28.00 1.66 122.1252.353.03 296 19.50 27.61 1.70 122.1853.262.58 297 19.57 26.53 1.70 122.1454.692.98 298 19.62 25.54 1.69 121.3254.442.31 299 19.76 24.55 1.22 120.5754.092.94 300 19.80 24.26 1.29 119.9453.393.12 301 19.84 24.16 1.36 120.3554.223.29 302 19.90 24.95 1.44 120.7754.253.29 303 19.99 26.03 1.50 121.0955.073.29 304 20.04 24.36 1.55 121.4554.583.29 305 20.09 27.31 1.61 121.8055.013.29 306 20.17 26.92 1.71 122.1654.543.56 307 20.22 26.92 1.75 122.3355.273.56 308 20.28 26.92 1.74 122.2955.643.56 309 20.36 26.23 1.70 122.1056.553.47 310 20.45 24.75 1.66 121.8457.953.12 311 20.54 23.86 1.63 121.6159.243.21 312 20.59 23.57 1.60 121.3460.673.29 313 20.68 21.79 1.55 121.1062.223.38 314 20.69 21.10 1.54 120.7464.113.38 315 20.81 20.02 1.46 120.4265.653.21 316 20.87 19.13 1.41 119.9467.093.21 317 20.95 18.14 1.33 119.5068.353.21 318 21.00 17.55 1.27 118.9069.993.21 319 21.09 15.97 1.17 118.3671.403.29 320 21.14 15.58 1.12 117.6873.043.29 321 21.23 14.59 1.02 117.1673.633.47 322 21.28 14.40 0.98 116.5274.313.47 323 21.37 13.71 0.90 116.0974.683.47 324 21.42 13.51 0.88 115.6675.203.47 325 21.51 13.21 0.85 115.4375.833.47 326 21.54 12.92 0.84 115.1176.453.47 327 21.64 12.52 0.79 114.8677.433.47 328 21.66 12.23 0.79 114.2177.143.47 329 21.74 11.93 0.65 113.1475.443.47 330 21.79 11.73 0.50 112.1373.773.56 331 21.88 11.54 0.55 111.7473.813.56 332 21.97 11.34 0.57 112.0575.503.56 333 22.02 11.34 0.58 112.1976.363.56 334 22.06 11.34 0.59 112.4477.153.65 335 22.14 11.34 0.63 112.7777.863.65 336 22.18 11.54 0.66 113.0878.163.65 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 14 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 337 22.27 11.73 0.66 113.1478.103.65 338 22.32 11.54 0.64 113.0477.883.65 339 22.41 11.54 0.63 112.9178.143.65 340 22.46 11.44 0.63 112.8378.523.65 341 22.54 11.24 0.63 112.7979.093.65 342 22.60 11.24 0.63 112.7879.513.65 343 22.66 11.24 0.63 112.7879.623.65 344 22.74 11.24 0.63 112.7979.743.65 345 22.77 11.24 0.63 112.7379.613.74 346 22.88 11.24 0.61 112.6779.593.74 347 22.91 11.24 0.61 112.6179.483.74 348 23.03 11.24 0.61 112.6179.623.74 349 23.06 11.24 0.61 112.6079.653.74 350 23.10 11.24 0.61 112.6679.893.74 351 23.20 11.24 0.63 112.7180.203.74 352 23.24 11.24 0.63 112.7980.693.74 353 23.33 11.14 0.63 112.8881.303.74 354 23.38 11.14 0.65 113.0682.303.74 355 23.47 11.04 0.68 113.2083.253.74 356 23.50 10.95 0.68 113.2984.583.74 357 23.57 10.65 0.69 113.3486.073.65 358 23.65 10.45 0.70 113.2987.993.74 359 23.70 10.06 0.68 113.0089.153.56 360 23.80 9.76 0.63 112.5789.503.74 361 23.84 9.76 0.60 112.1788.993.83 362 23.89 9.76 0.59 111.9488.343.83 363 23.97 9.76 0.57 111.8087.784.01 364 24.02 9.86 0.57 110.9383.114.10 365 24.14 10.65 0.38 110.1078.584.01 366 24.16 10.85 0.40 109.6174.554.10 367 24.24 11.24 0.46 110.5275.874.01 368 24.30 11.34 0.53 111.6578.634.10 369 24.39 11.14 0.62 112.4281.504.10 370 24.43 10.99 0.64 112.9384.104.01 371 24.48 10.85 0.67 113.1085.533.83 372 24.57 10.75 0.68 113.2186.523.83 373 24.61 10.75 0.68 112.8184.903.92 374 24.70 11.04 0.56 112.3782.684.28 375 24.75 11.24 0.56 112.0879.024.36 376 24.84 12.23 0.59 112.5776.564.36 377 24.89 13.31 0.64 113.4673.964.36 378 24.96 14.50 0.73 114.3673.204.36 379 25.01 14.59 0.80 115.1773.004.28 380 25.08 15.19 0.85 115.7374.474.01 381 25.17 14.69 0.92 116.1376.054.01 382 25.21 14.40 0.95 116.4178.514.01 383 25.31 14.10 0.98 116.5480.074.19 384 25.36 14.00 0.98 116.5480.724.28 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 15 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 385 25.40 14.00 0.96 116.2580.474.28 386 25.50 13.71 0.88 115.9180.284.28 387 25.54 13.51 0.87 115.6380.064.28 388 25.59 13.61 0.86 115.5780.254.28 389 25.68 13.51 0.86 115.5380.574.54 390 25.72 13.31 0.86 115.5280.734.72 391 25.82 13.51 0.86 115.5380.104.63 392 25.87 14.00 0.86 115.6178.764.63 393 25.95 14.40 0.87 115.7577.534.63 394 26.00 14.69 0.88 115.8576.794.63 395 26.09 14.79 0.88 115.9076.794.63 396 26.14 14.59 0.88 115.9577.264.63 397 26.19 14.50 0.90 116.1277.574.63 398 26.27 14.99 0.94 116.3277.424.72 399 26.32 15.19 0.94 116.4976.384.72 400 26.42 15.68 0.94 116.6275.074.72 401 26.46 16.37 0.96 116.8073.834.72 402 26.51 16.66 0.98 117.0873.054.72 403 26.60 17.06 1.03 117.3673.154.81 404 26.65 17.06 1.06 117.6973.044.81 405 26.74 17.65 1.10 117.9572.584.81 406 26.78 18.24 1.12 118.2471.244.81 407 26.88 19.13 1.15 118.4470.194.81 408 26.91 19.33 1.16 118.7368.634.72 409 27.02 20.71 1.21 119.0067.694.81 410 27.06 21.10 1.25 119.3766.774.72 411 27.11 21.60 1.31 119.8265.904.81 412 27.20 23.27 1.39 120.2164.964.72 413 27.25 23.76 1.41 120.0761.654.54 414 27.39 25.54 1.15 118.8957.024.10 415 27.43 25.74 0.76 117.7651.483.92 416 27.50 28.50 0.88 117.3248.413.92 417 27.57 29.48 0.94 118.1747.043.92 418 27.64 32.24 1.01 118.7746.803.74 419 27.71 31.95 1.09 119.3446.071.17 420 27.79 34.02 1.14 119.7245.45-0.53 421 27.83 35.79 1.14 119.9344.09-0.71 422 27.89 36.39 1.13 119.7542.70-1.34 423 27.97 36.68 1.03 119.4341.47-1.60 424 28.03 37.37 0.99 119.0339.98-1.60 425 28.11 38.26 0.95 118.9438.99-1.60 426 28.15 39.15 0.98 118.9438.34-1.25 427 28.25 39.34 0.97 119.1238.73-0.27 428 28.30 38.36 1.02 119.4840.20-0.09 429 28.39 37.08 1.15 119.9842.68-0.09 430 28.43 35.70 1.23 120.6344.73-0.09 431 28.50 36.88 1.35 121.0246.34-0.09 432 28.57 35.50 1.37 121.2646.570.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 16 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 433 28.62 36.68 1.35 121.3444.680.09 434 28.71 42.11 1.32 121.4341.140.18 435 28.75 46.15 1.30 121.4334.890.18 436 28.84 58.28 1.15 121.1830.040.18 437 28.89 61.73 1.05 120.5525.230.18 438 28.94 67.15 0.88 119.0021.370.18 439 29.03 69.52 0.51 117.2118.230.09 440 29.08 69.42 0.50 115.5816.170.09 441 29.17 70.11 0.50 115.5616.040.09 442 29.22 70.80 0.50 115.5917.050.18 443 29.28 60.84 0.52 115.9717.000.18 444 29.35 74.15 0.57 116.7716.900.18 445 29.46 79.58 0.66 117.6915.670.18 446 29.50 83.03 0.70 118.3615.430.18 447 29.55 84.51 0.72 118.7815.330.27 448 29.60 85.89 0.77 119.0815.420.27 449 29.69 85.79 0.78 119.2115.600.36 450 29.73 84.41 0.77 119.1615.960.36 451 29.82 81.35 0.77 119.1916.950.36 452 29.92 75.93 0.82 119.3118.310.31 453 30.01 72.77 0.84 119.3520.080.27 454 30.07 66.66 0.84 119.3121.400.27 455 30.13 65.28 0.85 119.4322.980.27 456 30.19 62.81 0.93 119.6825.530.27 457 30.25 52.95 0.99 119.8330.100.27 458 30.34 42.60 1.03 119.6836.550.27 459 30.39 36.19 1.05 119.4542.950.18 460 30.47 32.64 1.07 119.2949.470.36 461 30.57 26.53 1.13 119.1655.430.62 462 30.59 24.26 1.14 118.9862.450.62 463 30.66 21.20 1.16 118.7367.750.89 464 30.71 19.13 1.13 118.2172.840.98 465 30.80 17.36 1.03 117.6175.980.98 466 30.85 16.76 0.97 116.8178.080.98 467 30.94 15.48 0.88 116.3477.720.98 468 30.99 16.62 0.86 115.8978.761.07 469 31.06 14.99 0.84 115.9377.631.16 470 31.13 16.47 0.87 116.1177.041.16 471 31.17 17.55 0.91 116.7472.391.25 472 31.26 20.51 0.98 117.2569.281.25 473 31.31 21.00 1.00 117.7267.751.25 474 31.40 20.61 1.05 117.9368.680.98 475 31.45 20.21 1.07 117.7673.210.98 476 31.58 15.97 1.02 117.2078.311.07 477 31.64 14.79 0.92 115.9382.731.16 478 31.72 14.10 0.70 114.8182.311.34 479 31.77 14.05 0.68 114.1381.451.51 480 31.85 14.05 0.73 114.5282.851.60 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 17 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 481 31.91 14.00 0.81 115.3084.131.69 482 31.96 14.79 0.91 116.2687.791.69 483 32.03 13.71 1.08 117.9280.581.69 484 32.09 22.78 1.32 120.2268.911.87 485 32.18 33.23 1.70 122.5056.962.05 486 32.24 42.40 1.97 124.3250.261.96 487 32.32 49.40 2.23 125.3546.971.96 488 32.37 50.78 2.29 126.0245.141.96 489 32.46 54.33 2.41 126.3643.891.96 490 32.50 57.09 2.45 126.7640.991.96 491 32.55 65.97 2.47 127.2035.551.96 492 32.65 85.20 2.46 127.5730.891.51 493 32.69 90.62 2.46 127.8727.250.53 494 32.74 98.21 2.46 128.1426.210.09 495 32.83 98.71 2.61 128.3226.810.27 496 32.88 88.45 2.67 128.3129.520.27 497 32.97 75.93 2.67 128.0433.710.00 498 33.01 66.26 2.67 127.7538.090.18 499 33.09 60.64 2.69 127.5840.870.45 500 33.20 61.14 2.68 127.5741.180.80 501 33.23 65.08 2.68 127.7138.100.98 502 33.28 76.72 2.62 127.8933.241.25 503 33.34 90.92 2.52 127.9227.291.25 504 33.42 109.26 2.26 127.7522.810.98 505 33.47 117.25 2.13 127.2619.000.98 506 33.56 128.29 1.83 126.6316.830.80 507 33.61 128.58 1.66 125.5614.640.71 508 33.70 131.35 1.31 124.5413.140.62 509 33.80 134.50 1.18 123.6511.900.71 510 33.84 135.09 1.17 123.3911.430.62 511 33.86 135.78 1.16 123.3611.320.71 512 33.93 136.38 1.16 123.3411.260.62 513 34.02 136.38 1.15 123.3211.250.62 514 34.06 136.08 1.15 123.2711.300.62 515 34.14 134.50 1.15 123.1311.230.53 516 34.21 135.29 1.09 122.9311.170.53 517 34.25 133.61 1.07 122.6010.940.53 518 34.35 132.92 1.00 122.3110.870.53 519 34.39 131.44 0.98 121.9211.020.53 520 34.48 123.36 0.94 121.1211.180.45 521 34.58 115.37 0.74 120.3911.480.36 522 34.60 113.60 0.76 119.9212.280.36 523 34.72 102.16 0.83 120.0213.420.36 524 34.76 99.20 0.81 119.3313.950.36 525 34.81 96.34 0.59 117.8113.280.18 526 34.85 91.31 0.44 116.3113.870.28 527 34.92 73.56 0.52 116.3614.770.28 528 35.02 86.38 0.62 117.2716.140.18 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 18 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 529 35.06 86.48 0.66 118.1715.870.09 530 35.11 86.97 0.72 118.7116.570.45 531 35.20 85.10 0.77 119.1917.300.71 532 35.24 84.70 0.81 119.7118.770.71 533 35.34 78.49 0.91 120.1620.420.71 534 35.39 75.44 0.97 120.7123.540.71 535 35.48 65.77 1.10 121.1526.540.62 536 35.52 62.81 1.18 121.5330.560.62 537 35.57 56.01 1.26 121.6836.200.62 538 35.71 41.02 1.35 121.6043.170.62 539 35.76 37.96 1.36 121.3849.650.62 540 35.76 35.89 1.36 121.3552.230.71 541 35.84 34.51 1.41 121.4054.280.89 542 35.91 33.72 1.44 121.6756.601.16 543 35.98 32.44 1.56 122.0258.631.16 544 36.03 32.34 1.66 122.6259.011.34 545 36.12 36.09 1.80 123.0858.101.51 546 36.17 36.88 1.81 123.4057.591.43 547 36.26 35.30 1.85 123.4059.701.25 548 36.35 31.75 1.87 123.4160.691.43 549 36.38 35.10 1.86 123.3262.101.25 550 36.45 32.15 1.84 123.3960.691.43 551 36.50 34.91 1.86 123.4659.841.43 552 36.59 37.27 1.87 123.6057.891.34 553 36.63 37.18 1.86 123.5557.221.25 554 36.69 36.19 1.80 123.2257.531.07 555 36.77 34.81 1.67 122.7758.020.89 556 36.81 33.82 1.60 122.1959.080.89 557 36.91 31.06 1.49 121.6960.440.89 558 37.00 29.88 1.43 121.2761.710.98 559 37.04 29.68 1.41 121.0462.001.07 560 37.09 29.58 1.38 120.5060.701.34 561 37.15 29.78 1.13 119.4157.181.51 562 37.23 31.16 0.84 118.2953.611.60 563 37.28 31.55 0.89 118.0551.841.60 564 37.37 32.34 1.01 118.6852.801.60 565 37.41 32.15 1.08 118.9657.941.69 566 37.48 23.07 1.10 118.9361.311.43 567 37.54 26.72 1.07 118.2169.891.25 568 37.68 17.95 0.96 117.5274.080.98 569 37.72 16.57 0.92 116.5884.151.07 570 37.74 15.58 0.90 116.0186.721.16 571 37.81 14.89 0.81 114.8789.721.43 572 37.95 12.42 0.61 113.4191.901.69 573 38.00 11.83 0.53 111.8493.941.69 574 38.04 11.44 0.48 110.8593.701.69 575 38.09 11.14 0.42 109.7792.661.78 576 38.13 10.85 0.35 108.4990.541.78 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 19 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 577 38.22 10.75 0.29 107.0787.581.87 578 38.32 10.75 0.24 106.0985.291.87 579 38.35 10.75 0.24 105.5683.971.87 580 38.45 10.75 0.23 105.4983.691.87 581 38.48 10.85 0.23 105.5283.181.87 582 38.55 11.04 0.24 105.5982.591.96 583 38.59 11.14 0.24 105.7882.721.96 584 38.69 11.04 0.25 106.0483.481.96 585 38.73 11.04 0.26 106.4785.032.05 586 38.82 10.95 0.29 106.7285.972.05 587 38.85 10.95 0.28 106.5486.162.05 588 38.92 10.75 0.25 105.9185.692.05 589 38.99 10.45 0.22 105.0186.592.05 590 39.09 9.57 0.20 104.3688.392.05 591 39.12 9.37 0.20 104.2590.322.05 592 39.20 9.61 0.22 104.6792.332.05 593 39.25 9.27 0.24 105.0192.532.05 594 39.33 9.66 0.23 105.0492.032.14 595 39.39 9.86 0.22 104.9189.922.14 596 39.47 9.96 0.22 104.9789.922.23 597 39.50 9.76 0.23 105.1091.042.23 598 39.60 9.57 0.23 105.2592.872.23 599 39.66 9.47 0.24 105.1893.542.31 600 39.70 9.47 0.23 104.6993.622.23 601 39.79 9.07 0.19 104.1294.742.31 602 39.84 8.58 0.20 103.7795.662.23 603 39.93 8.87 0.20 104.03100.002.31 604 39.98 7.69 0.22 104.59100.002.31 605 40.03 8.28 0.25 105.98100.002.31 606 40.12 9.47 0.34 107.40100.003.03 607 40.17 10.06 0.37 108.67100.003.12 608 40.26 10.85 0.40 109.0090.893.12 609 40.36 13.31 0.35 108.9982.453.21 610 40.39 14.40 0.33 108.3872.533.21 611 40.45 16.27 0.27 107.4966.323.21 612 40.49 16.66 0.22 107.1764.463.21 613 40.59 15.48 0.29 108.6069.493.29 614 40.63 14.69 0.45 111.6082.103.29 615 40.73 13.02 0.74 114.1393.363.38 616 40.77 13.31 0.93 117.1493.053.47 617 40.87 20.71 1.39 120.0782.253.56 618 40.95 29.09 1.82 122.1074.543.65 619 40.97 29.09 1.86 123.1074.013.56 620 41.05 25.54 2.02 123.2578.803.21 621 41.09 23.47 2.07 122.9586.403.03 622 41.19 19.52 1.88 122.3591.583.03 623 41.23 18.83 1.74 121.4997.063.03 624 41.28 16.66 1.64 120.80100.003.29 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 20 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 625 41.35 15.78 1.52 120.9292.303.29 626 41.46 24.75 1.65 121.4780.633.65 627 41.50 29.29 1.68 122.3769.363.83 628 41.55 33.92 1.75 122.8065.423.83 629 41.60 33.33 1.80 122.8067.413.56 630 41.70 25.93 1.74 122.2775.151.69 631 41.78 20.31 1.64 121.3985.251.69 632 41.83 18.93 1.52 120.4491.811.78 633 41.87 17.45 1.35 118.9095.641.78 634 41.97 13.71 0.94 117.15100.001.87 635 42.00 12.82 0.85 115.61100.001.96 636 42.06 11.64 0.88 115.30100.002.05 637 42.15 11.14 0.89 115.28100.002.23 638 42.20 10.95 0.89 115.21100.002.31 639 42.26 11.19 0.86 115.09100.002.40 640 42.35 11.24 0.84 114.86100.003.21 641 42.40 11.04 0.80 114.46100.003.38 642 42.48 10.95 0.73 113.93100.003.38 643 42.54 10.75 0.69 113.26100.003.38 644 42.64 10.35 0.62 112.58100.003.47 645 42.68 10.26 0.57 111.67100.003.47 646 42.73 10.16 0.48 110.33100.003.47 647 42.82 10.26 0.34 108.76100.003.56 648 42.87 10.06 0.30 107.3697.963.65 649 42.98 10.26 0.28 106.8596.633.65 650 43.00 10.26 0.28 106.8695.653.65 651 43.05 10.45 0.30 107.1395.483.65 652 43.11 10.65 0.31 107.6495.073.65 653 43.18 11.04 0.34 108.1294.623.74 654 43.24 11.24 0.35 108.6994.933.74 655 43.36 11.24 0.39 109.0495.623.83 656 43.37 11.24 0.39 109.4196.743.83 657 43.46 11.24 0.41 109.5097.123.83 658 43.51 11.24 0.40 109.4696.813.92 659 43.59 11.34 0.38 109.1996.323.92 660 43.65 11.14 0.37 108.7395.943.92 661 43.73 10.85 0.34 108.2997.604.01 662 43.83 10.16 0.33 107.93100.004.01 663 43.88 9.86 0.33 107.87100.004.01 664 43.97 9.76 0.34 107.89100.004.10 665 43.98 9.76 0.34 107.90100.004.10 666 44.06 9.96 0.33 107.99100.004.10 667 44.10 9.96 0.35 108.54100.004.10 668 44.20 10.45 0.41 109.31100.004.10 669 44.25 10.85 0.44 110.00100.004.19 670 44.34 11.04 0.45 110.27100.004.19 671 44.38 11.14 0.45 110.25100.004.28 672 44.43 11.04 0.44 109.88100.004.28 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 21 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 673 44.57 10.75 0.39 109.51100.004.28 674 44.59 10.75 0.39 109.18100.004.28 675 44.66 10.85 0.39 109.18100.004.36 676 44.70 10.95 0.39 109.07100.004.36 677 44.75 10.95 0.37 108.8498.354.36 678 44.89 11.04 0.35 108.8097.924.45 679 44.93 11.14 0.38 109.1697.604.54 680 44.98 11.54 0.42 109.6597.524.54 681 45.03 11.73 0.42 109.8795.714.54 682 45.09 12.23 0.40 109.6693.635.61 683 45.18 12.23 0.38 109.4091.895.79 684 45.22 12.23 0.37 109.2691.945.79 685 45.32 12.03 0.38 109.3393.085.88 686 45.37 11.83 0.39 109.5094.445.88 687 45.41 11.83 0.40 109.4494.755.97 688 45.55 11.83 0.38 109.2694.375.97 689 45.59 11.83 0.37 109.0193.915.97 690 45.64 11.73 0.37 108.8694.176.06 691 45.69 11.54 0.36 108.6394.876.06 692 45.74 11.24 0.34 108.1195.926.06 693 45.82 10.65 0.30 107.4897.586.06 694 45.87 10.16 0.29 106.8798.926.06 695 45.96 10.06 0.27 106.44100.006.14 696 46.01 10.06 0.26 105.9898.396.14 697 46.09 10.06 0.24 105.3196.606.14 698 46.20 10.06 0.21 104.6594.936.23 699 46.24 10.06 0.20 104.2593.666.23 700 46.28 10.16 0.20 104.4693.746.23 701 46.34 10.26 0.22 105.3595.416.23 702 46.42 10.35 0.28 106.85100.006.23 703 46.47 10.45 0.36 108.98100.006.23 704 46.54 11.14 0.50 111.01100.006.32 705 46.61 12.82 0.61 112.4698.436.32 706 46.66 14.69 0.61 113.3782.136.32 707 46.75 22.68 0.57 113.6469.836.32 708 46.79 24.55 0.55 113.0360.026.41 709 46.88 25.05 0.39 111.9358.546.14 710 46.93 21.60 0.36 110.5560.776.14 711 47.02 17.85 0.36 109.9068.466.14 712 47.07 15.19 0.36 110.4279.566.23 713 47.16 13.51 0.51 111.5990.636.41 714 47.21 12.92 0.63 113.1898.896.50 715 47.25 13.41 0.75 114.9491.516.59 716 47.35 20.91 0.89 116.3979.386.77 717 47.39 25.74 0.91 117.6163.426.86 718 47.45 36.68 0.90 118.2452.386.77 719 47.53 44.77 0.90 118.7043.976.41 720 47.62 51.67 0.88 119.2740.326.14 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 22 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 721 47.67 53.74 1.00 120.0538.956.06 722 47.72 56.11 1.14 121.3339.035.97 723 47.79 61.53 1.39 122.2439.895.52 724 47.86 57.69 1.44 121.9443.223.83 725 47.97 39.64 1.10 120.8248.263.03 726 48.02 36.29 1.03 119.4154.373.03 727 48.06 33.43 1.02 118.9658.473.03 728 48.11 28.79 1.02 118.6263.803.56 729 48.20 25.34 1.01 118.5065.424.10 730 48.25 30.47 1.00 118.7160.524.45 731 48.30 37.87 1.00 119.2848.104.63 732 48.39 56.80 0.96 119.6240.654.54 733 48.43 58.08 0.94 119.6038.094.19 734 48.52 48.22 0.93 119.2741.083.74 735 48.57 42.60 0.91 118.5148.753.74 736 48.66 28.60 0.86 117.5856.633.74 737 48.71 25.44 0.78 116.3667.493.74 738 48.76 20.41 0.72 115.2674.594.01 739 48.84 17.06 0.65 114.0784.004.28 740 48.90 14.30 0.58 112.6592.344.45 741 48.98 12.13 0.47 111.12100.004.54 742 49.03 11.24 0.40 109.41100.004.63 743 49.09 10.85 0.32 107.80100.004.81 744 49.17 10.55 0.25 106.51100.004.90 745 49.22 10.26 0.25 106.02100.004.90 746 49.31 9.76 0.27 106.40100.005.08 747 49.35 9.66 0.30 107.28100.005.17 748 49.49 11.14 0.35 107.96100.005.34 749 49.54 11.54 0.34 108.3797.845.34 750 49.59 12.03 0.33 108.2592.955.43 751 49.63 13.21 0.31 108.0587.935.52 752 49.67 13.81 0.30 109.6287.225.52 753 49.77 14.79 0.53 111.3389.855.61 754 49.81 14.50 0.60 112.5594.545.70 755 49.91 13.21 0.56 109.6591.035.79 756 50.00 12.13 0.00 104.1882.775.88 757 50.05 11.54 0.00 87.36N/A5.97 758 50.09 12.18 0.00 87.36N/A6.06 759 50.14 12.72 0.00 87.36N/A7.21 760 50.23 12.23 0.00 87.36N/A7.57 761 50.28 12.13 0.00 87.36N/A7.75 762 50.33 9.76 0.00 87.36N/A7.84 Abbreviations Depth: qc: fs: u: Fines content: Unit weight: Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf) Sleeve friction resistance (tsf) Pore pressure (tsf) Percentage of fines in soil (%) Bulk soil unit weight (pcf) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 23 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 1 0.09 0.00 0.00 0.00 1.00 0.384 0.405 1.10 2.0000.99 No1.00 2 0.13 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 3 0.22 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 4 0.28 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.99 No1.00 5 0.37 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.92 No1.00 6 0.40 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.92 No1.00 7 0.46 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.92 No1.00 8 0.55 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.92 No1.00 9 0.59 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.92 No1.00 10 0.69 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.92 No1.00 11 0.74 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.92 No1.00 12 0.80 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.93 No1.00 13 0.87 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.94 No1.00 14 0.92 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.95 No1.00 15 1.01 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.97 No1.00 16 1.06 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.97 No1.00 17 1.15 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.98 No1.00 18 1.20 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.98 No1.00 19 1.29 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.98 No1.00 20 1.33 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.98 No1.00 21 1.38 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.98 No1.00 22 1.47 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.98 No1.00 23 1.52 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.98 No1.00 24 1.57 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.98 No1.00 25 1.66 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.98 No1.00 26 1.73 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.98 No1.00 27 1.81 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.98 No1.00 28 1.86 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.98 No1.00 29 1.91 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.99 No1.00 30 1.98 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.99 No1.00 31 2.04 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.99 No1.00 32 2.14 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.99 No1.00 33 2.18 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.99 No1.00 34 2.27 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.99 No1.00 35 2.30 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.99 No1.00 36 2.37 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.99 No1.00 37 2.46 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.99 No1.00 38 2.50 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.99 No1.00 39 2.56 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.99 No1.00 40 2.69 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 41 2.72 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 42 2.78 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 43 2.82 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 44 2.92 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 45 2.97 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 46 3.05 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 47 3.10 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 48 3.20 0.19 0.00 0.19 1.00 0.384 0.405 1.10 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 24 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 49 3.24 0.19 0.00 0.19 1.00 0.384 0.405 1.10 2.0000.99 No1.00 50 3.29 0.19 0.00 0.19 1.00 0.383 0.405 1.10 2.0000.99 No1.00 51 3.38 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.99 No1.00 52 3.42 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.99 No1.00 53 3.50 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.99 No1.00 54 3.57 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 55 3.63 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 56 3.70 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 57 3.77 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 58 3.84 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 59 3.89 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.99 No1.00 60 3.96 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.99 No1.00 61 4.03 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.99 No1.00 62 4.07 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.99 No1.00 63 4.16 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.99 No1.00 64 4.20 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.99 No1.00 65 4.27 0.25 0.00 0.25 1.00 0.383 0.405 1.10 2.0000.99 No1.00 66 4.35 0.25 0.00 0.25 1.00 0.383 0.404 1.10 2.0000.99 No1.00 67 4.42 0.26 0.00 0.26 1.00 0.383 0.404 1.10 2.0000.99 No1.00 68 4.48 0.26 0.00 0.26 1.00 0.383 0.404 1.10 2.0000.99 No1.00 69 4.53 0.26 0.00 0.26 1.00 0.382 0.404 1.10 2.0000.99 No1.00 70 4.62 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.99 No1.00 71 4.67 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.99 No1.00 72 4.76 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.99 No1.00 73 4.80 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.99 No1.00 74 4.90 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.99 No1.00 75 4.95 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.99 No1.00 76 4.99 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.99 No1.00 77 5.09 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.99 No1.00 78 5.13 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.99 No1.00 79 5.22 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.99 No1.00 80 5.27 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.99 No1.00 81 5.32 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.99 No1.00 82 5.41 0.31 0.00 0.31 1.00 0.382 0.404 1.10 2.0000.99 No1.00 83 5.45 0.31 0.00 0.31 1.00 0.382 0.404 1.10 2.0000.99 No1.00 84 5.57 0.32 0.00 0.32 1.00 0.382 0.403 1.10 2.0000.99 No1.00 85 5.59 0.32 0.00 0.32 1.00 0.382 0.403 1.10 2.0000.99 No1.00 86 5.68 0.32 0.00 0.32 0.99 0.382 0.403 1.10 2.0000.99 No1.00 87 5.77 0.33 0.00 0.33 0.99 0.381 0.403 1.10 2.0000.99 No1.00 88 5.78 0.33 0.00 0.33 0.99 0.381 0.403 1.10 2.0000.99 No1.00 89 5.86 0.33 0.00 0.33 0.99 0.381 0.403 1.10 2.0000.99 No1.00 90 5.96 0.34 0.00 0.34 0.99 0.381 0.403 1.10 2.0000.99 No1.00 91 6.00 0.34 0.00 0.34 0.99 0.381 0.403 1.10 2.0000.99 No1.00 92 6.05 0.34 0.00 0.34 0.99 0.381 0.403 1.10 2.0000.99 No1.00 93 6.12 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.99 No1.00 94 6.19 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.99 No1.00 95 6.23 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.99 No1.00 96 6.33 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 25 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 97 6.37 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.99 No1.00 98 6.47 0.37 0.00 0.37 0.99 0.381 0.403 1.10 2.0000.99 No1.00 99 6.51 0.37 0.00 0.37 0.99 0.381 0.403 1.10 2.0000.99 No1.00 100 6.60 0.37 0.00 0.37 0.99 0.381 0.402 1.10 2.0000.99 No1.00 101 6.63 0.38 0.00 0.38 0.99 0.381 0.402 1.10 2.0000.99 No1.00 102 6.69 0.38 0.00 0.38 0.99 0.381 0.402 1.09 2.0000.99 No1.00 103 6.79 0.38 0.00 0.38 0.99 0.381 0.402 1.09 2.0000.99 No1.00 104 6.84 0.39 0.00 0.39 0.99 0.381 0.402 1.09 2.0000.99 No1.00 105 6.93 0.39 0.00 0.39 0.99 0.380 0.402 1.09 2.0000.99 No1.00 106 6.97 0.39 0.00 0.39 0.99 0.380 0.402 1.09 2.0000.99 No1.00 107 7.07 0.40 0.00 0.40 0.99 0.380 0.402 1.09 2.0000.99 No1.00 108 7.12 0.40 0.00 0.40 0.99 0.380 0.402 1.09 2.0000.99 No1.00 109 7.17 0.40 0.00 0.40 0.99 0.380 0.402 1.09 2.0000.99 No1.00 110 7.22 0.41 0.00 0.41 0.99 0.380 0.402 1.09 2.0000.99 No1.00 111 7.31 0.41 0.00 0.41 0.99 0.380 0.402 1.09 2.0000.99 No1.00 112 7.36 0.42 0.00 0.42 0.99 0.380 0.402 1.09 2.0000.99 No1.00 113 7.45 0.42 0.00 0.42 0.99 0.380 0.402 1.09 2.0000.98 No1.00 114 7.49 0.42 0.00 0.42 0.99 0.380 0.402 1.09 2.0000.98 No1.00 115 7.57 0.43 0.00 0.43 0.99 0.380 0.402 1.09 2.0000.98 No1.00 116 7.70 0.43 0.00 0.43 0.99 0.380 0.401 1.09 2.0000.99 No1.00 117 7.72 0.44 0.00 0.44 0.99 0.380 0.401 1.09 2.0000.99 No1.00 118 7.77 0.44 0.00 0.44 0.99 0.380 0.401 1.09 2.0000.99 No1.00 119 7.82 0.44 0.00 0.44 0.99 0.380 0.401 1.08 2.0000.99 No1.00 120 7.90 0.45 0.00 0.45 0.99 0.380 0.401 1.08 2.0000.99 No1.00 121 7.95 0.45 0.00 0.45 0.99 0.380 0.401 1.08 2.0000.99 No1.00 122 8.04 0.45 0.00 0.45 0.99 0.379 0.401 1.08 2.0000.99 No1.00 123 8.08 0.46 0.00 0.46 0.99 0.379 0.401 1.08 2.0000.99 No1.00 124 8.14 0.46 0.00 0.46 0.99 0.379 0.401 1.08 2.0000.99 No1.00 125 8.21 0.46 0.00 0.46 0.99 0.379 0.401 1.08 2.0000.99 No1.00 126 8.28 0.47 0.00 0.47 0.99 0.379 0.401 1.07 2.0000.99 No1.00 127 8.34 0.47 0.00 0.47 0.99 0.379 0.401 1.07 2.0000.99 No1.00 128 8.41 0.47 0.00 0.47 0.99 0.379 0.401 1.07 2.0000.99 No1.00 129 8.47 0.48 0.00 0.48 0.99 0.379 0.401 1.07 2.0000.99 No1.00 130 8.55 0.48 0.00 0.48 0.99 0.379 0.401 1.07 2.0000.99 No1.00 131 8.60 0.48 0.00 0.48 0.99 0.379 0.401 1.07 2.0000.99 No1.00 132 8.69 0.49 0.00 0.49 0.99 0.379 0.400 1.07 2.0000.99 No1.00 133 8.73 0.49 0.00 0.49 0.99 0.379 0.400 1.07 2.0000.99 No1.00 134 8.82 0.50 0.00 0.50 0.99 0.379 0.400 1.07 2.0000.99 No1.00 135 8.88 0.50 0.00 0.50 0.99 0.379 0.400 1.07 2.0000.99 No1.00 136 8.97 0.51 0.00 0.51 0.99 0.379 0.400 1.07 2.0000.99 No1.00 137 9.02 0.51 0.00 0.51 0.99 0.379 0.400 1.07 2.0000.99 No1.00 138 9.06 0.51 0.00 0.51 0.99 0.379 0.400 1.07 2.0000.99 No1.00 139 9.13 0.51 0.00 0.51 0.99 0.378 0.400 1.07 2.0000.99 No1.00 140 9.20 0.52 0.00 0.52 0.99 0.378 0.400 1.07 2.0000.99 No1.00 141 9.29 0.52 0.00 0.52 0.99 0.378 0.400 1.07 2.0000.99 No1.00 142 9.34 0.53 0.00 0.53 0.99 0.378 0.400 1.06 2.0000.99 No1.00 143 9.40 0.53 0.00 0.53 0.99 0.378 0.400 1.06 2.0000.99 No1.00 144 9.47 0.53 0.00 0.53 0.99 0.378 0.400 1.06 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 26 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 145 9.56 0.54 0.00 0.54 0.99 0.378 0.400 1.06 2.0000.99 No1.00 146 9.61 0.54 0.00 0.54 0.99 0.378 0.400 1.06 2.0000.99 No1.00 147 9.70 0.55 0.00 0.55 0.99 0.378 0.399 1.06 2.0000.99 No1.00 148 9.74 0.55 0.00 0.55 0.99 0.378 0.399 1.06 2.0000.99 No1.00 149 9.79 0.55 0.00 0.55 0.99 0.378 0.399 1.06 2.0000.99 No1.00 150 9.88 0.56 0.00 0.56 0.98 0.378 0.399 1.06 2.0000.99 No1.00 151 9.93 0.56 0.00 0.56 0.98 0.378 0.399 1.06 2.0000.99 No1.00 152 9.98 0.56 0.00 0.56 0.98 0.378 0.399 1.06 2.0000.99 No1.00 153 10.07 0.57 0.00 0.57 0.98 0.378 0.399 1.06 2.0000.99 No1.00 154 10.12 0.57 0.00 0.57 0.98 0.378 0.399 1.06 2.0000.99 No1.00 155 10.21 0.58 0.00 0.58 0.98 0.377 0.399 1.05 2.0000.99 No1.00 156 10.25 0.58 0.00 0.58 0.98 0.377 0.399 1.05 2.0000.99 No1.00 157 10.35 0.58 0.00 0.58 0.98 0.377 0.399 1.05 2.0000.99 No1.00 158 10.40 0.59 0.00 0.59 0.98 0.377 0.399 1.05 2.0000.99 No1.00 159 10.44 0.59 0.00 0.59 0.98 0.377 0.399 1.05 2.0000.99 No1.00 160 10.50 0.59 0.00 0.59 0.98 0.377 0.399 1.05 2.0000.99 No1.00 161 10.58 0.60 0.00 0.60 0.98 0.377 0.399 1.05 2.0000.99 No1.00 162 10.64 0.60 0.00 0.60 0.98 0.377 0.399 1.05 2.0000.99 No1.00 163 10.71 0.60 0.00 0.60 0.98 0.377 0.398 1.05 2.0000.99 No1.00 164 10.76 0.61 0.00 0.61 0.98 0.377 0.398 1.05 2.0000.99 No1.00 165 10.85 0.61 0.00 0.61 0.98 0.377 0.398 1.05 2.0000.99 No1.00 166 10.90 0.61 0.00 0.61 0.98 0.377 0.398 1.05 2.0000.99 No1.00 167 10.98 0.62 0.00 0.62 0.98 0.377 0.398 1.05 2.0000.99 No1.00 168 11.09 0.63 0.00 0.63 0.98 0.377 0.398 1.05 2.0000.99 No1.00 169 11.13 0.63 0.00 0.63 0.98 0.376 0.398 1.05 2.0000.99 No1.00 170 11.18 0.63 0.00 0.63 0.98 0.376 0.398 1.05 2.0000.99 No1.00 171 11.22 0.63 0.00 0.63 0.98 0.376 0.398 1.05 2.0000.99 No1.00 172 11.31 0.64 0.00 0.64 0.98 0.376 0.398 1.05 2.0000.98 No1.00 173 11.36 0.64 0.00 0.64 0.98 0.376 0.398 1.05 2.0000.98 No1.00 174 11.45 0.65 0.00 0.65 0.98 0.376 0.398 1.05 2.0000.98 No1.00 175 11.50 0.65 0.00 0.65 0.98 0.376 0.398 1.05 2.0000.98 No1.00 176 11.59 0.65 0.00 0.65 0.98 0.376 0.397 1.05 2.0000.98 No1.00 177 11.63 0.66 0.00 0.66 0.98 0.376 0.397 1.05 2.0000.98 No1.00 178 11.69 0.66 0.00 0.66 0.98 0.376 0.397 1.05 2.0000.98 No1.00 179 11.77 0.67 0.00 0.67 0.98 0.376 0.397 1.05 2.0000.98 No1.00 180 11.82 0.67 0.00 0.67 0.98 0.376 0.397 1.05 2.0000.98 No1.00 181 11.90 0.67 0.00 0.67 0.98 0.376 0.397 1.05 2.0000.98 No1.00 182 11.96 0.68 0.00 0.68 0.98 0.376 0.397 1.05 2.0000.98 No1.00 183 12.01 0.68 0.00 0.68 0.98 0.376 0.397 1.05 2.0000.98 No1.00 184 12.09 0.68 0.00 0.68 0.98 0.376 0.397 1.05 2.0000.98 No1.00 185 12.14 0.69 0.00 0.69 0.98 0.375 0.397 1.05 2.0000.98 No1.00 186 12.24 0.69 0.00 0.69 0.98 0.375 0.397 1.04 2.0000.99 No1.00 187 12.28 0.69 0.00 0.69 0.98 0.375 0.397 1.04 2.0000.98 No1.00 188 12.36 0.70 0.00 0.70 0.98 0.375 0.397 1.04 2.0000.98 No1.00 189 12.42 0.70 0.00 0.70 0.98 0.375 0.397 1.04 2.0000.98 No1.00 190 12.51 0.71 0.00 0.71 0.98 0.375 0.396 1.04 2.0000.99 No1.00 191 12.56 0.71 0.00 0.71 0.98 0.375 0.396 1.04 2.0000.99 No1.00 192 12.62 0.71 0.00 0.71 0.98 0.375 0.396 1.04 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 27 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 193 12.67 0.72 0.00 0.72 0.98 0.375 0.396 1.04 2.0000.99 No1.00 194 12.76 0.72 0.00 0.72 0.98 0.375 0.396 1.03 2.0000.99 No1.00 195 12.85 0.73 0.00 0.73 0.98 0.375 0.396 1.03 2.0000.99 No1.00 196 12.89 0.73 0.00 0.73 0.98 0.375 0.396 1.03 2.0000.99 No1.00 197 12.93 0.73 0.00 0.73 0.98 0.375 0.396 1.03 2.0000.99 No1.00 198 13.03 0.74 0.00 0.74 0.98 0.375 0.396 1.03 2.0000.99 No1.00 199 13.07 0.74 0.00 0.74 0.98 0.374 0.396 1.03 2.0000.99 No1.00 200 13.17 0.74 0.00 0.74 0.98 0.374 0.396 1.03 2.0000.99 No1.00 201 13.22 0.75 0.00 0.75 0.98 0.374 0.396 1.03 2.0000.99 No1.00 202 13.26 0.75 0.00 0.75 0.98 0.374 0.396 1.03 2.0000.99 No1.00 203 13.39 0.76 0.00 0.76 0.98 0.374 0.396 1.03 2.0000.99 No1.00 204 13.49 0.76 0.00 0.76 0.98 0.374 0.395 1.03 2.0000.99 No1.00 205 13.53 0.76 0.00 0.76 0.98 0.374 0.395 1.03 2.0000.99 No1.00 206 13.59 0.77 0.00 0.77 0.98 0.374 0.395 1.03 2.0000.99 No1.00 207 13.66 0.77 0.00 0.77 0.97 0.374 0.395 1.03 2.0000.99 No1.00 208 13.78 0.78 0.00 0.78 0.97 0.374 0.395 1.03 2.0000.99 No1.00 209 13.81 0.78 0.00 0.78 0.97 0.374 0.395 1.03 2.0000.99 No1.00 210 13.86 0.78 0.00 0.78 0.97 0.374 0.395 1.03 2.0000.99 No1.00 211 13.95 0.79 0.00 0.79 0.97 0.374 0.395 1.03 2.0000.99 No1.00 212 13.99 0.79 0.00 0.79 0.97 0.374 0.395 1.03 2.0000.99 No1.00 213 14.04 0.79 0.00 0.79 0.97 0.373 0.395 1.03 2.0000.99 No1.00 214 14.13 0.80 0.00 0.80 0.97 0.373 0.395 1.03 2.0000.99 No1.00 215 14.18 0.80 0.00 0.80 0.97 0.373 0.395 1.03 2.0000.99 No1.00 216 14.24 0.81 0.00 0.81 0.97 0.373 0.395 1.03 2.0000.99 No1.00 217 14.32 0.81 0.00 0.81 0.97 0.373 0.394 1.03 2.0000.98 No1.00 218 14.41 0.82 0.00 0.82 0.97 0.373 0.394 1.03 2.0000.98 No1.00 219 14.46 0.82 0.00 0.82 0.97 0.373 0.394 1.03 2.0000.98 No1.00 220 14.50 0.82 0.00 0.82 0.97 0.373 0.394 1.03 2.0000.98 No1.00 221 14.60 0.83 0.00 0.83 0.97 0.373 0.394 1.02 2.0000.98 No1.00 222 14.64 0.83 0.00 0.83 0.97 0.373 0.394 1.02 2.0000.98 No1.00 223 14.73 0.83 0.00 0.83 0.97 0.373 0.394 1.02 2.0000.99 No1.00 224 14.78 0.84 0.00 0.84 0.97 0.373 0.394 1.02 2.0000.99 No1.00 225 14.87 0.84 0.00 0.84 0.97 0.373 0.394 1.02 2.0000.99 No1.00 226 14.92 0.85 0.00 0.85 0.97 0.372 0.394 1.02 2.0000.99 No1.00 227 14.96 0.85 0.00 0.85 0.97 0.372 0.394 1.02 2.0000.99 No1.00 228 15.05 0.85 0.00 0.85 0.97 0.372 0.394 1.02 2.0000.99 No1.00 229 15.09 0.86 0.00 0.86 0.97 0.372 0.394 1.02 2.0000.99 No1.00 230 15.19 0.86 0.00 0.86 0.97 0.372 0.393 1.02 2.0000.99 No1.00 231 15.23 0.86 0.00 0.86 0.97 0.372 0.393 1.02 2.0000.99 No1.00 232 15.32 0.87 0.00 0.87 0.97 0.372 0.393 1.02 2.0000.99 No1.00 233 15.37 0.87 0.00 0.87 0.97 0.372 0.393 1.02 2.0000.99 No1.00 234 15.45 0.88 0.00 0.88 0.97 0.372 0.393 1.02 2.0000.99 No1.00 235 15.51 0.88 0.00 0.88 0.97 0.372 0.393 1.02 2.0000.99 No1.00 236 15.55 0.88 0.00 0.88 0.97 0.372 0.393 1.02 2.0000.99 No1.00 237 15.65 0.89 0.00 0.89 0.97 0.372 0.393 1.02 2.0000.99 No1.00 238 15.70 0.89 0.00 0.89 0.97 0.372 0.393 1.02 2.0000.99 No1.00 239 15.79 0.90 0.00 0.90 0.97 0.372 0.393 1.02 2.0000.99 No1.00 240 15.84 0.90 0.00 0.90 0.97 0.371 0.393 1.02 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 28 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 241 15.93 0.91 0.00 0.91 0.97 0.371 0.393 1.01 2.0000.99 No1.00 242 15.97 0.91 0.00 0.91 0.97 0.371 0.393 1.01 2.0000.99 No1.00 243 16.02 0.91 0.00 0.91 0.97 0.371 0.392 1.01 2.0000.99 No1.00 244 16.11 0.92 0.00 0.92 0.97 0.371 0.392 1.01 2.0000.99 No1.00 245 16.16 0.92 0.00 0.92 0.97 0.371 0.392 1.01 2.0000.99 No1.00 246 16.25 0.93 0.00 0.93 0.97 0.371 0.392 1.01 2.0000.99 No1.00 247 16.29 0.93 0.00 0.93 0.97 0.371 0.392 1.01 2.0000.99 No1.00 248 16.34 0.93 0.00 0.93 0.97 0.371 0.392 1.01 2.0000.99 No1.00 249 16.43 0.94 0.00 0.94 0.97 0.371 0.392 1.01 2.0000.99 No1.00 250 16.47 0.94 0.00 0.94 0.97 0.371 0.392 1.01 2.0000.99 No1.00 251 16.54 0.94 0.00 0.94 0.97 0.371 0.392 1.01 2.0000.99 No1.00 252 16.62 0.95 0.00 0.95 0.97 0.371 0.392 1.01 2.0000.99 No1.00 253 16.67 0.95 0.00 0.95 0.97 0.371 0.392 1.01 2.0000.99 No1.00 254 16.75 0.96 0.00 0.96 0.97 0.370 0.392 1.01 2.0000.99 No1.00 255 16.80 0.96 0.00 0.96 0.97 0.370 0.391 1.01 2.0000.99 No1.00 256 16.89 0.97 0.00 0.97 0.97 0.370 0.391 1.01 2.0000.99 No1.00 257 16.94 0.97 0.00 0.97 0.97 0.370 0.391 1.01 2.0000.99 No1.00 258 17.03 0.97 0.00 0.97 0.97 0.370 0.391 1.01 2.0000.99 No1.00 259 17.08 0.98 0.00 0.98 0.96 0.370 0.391 1.01 2.0000.99 No1.00 260 17.13 0.98 0.00 0.98 0.96 0.370 0.391 1.01 2.0000.99 No1.00 261 17.21 0.98 0.00 0.98 0.96 0.370 0.391 1.01 2.0000.99 No1.00 262 17.30 0.99 0.00 0.99 0.96 0.370 0.391 1.01 2.0000.99 No1.00 263 17.35 0.99 0.00 0.99 0.96 0.370 0.391 1.01 2.0000.99 No1.00 264 17.45 1.00 0.00 1.00 0.96 0.370 0.391 1.01 2.0000.99 No1.00 265 17.49 1.00 0.00 1.00 0.96 0.370 0.391 1.01 2.0000.99 No1.00 266 17.54 1.00 0.00 1.00 0.96 0.370 0.391 1.00 2.0000.99 No1.00 267 17.63 1.01 0.00 1.01 0.96 0.369 0.390 1.00 2.0000.99 No1.00 268 17.68 1.01 0.00 1.01 0.96 0.369 0.390 1.00 2.0000.99 No1.00 269 17.72 1.02 0.00 1.02 0.96 0.369 0.390 1.00 2.0000.99 No1.00 270 17.82 1.02 0.00 1.02 0.96 0.369 0.390 1.00 2.0000.99 No1.00 271 17.86 1.02 0.00 1.02 0.96 0.369 0.390 1.00 2.0000.99 No1.00 272 17.91 1.03 0.00 1.03 0.96 0.369 0.390 1.00 2.0000.99 No1.00 273 18.00 1.03 0.00 1.03 0.96 0.369 0.390 1.00 2.0000.99 No1.00 274 18.09 1.04 0.00 1.04 0.96 0.369 0.390 1.00 2.0000.99 No1.00 275 18.14 1.04 0.00 1.04 0.96 0.369 0.390 1.00 2.0000.99 No1.00 276 18.19 1.04 0.00 1.04 0.96 0.369 0.390 1.00 2.0000.99 No1.00 277 18.27 1.05 0.00 1.05 0.96 0.369 0.390 1.00 2.0000.99 No1.00 278 18.32 1.05 0.00 1.05 0.96 0.369 0.390 1.00 2.0000.99 No1.00 279 18.40 1.06 0.00 1.06 0.96 0.368 0.390 1.00 2.0000.99 No1.00 280 18.46 1.06 0.00 1.06 0.96 0.368 0.389 1.00 2.0000.99 No1.00 281 18.53 1.07 0.00 1.07 0.96 0.368 0.389 1.00 2.0000.99 No1.00 282 18.60 1.07 0.00 1.07 0.96 0.368 0.389 1.00 2.0000.98 No1.00 283 18.64 1.07 0.00 1.07 0.96 0.368 0.389 1.00 2.0000.98 No1.00 284 18.74 1.08 0.00 1.08 0.96 0.368 0.389 1.00 2.0000.98 No1.00 285 18.79 1.08 0.00 1.08 0.96 0.368 0.389 1.00 2.0000.98 No1.00 286 18.87 1.09 0.00 1.09 0.96 0.368 0.389 1.00 2.0000.98 No1.00 287 18.92 1.09 0.00 1.09 0.96 0.368 0.389 1.00 2.0000.99 No1.00 288 18.97 1.09 0.00 1.09 0.96 0.368 0.389 1.00 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 29 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 289 19.04 1.10 0.00 1.10 0.96 0.368 0.389 1.00 2.0000.99 No1.00 290 19.11 1.10 0.00 1.10 0.96 0.368 0.389 1.00 2.0000.99 No1.00 291 19.20 1.11 0.00 1.11 0.96 0.368 0.389 1.00 2.0000.99 No1.00 292 19.24 1.11 0.00 1.11 0.96 0.367 0.388 1.00 2.0000.99 No1.00 293 19.34 1.12 0.00 1.12 0.96 0.367 0.388 0.99 2.0000.99 No1.00 294 19.40 1.12 0.00 1.12 0.96 0.367 0.388 0.99 2.0000.99 No1.00 295 19.44 1.12 0.00 1.12 0.96 0.367 0.388 0.99 2.0000.99 No1.00 296 19.50 1.12 0.00 1.12 0.96 0.367 0.388 0.99 2.0000.99 No1.00 297 19.57 1.13 0.00 1.13 0.96 0.367 0.388 0.99 2.0000.99 No1.00 298 19.62 1.13 0.00 1.13 0.96 0.367 0.388 0.99 2.0000.99 No1.00 299 19.76 1.14 0.00 1.14 0.96 0.367 0.388 0.99 2.0000.99 No1.00 300 19.80 1.14 0.00 1.14 0.96 0.367 0.388 0.99 2.0000.99 No1.00 301 19.84 1.15 0.00 1.15 0.96 0.367 0.388 0.99 2.0000.99 No1.00 302 19.90 1.15 0.00 1.15 0.96 0.367 0.388 0.99 2.0000.99 No1.00 303 19.99 1.15 0.00 1.15 0.96 0.367 0.387 0.99 2.0000.99 No1.00 304 20.04 1.16 0.00 1.16 0.96 0.367 0.387 0.99 2.0000.99 No1.00 305 20.09 1.16 0.00 1.16 0.96 0.366 0.387 0.99 2.0000.99 No1.00 306 20.17 1.17 0.00 1.17 0.96 0.366 0.387 0.99 2.0000.99 No1.00 307 20.22 1.17 0.00 1.17 0.96 0.366 0.387 0.99 2.0000.99 No1.00 308 20.28 1.17 0.00 1.17 0.95 0.366 0.387 0.99 2.0000.99 No1.00 309 20.36 1.18 0.00 1.18 0.95 0.366 0.387 0.99 2.0000.99 No1.00 310 20.45 1.18 0.00 1.18 0.95 0.366 0.387 0.99 2.0000.99 No1.00 311 20.54 1.19 0.00 1.19 0.95 0.366 0.387 0.99 2.0000.99 No1.00 312 20.59 1.19 0.00 1.19 0.95 0.366 0.387 0.99 2.0000.99 No1.00 313 20.68 1.20 0.00 1.20 0.95 0.366 0.387 0.99 2.0000.99 No1.00 314 20.69 1.20 0.00 1.20 0.95 0.366 0.387 0.99 2.0000.99 No1.00 315 20.81 1.20 0.00 1.20 0.95 0.366 0.386 0.99 2.0000.99 No1.00 316 20.87 1.21 0.00 1.21 0.95 0.365 0.386 0.99 2.0000.99 No1.00 317 20.95 1.21 0.00 1.21 0.95 0.365 0.386 0.99 2.0000.99 No1.00 318 21.00 1.22 0.00 1.22 0.95 0.365 0.386 0.99 2.0000.99 No1.00 319 21.09 1.22 0.00 1.22 0.95 0.365 0.386 0.99 2.0000.99 No1.00 320 21.14 1.22 0.00 1.22 0.95 0.365 0.386 0.99 2.0000.99 No1.00 321 21.23 1.23 0.00 1.23 0.95 0.365 0.386 0.99 2.0000.99 No1.00 322 21.28 1.23 0.00 1.23 0.95 0.365 0.386 0.99 2.0000.99 No1.00 323 21.37 1.24 0.00 1.24 0.95 0.365 0.386 0.99 2.0000.99 No1.00 324 21.42 1.24 0.00 1.24 0.95 0.365 0.386 0.99 2.0000.99 No1.00 325 21.51 1.25 0.00 1.25 0.95 0.365 0.385 0.99 2.0000.99 No1.00 326 21.54 1.25 0.00 1.25 0.95 0.365 0.385 0.99 2.0000.99 No1.00 327 21.64 1.25 0.00 1.25 0.95 0.365 0.385 0.99 2.0000.99 No1.00 328 21.66 1.25 0.00 1.25 0.95 0.364 0.385 0.99 2.0000.99 No1.00 329 21.74 1.26 0.00 1.26 0.95 0.364 0.385 0.99 2.0000.99 No1.00 330 21.79 1.26 0.00 1.26 0.95 0.364 0.385 0.99 2.0000.99 No1.00 331 21.88 1.27 0.00 1.27 0.95 0.364 0.385 0.99 2.0000.99 No1.00 332 21.97 1.27 0.00 1.27 0.95 0.364 0.385 0.98 2.0000.99 No1.00 333 22.02 1.27 0.00 1.27 0.95 0.364 0.385 0.98 2.0000.99 No1.00 334 22.06 1.28 0.00 1.28 0.95 0.364 0.385 0.98 2.0000.99 No1.00 335 22.14 1.28 0.00 1.28 0.95 0.364 0.385 0.98 2.0000.99 No1.00 336 22.18 1.28 0.00 1.28 0.95 0.364 0.385 0.98 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 30 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 337 22.27 1.29 0.00 1.29 0.95 0.364 0.384 0.98 2.0000.99 No1.00 338 22.32 1.29 0.00 1.29 0.95 0.364 0.384 0.98 2.0000.99 No1.00 339 22.41 1.30 0.00 1.30 0.95 0.364 0.384 0.98 2.0000.99 No1.00 340 22.46 1.30 0.00 1.30 0.95 0.363 0.384 0.98 2.0000.99 No1.00 341 22.54 1.30 0.00 1.30 0.95 0.363 0.384 0.98 2.0000.99 No1.00 342 22.60 1.31 0.00 1.31 0.95 0.363 0.384 0.98 2.0000.99 No1.00 343 22.66 1.31 0.00 1.31 0.95 0.363 0.384 0.98 2.0000.99 No1.00 344 22.74 1.31 0.00 1.31 0.95 0.363 0.384 0.98 2.0000.99 No1.00 345 22.77 1.32 0.00 1.32 0.95 0.363 0.384 0.98 2.0000.99 No1.00 346 22.88 1.32 0.00 1.32 0.95 0.363 0.384 0.98 2.0000.99 No1.00 347 22.91 1.33 0.00 1.33 0.95 0.363 0.384 0.98 2.0000.99 No1.00 348 23.03 1.33 0.00 1.33 0.95 0.363 0.383 0.98 2.0000.99 No1.00 349 23.06 1.33 0.00 1.33 0.95 0.363 0.383 0.98 2.0000.99 No1.00 350 23.10 1.34 0.00 1.34 0.95 0.363 0.383 0.98 2.0000.99 No1.00 351 23.20 1.34 0.00 1.34 0.95 0.363 0.383 0.98 2.0000.99 No1.00 352 23.24 1.34 0.00 1.34 0.95 0.362 0.383 0.98 2.0000.99 No1.00 353 23.33 1.35 0.00 1.35 0.94 0.362 0.383 0.98 2.0000.99 No1.00 354 23.38 1.35 0.00 1.35 0.94 0.362 0.383 0.98 2.0000.99 No1.00 355 23.47 1.36 0.00 1.36 0.94 0.362 0.383 0.98 2.0000.99 No1.00 356 23.50 1.36 0.00 1.36 0.94 0.362 0.383 0.98 2.0000.99 No1.00 357 23.57 1.36 0.00 1.36 0.94 0.362 0.383 0.98 2.0000.99 No1.00 358 23.65 1.37 0.00 1.37 0.94 0.362 0.383 0.98 2.0000.99 No1.00 359 23.70 1.37 0.00 1.37 0.94 0.362 0.382 0.98 2.0000.99 No1.00 360 23.80 1.37 0.00 1.37 0.94 0.362 0.382 0.98 2.0000.99 No1.00 361 23.84 1.38 0.00 1.38 0.94 0.362 0.382 0.98 2.0000.99 No1.00 362 23.89 1.38 0.00 1.38 0.94 0.362 0.382 0.98 2.0000.99 No1.00 363 23.97 1.38 0.00 1.38 0.94 0.361 0.382 0.98 2.0000.99 No1.00 364 24.02 1.39 0.00 1.39 0.94 0.361 0.382 0.98 2.0000.99 No1.00 365 24.14 1.39 0.00 1.39 0.94 0.361 0.382 0.98 2.0000.99 No1.00 366 24.16 1.40 0.00 1.40 0.94 0.361 0.382 0.98 2.0000.99 No1.00 367 24.24 1.40 0.00 1.40 0.94 0.361 0.382 0.98 2.0000.99 No1.00 368 24.30 1.40 0.00 1.40 0.94 0.361 0.382 0.98 2.0000.99 No1.00 369 24.39 1.41 0.00 1.41 0.94 0.361 0.382 0.98 2.0000.99 No1.00 370 24.43 1.41 0.00 1.41 0.94 0.361 0.381 0.98 2.0000.99 No1.00 371 24.48 1.41 0.00 1.41 0.94 0.361 0.381 0.98 2.0000.99 No1.00 372 24.57 1.42 0.00 1.42 0.94 0.361 0.381 0.98 2.0000.99 No1.00 373 24.61 1.42 0.00 1.42 0.94 0.361 0.381 0.98 2.0000.99 No1.00 374 24.70 1.43 0.00 1.43 0.94 0.361 0.381 0.98 2.0000.99 No1.00 375 24.75 1.43 0.00 1.43 0.94 0.360 0.381 0.98 2.0000.99 No1.00 376 24.84 1.43 0.00 1.43 0.94 0.360 0.381 0.98 2.0000.99 No1.00 377 24.89 1.44 0.00 1.44 0.94 0.360 0.381 0.97 2.0000.99 No1.00 378 24.96 1.44 0.00 1.44 0.94 0.360 0.381 0.97 2.0000.99 No1.00 379 25.01 1.44 0.00 1.44 0.94 0.360 0.381 0.97 2.0000.99 No1.00 380 25.08 1.45 0.00 1.45 0.94 0.360 0.381 0.97 2.0000.99 No1.00 381 25.17 1.45 0.00 1.45 0.94 0.360 0.380 0.97 2.0000.99 No1.00 382 25.21 1.45 0.00 1.45 0.94 0.360 0.380 0.97 2.0000.99 No1.00 383 25.31 1.46 0.00 1.46 0.94 0.360 0.380 0.97 2.0000.99 No1.00 384 25.36 1.46 0.00 1.46 0.94 0.360 0.380 0.97 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 31 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 385 25.40 1.47 0.00 1.47 0.94 0.360 0.380 0.97 2.0000.99 No1.00 386 25.50 1.47 0.00 1.47 0.94 0.359 0.380 0.97 2.0000.99 No1.00 387 25.54 1.47 0.00 1.47 0.94 0.359 0.380 0.97 2.0000.99 No1.00 388 25.59 1.48 0.00 1.48 0.94 0.359 0.380 0.97 2.0000.99 No1.00 389 25.68 1.48 0.00 1.48 0.94 0.359 0.380 0.97 2.0000.99 No1.00 390 25.72 1.48 0.00 1.48 0.94 0.359 0.380 0.97 2.0000.99 No1.00 391 25.82 1.49 0.00 1.49 0.94 0.359 0.380 0.97 2.0000.99 No1.00 392 25.87 1.49 0.00 1.49 0.94 0.359 0.379 0.97 2.0000.99 No1.00 393 25.95 1.50 0.00 1.50 0.94 0.359 0.379 0.97 2.0000.99 No1.00 394 26.00 1.50 0.00 1.50 0.94 0.359 0.379 0.97 2.0000.99 No1.00 395 26.09 1.51 0.00 1.51 0.94 0.359 0.379 0.97 2.0000.99 No1.00 396 26.14 1.51 0.00 1.51 0.94 0.359 0.379 0.97 2.0000.99 No1.00 397 26.19 1.51 0.00 1.51 0.93 0.359 0.379 0.97 2.0000.99 No1.00 398 26.27 1.52 0.00 1.52 0.93 0.358 0.379 0.97 2.0000.99 No1.00 399 26.32 1.52 0.00 1.52 0.93 0.358 0.379 0.97 2.0000.99 No1.00 400 26.42 1.52 0.00 1.52 0.93 0.358 0.379 0.97 2.0000.99 No1.00 401 26.46 1.53 0.00 1.53 0.93 0.358 0.379 0.97 2.0000.99 No1.00 402 26.51 1.53 0.00 1.53 0.93 0.358 0.379 0.97 2.0000.99 No1.00 403 26.60 1.54 0.00 1.54 0.93 0.358 0.378 0.97 2.0000.99 No1.00 404 26.65 1.54 0.00 1.54 0.93 0.358 0.378 0.97 2.0000.99 No1.00 405 26.74 1.54 0.00 1.54 0.93 0.358 0.378 0.97 2.0000.99 No1.00 406 26.78 1.55 0.00 1.55 0.93 0.358 0.378 0.97 2.0000.99 No1.00 407 26.88 1.55 0.00 1.55 0.93 0.358 0.378 0.97 2.0000.99 No1.00 408 26.91 1.55 0.00 1.55 0.93 0.358 0.378 0.97 2.0000.99 No1.00 409 27.02 1.56 0.00 1.56 0.93 0.358 0.378 0.97 0.3740.99 No1.00 410 27.06 1.56 0.00 1.56 0.93 0.358 0.378 0.97 0.3740.99 No1.00 411 27.11 1.57 0.00 1.56 0.93 0.358 0.378 0.97 0.3750.99 No1.00 412 27.20 1.57 0.01 1.56 0.93 0.359 0.379 0.97 0.3760.99 No1.00 413 27.25 1.57 0.01 1.57 0.93 0.359 0.379 0.97 0.3760.99 No1.00 414 27.39 1.58 0.01 1.57 0.93 0.360 0.380 0.96 0.3770.99 No1.00 415 27.43 1.58 0.01 1.57 0.93 0.360 0.380 0.96 0.3780.99 No1.00 416 27.50 1.59 0.02 1.57 0.93 0.360 0.381 0.96 0.3790.99 No1.00 417 27.57 1.59 0.02 1.57 0.93 0.361 0.381 0.96 0.3790.99 No1.00 418 27.64 1.60 0.02 1.58 0.93 0.361 0.382 0.96 0.3800.99 No1.00 419 27.71 1.60 0.02 1.58 0.93 0.361 0.382 0.96 0.3810.99 No1.00 420 27.79 1.61 0.02 1.58 0.93 0.362 0.383 0.96 0.3820.99 No1.00 421 27.83 1.61 0.03 1.58 0.93 0.362 0.383 0.96 0.3820.99 No1.00 422 27.89 1.61 0.03 1.58 0.93 0.362 0.383 0.96 0.3830.99 No1.00 423 27.97 1.62 0.03 1.59 0.93 0.363 0.384 0.96 0.3830.99 No1.00 424 28.03 1.62 0.03 1.59 0.93 0.363 0.384 0.96 0.3840.99 No1.00 425 28.11 1.63 0.03 1.59 0.93 0.364 0.384 0.96 0.3840.99 No1.00 426 28.15 1.63 0.04 1.59 0.93 0.364 0.385 0.96 0.3850.99 No1.00 427 28.25 1.63 0.04 1.59 0.93 0.364 0.385 0.96 0.3850.99 No1.00 428 28.30 1.64 0.04 1.60 0.93 0.365 0.385 0.96 0.3850.99 No1.00 429 28.39 1.64 0.04 1.60 0.93 0.365 0.386 0.96 0.3860.99 No1.00 430 28.43 1.64 0.04 1.60 0.93 0.365 0.386 0.96 0.3860.99 No1.00 431 28.50 1.65 0.05 1.60 0.93 0.366 0.387 0.96 0.3870.99 No1.00 432 28.57 1.65 0.05 1.60 0.93 0.366 0.387 0.96 0.3870.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 32 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 433 28.62 1.66 0.05 1.61 0.93 0.366 0.387 0.96 0.3870.99 No1.00 434 28.71 1.66 0.05 1.61 0.93 0.367 0.388 0.96 0.3890.98 No1.00 435 28.75 1.66 0.05 1.61 0.93 0.367 0.388 0.96 0.3900.98 No1.00 436 28.84 1.67 0.06 1.61 0.93 0.368 0.389 0.95 0.3930.98 No1.00 437 28.89 1.67 0.06 1.61 0.93 0.368 0.389 0.95 0.3940.98 No1.00 438 28.94 1.68 0.06 1.61 0.93 0.368 0.389 0.95 0.3950.98 No1.00 439 29.03 1.68 0.06 1.62 0.92 0.369 0.390 0.95 0.3940.98 No1.00 440 29.08 1.68 0.06 1.62 0.92 0.369 0.390 0.95 0.3930.98 No1.00 441 29.17 1.69 0.07 1.62 0.92 0.369 0.390 0.95 0.3940.98 No1.00 442 29.22 1.69 0.07 1.62 0.92 0.369 0.391 0.95 0.3950.98 No1.00 443 29.28 1.69 0.07 1.62 0.92 0.370 0.391 0.96 0.3930.98 No1.00 444 29.35 1.70 0.07 1.63 0.92 0.370 0.391 0.95 0.3970.98 No1.00 445 29.46 1.71 0.08 1.63 0.92 0.371 0.392 0.95 0.3980.98 No1.00 446 29.50 1.71 0.08 1.63 0.92 0.371 0.392 0.95 0.3990.98 No1.00 447 29.55 1.71 0.08 1.63 0.92 0.371 0.392 0.95 0.4000.98 No1.00 448 29.60 1.71 0.08 1.63 0.92 0.371 0.393 0.95 0.4010.98 No1.00 449 29.69 1.72 0.08 1.63 0.92 0.372 0.393 0.95 0.4010.98 No1.00 450 29.73 1.72 0.09 1.64 0.92 0.372 0.393 0.95 0.4010.98 No1.00 451 29.82 1.73 0.09 1.64 0.92 0.372 0.394 0.95 0.4020.98 No1.00 452 29.92 1.73 0.09 1.64 0.92 0.373 0.394 0.95 0.4020.98 No1.00 453 30.01 1.74 0.09 1.64 0.92 0.373 0.395 0.95 0.4020.98 No1.00 454 30.07 1.74 0.10 1.65 0.92 0.374 0.395 0.95 0.4010.98 No1.00 455 30.13 1.75 0.10 1.65 0.92 0.374 0.395 0.95 0.4020.98 No1.00 456 30.19 1.75 0.10 1.65 0.92 0.374 0.396 0.95 0.4020.98 No1.00 457 30.25 1.75 0.10 1.65 0.92 0.375 0.396 0.95 0.4000.98 No1.00 458 30.34 1.76 0.10 1.65 0.92 0.375 0.396 0.96 0.3980.99 No1.00 459 30.39 1.76 0.11 1.65 0.92 0.375 0.397 0.96 0.3970.99 No1.00 460 30.47 1.77 0.11 1.66 0.92 0.376 0.397 0.96 0.3970.99 No1.00 461 30.57 1.77 0.11 1.66 0.92 0.376 0.398 0.96 0.3970.99 No1.00 462 30.59 1.77 0.11 1.66 0.92 0.376 0.398 0.96 0.3960.99 No1.00 463 30.66 1.78 0.11 1.66 0.92 0.377 0.398 0.96 0.3960.99 No1.00 464 30.71 1.78 0.12 1.66 0.92 0.377 0.398 0.96 0.3960.99 No1.00 465 30.80 1.79 0.12 1.67 0.92 0.377 0.399 0.96 0.3960.99 No1.00 466 30.85 1.79 0.12 1.67 0.92 0.377 0.399 0.96 0.3960.99 No1.00 467 30.94 1.79 0.12 1.67 0.92 0.378 0.399 0.96 0.3970.99 No1.00 468 30.99 1.80 0.12 1.67 0.92 0.378 0.400 0.96 0.3970.99 No1.00 469 31.06 1.80 0.13 1.67 0.92 0.378 0.400 0.96 0.3970.99 No1.00 470 31.13 1.80 0.13 1.68 0.92 0.379 0.400 0.96 0.3980.99 No1.00 471 31.17 1.81 0.13 1.68 0.92 0.379 0.400 0.96 0.3980.99 No1.00 472 31.26 1.81 0.13 1.68 0.92 0.379 0.401 0.96 0.3990.99 No1.00 473 31.31 1.81 0.13 1.68 0.92 0.379 0.401 0.96 0.3990.99 No1.00 474 31.40 1.82 0.14 1.68 0.92 0.380 0.402 0.96 0.4000.99 No1.00 475 31.45 1.82 0.14 1.68 0.92 0.380 0.402 0.96 0.4000.99 No1.00 476 31.58 1.83 0.14 1.69 0.92 0.381 0.402 0.96 0.4000.99 No1.00 477 31.64 1.83 0.14 1.69 0.92 0.381 0.403 0.96 0.4000.99 No1.00 478 31.72 1.84 0.15 1.69 0.91 0.381 0.403 0.96 0.4000.99 No1.00 479 31.77 1.84 0.15 1.69 0.91 0.382 0.403 0.96 0.4010.99 No1.00 480 31.85 1.85 0.15 1.69 0.91 0.382 0.404 0.96 0.4010.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 33 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 481 31.91 1.85 0.15 1.70 0.91 0.382 0.404 0.96 0.4010.99 No1.00 482 31.96 1.85 0.15 1.70 0.91 0.382 0.404 0.96 0.4020.99 No1.00 483 32.03 1.86 0.16 1.70 0.91 0.383 0.404 0.96 0.4020.99 No1.00 484 32.09 1.86 0.16 1.70 0.91 0.383 0.405 0.96 0.4040.99 No1.00 485 32.18 1.87 0.16 1.70 0.91 0.383 0.405 0.96 0.4070.99 No1.00 486 32.24 1.87 0.16 1.71 0.91 0.384 0.405 0.95 0.4090.98 No1.00 487 32.32 1.87 0.17 1.71 0.91 0.384 0.406 0.95 0.4110.98 No1.00 488 32.37 1.88 0.17 1.71 0.91 0.384 0.406 0.95 0.4120.98 No1.00 489 32.46 1.88 0.17 1.71 0.91 0.384 0.406 0.95 0.4130.98 No1.00 490 32.50 1.89 0.17 1.71 0.91 0.385 0.407 0.95 0.4140.98 No1.00 491 32.55 1.89 0.17 1.72 0.91 0.385 0.407 0.94 0.4170.98 No1.00 492 32.65 1.90 0.18 1.72 0.91 0.385 0.407 0.93 0.4250.97 No1.00 493 32.69 1.90 0.18 1.72 0.91 0.385 0.407 0.93 0.4270.97 No1.00 494 32.74 1.90 0.18 1.72 0.91 0.386 0.408 0.93 0.4320.96 No1.00 495 32.83 1.91 0.18 1.73 0.91 0.386 0.408 0.93 0.4330.96 No1.00 496 32.88 1.91 0.18 1.73 0.91 0.386 0.408 0.93 0.4280.97 No1.00 497 32.97 1.92 0.19 1.73 0.91 0.387 0.409 0.94 0.4230.97 No1.00 498 33.01 1.92 0.19 1.73 0.91 0.387 0.409 0.94 0.4200.98 No1.00 499 33.09 1.92 0.19 1.73 0.91 0.387 0.409 0.94 0.4190.98 No1.00 500 33.20 1.93 0.19 1.74 0.91 0.387 0.410 0.94 0.4190.98 No1.00 501 33.23 1.93 0.19 1.74 0.91 0.388 0.410 0.94 0.4210.98 No1.00 502 33.28 1.94 0.20 1.74 0.91 0.388 0.410 0.94 0.4250.97 No1.00 503 33.34 1.94 0.20 1.74 0.91 0.388 0.410 0.93 0.4310.97 No1.00 504 33.42 1.94 0.20 1.74 0.91 0.388 0.410 0.92 0.4400.96 No1.00 505 33.47 1.95 0.20 1.75 0.91 0.389 0.411 0.92 0.4410.96 No1.00 506 33.56 1.95 0.20 1.75 0.91 0.389 0.411 0.92 0.4460.95 No1.00 507 33.61 1.96 0.21 1.75 0.91 0.389 0.411 0.92 0.4400.96 No1.00 508 33.70 1.96 0.21 1.75 0.91 0.389 0.412 0.93 0.4370.96 No1.00 509 33.80 1.97 0.21 1.76 0.91 0.390 0.412 0.93 0.4340.97 No1.00 510 33.84 1.97 0.21 1.76 0.91 0.390 0.412 0.93 0.4320.97 No1.00 511 33.86 1.97 0.21 1.76 0.91 0.390 0.412 0.93 0.4320.97 No1.00 512 33.93 1.98 0.22 1.76 0.91 0.390 0.413 0.93 0.4320.97 No1.00 513 34.02 1.98 0.22 1.76 0.91 0.391 0.413 0.93 0.4330.97 No1.00 514 34.06 1.98 0.22 1.76 0.91 0.391 0.413 0.93 0.4330.97 No1.00 515 34.14 1.99 0.22 1.77 0.91 0.391 0.413 0.93 0.4320.97 No1.00 516 34.21 1.99 0.22 1.77 0.91 0.391 0.414 0.93 0.4320.97 No1.00 517 34.25 2.00 0.23 1.77 0.91 0.391 0.414 0.93 0.4310.97 No1.00 518 34.35 2.00 0.23 1.77 0.90 0.392 0.414 0.94 0.4310.97 No1.00 519 34.39 2.00 0.23 1.77 0.90 0.392 0.414 0.93 0.4310.97 No1.00 520 34.48 2.01 0.23 1.78 0.90 0.392 0.415 0.94 0.4290.98 No1.00 521 34.58 2.02 0.24 1.78 0.90 0.393 0.415 0.94 0.4270.98 No1.00 522 34.60 2.02 0.24 1.78 0.90 0.393 0.415 0.94 0.4290.98 No1.00 523 34.72 2.02 0.24 1.78 0.90 0.393 0.416 0.94 0.4290.98 No1.00 524 34.76 2.03 0.24 1.78 0.90 0.393 0.416 0.94 0.4290.98 No1.00 525 34.81 2.03 0.24 1.79 0.90 0.393 0.416 0.94 0.4270.98 No1.00 526 34.85 2.03 0.25 1.79 0.90 0.394 0.416 0.94 0.4260.98 No1.00 527 34.92 2.04 0.25 1.79 0.90 0.394 0.416 0.95 0.4220.98 No1.00 528 35.02 2.04 0.25 1.79 0.90 0.394 0.417 0.94 0.4290.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 34 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 529 35.06 2.04 0.25 1.79 0.90 0.394 0.417 0.94 0.4280.98 No1.00 530 35.11 2.05 0.25 1.79 0.90 0.395 0.417 0.94 0.4300.98 No1.00 531 35.20 2.05 0.26 1.80 0.90 0.395 0.417 0.94 0.4300.98 No1.00 532 35.24 2.06 0.26 1.80 0.90 0.395 0.418 0.94 0.4310.98 No1.00 533 35.34 2.06 0.26 1.80 0.90 0.395 0.418 0.94 0.4310.98 No1.00 534 35.39 2.06 0.26 1.80 0.90 0.396 0.418 0.94 0.4310.98 No1.00 535 35.48 2.07 0.26 1.81 0.90 0.396 0.418 0.94 0.4290.98 No1.00 536 35.52 2.07 0.27 1.81 0.90 0.396 0.419 0.94 0.4290.98 No1.00 537 35.57 2.08 0.27 1.81 0.90 0.396 0.419 0.94 0.4280.98 No1.00 538 35.71 2.08 0.27 1.81 0.90 0.397 0.419 0.95 0.4240.99 No1.00 539 35.76 2.09 0.27 1.81 0.90 0.397 0.419 0.95 0.4240.99 No1.00 540 35.76 2.09 0.27 1.81 0.90 0.397 0.419 0.95 0.4240.99 No1.00 541 35.84 2.09 0.28 1.82 0.90 0.397 0.420 0.95 0.4240.99 No1.00 542 35.91 2.10 0.28 1.82 0.90 0.397 0.420 0.95 0.4240.99 No1.00 543 35.98 2.10 0.28 1.82 0.90 0.398 0.420 0.95 0.4240.99 No1.00 544 36.03 2.10 0.28 1.82 0.90 0.398 0.420 0.95 0.4240.99 No1.00 545 36.12 2.11 0.28 1.82 0.90 0.398 0.421 0.95 0.4250.99 No1.00 546 36.17 2.11 0.29 1.83 0.90 0.398 0.421 0.95 0.4260.99 No1.00 547 36.26 2.12 0.29 1.83 0.90 0.398 0.421 0.95 0.4260.99 No1.00 548 36.35 2.12 0.29 1.83 0.90 0.399 0.422 0.95 0.4250.99 No1.00 549 36.38 2.13 0.29 1.83 0.90 0.399 0.422 0.95 0.4260.99 No1.00 550 36.45 2.13 0.29 1.83 0.90 0.399 0.422 0.95 0.4260.99 No1.00 551 36.50 2.13 0.30 1.84 0.90 0.399 0.422 0.95 0.4260.99 No1.00 552 36.59 2.14 0.30 1.84 0.90 0.399 0.422 0.95 0.4270.99 No1.00 553 36.63 2.14 0.30 1.84 0.90 0.400 0.422 0.95 0.4280.99 No1.00 554 36.69 2.14 0.30 1.84 0.90 0.400 0.423 0.95 0.4280.99 No1.00 555 36.77 2.15 0.30 1.84 0.90 0.400 0.423 0.95 0.4270.99 No1.00 556 36.81 2.15 0.31 1.85 0.90 0.400 0.423 0.95 0.4270.99 No1.00 557 36.91 2.16 0.31 1.85 0.89 0.400 0.423 0.95 0.4270.99 No1.00 558 37.00 2.16 0.31 1.85 0.89 0.401 0.424 0.95 0.4270.99 No1.00 559 37.04 2.17 0.31 1.85 0.89 0.401 0.424 0.95 0.4270.99 No1.00 560 37.09 2.17 0.31 1.85 0.89 0.401 0.424 0.95 0.4270.99 No1.00 561 37.15 2.17 0.32 1.86 0.89 0.401 0.424 0.95 0.4280.99 No1.00 562 37.23 2.18 0.32 1.86 0.89 0.402 0.424 0.95 0.4280.99 No1.00 563 37.28 2.18 0.32 1.86 0.89 0.402 0.425 0.95 0.4280.99 No1.00 564 37.37 2.18 0.32 1.86 0.89 0.402 0.425 0.95 0.4290.99 No1.00 565 37.41 2.19 0.32 1.86 0.89 0.402 0.425 0.95 0.4290.99 No1.00 566 37.48 2.19 0.33 1.86 0.89 0.402 0.425 0.95 0.4270.99 No1.00 567 37.54 2.19 0.33 1.87 0.89 0.402 0.425 0.95 0.4280.99 No1.00 568 37.68 2.20 0.33 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 569 37.72 2.21 0.33 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 570 37.74 2.21 0.34 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 571 37.81 2.21 0.34 1.87 0.89 0.403 0.426 0.95 0.4270.99 No1.00 572 37.95 2.22 0.34 1.88 0.89 0.404 0.427 0.95 0.4270.99 No1.00 573 38.00 2.22 0.34 1.88 0.89 0.404 0.427 0.95 0.4270.99 No1.00 574 38.04 2.22 0.34 1.88 0.89 0.404 0.427 0.95 0.4270.99 No1.00 575 38.09 2.23 0.35 1.88 0.89 0.404 0.427 0.95 0.4270.99 No1.00 576 38.13 2.23 0.35 1.88 0.89 0.404 0.427 0.95 0.4270.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 35 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 577 38.22 2.23 0.35 1.88 0.89 0.405 0.428 0.95 0.4280.99 No1.00 578 38.32 2.24 0.35 1.89 0.89 0.405 0.428 0.95 0.4280.99 No1.00 579 38.35 2.24 0.35 1.89 0.89 0.405 0.428 0.95 0.4280.99 No1.00 580 38.45 2.25 0.36 1.89 0.89 0.405 0.428 0.95 0.4290.99 No1.00 581 38.48 2.25 0.36 1.89 0.89 0.405 0.428 0.95 0.4290.99 No1.00 582 38.55 2.25 0.36 1.89 0.89 0.406 0.429 0.95 0.4290.99 No1.00 583 38.59 2.25 0.36 1.89 0.89 0.406 0.429 0.95 0.4290.99 No1.00 584 38.69 2.26 0.36 1.89 0.89 0.406 0.429 0.95 0.4290.99 No1.00 585 38.73 2.26 0.37 1.89 0.89 0.406 0.429 0.95 0.4300.99 No1.00 586 38.82 2.27 0.37 1.90 0.89 0.406 0.430 0.95 0.4300.99 No1.00 587 38.85 2.27 0.37 1.90 0.89 0.406 0.430 0.95 0.4300.99 No1.00 588 38.92 2.27 0.37 1.90 0.89 0.407 0.430 0.95 0.4300.99 No1.00 589 38.99 2.27 0.37 1.90 0.89 0.407 0.430 0.95 0.4300.99 No1.00 590 39.09 2.28 0.38 1.90 0.89 0.407 0.430 0.95 0.4310.99 No1.00 591 39.12 2.28 0.38 1.90 0.89 0.407 0.431 0.95 0.4310.99 No1.00 592 39.20 2.28 0.38 1.90 0.89 0.407 0.431 0.95 0.4310.99 No1.00 593 39.25 2.29 0.38 1.91 0.89 0.408 0.431 0.95 0.4310.99 No1.00 594 39.33 2.29 0.38 1.91 0.89 0.408 0.431 0.95 0.4310.99 No1.00 595 39.39 2.30 0.39 1.91 0.88 0.408 0.431 0.95 0.4320.99 No1.00 596 39.47 2.30 0.39 1.91 0.88 0.408 0.432 0.95 0.4320.99 No1.00 597 39.50 2.30 0.39 1.91 0.88 0.408 0.432 0.95 0.4320.99 No1.00 598 39.60 2.31 0.39 1.91 0.88 0.409 0.432 0.95 0.4320.99 No1.00 599 39.66 2.31 0.39 1.91 0.88 0.409 0.432 0.95 0.4330.99 No1.00 600 39.70 2.31 0.40 1.92 0.88 0.409 0.432 0.95 0.4330.99 No1.00 601 39.79 2.32 0.40 1.92 0.88 0.409 0.433 0.95 0.4330.99 No1.00 602 39.84 2.32 0.40 1.92 0.88 0.409 0.433 0.95 0.4330.99 No1.00 603 39.93 2.32 0.40 1.92 0.88 0.410 0.433 0.95 0.4330.99 No1.00 604 39.98 2.33 0.40 1.92 0.88 0.410 0.433 0.95 0.4330.99 No1.00 605 40.03 2.33 0.41 1.92 0.88 0.410 0.433 0.95 0.4340.99 No1.00 606 40.12 2.33 0.41 1.92 0.88 0.410 0.434 0.95 0.4340.99 No1.00 607 40.17 2.34 0.41 1.93 0.88 0.410 0.434 0.95 0.4340.99 No1.00 608 40.26 2.34 0.41 1.93 0.88 0.411 0.434 0.95 0.4350.99 No1.00 609 40.36 2.35 0.42 1.93 0.88 0.411 0.434 0.95 0.4360.99 No1.00 610 40.39 2.35 0.42 1.93 0.88 0.411 0.434 0.95 0.4360.99 No1.00 611 40.45 2.35 0.42 1.93 0.88 0.411 0.435 0.95 0.4360.99 No1.00 612 40.49 2.35 0.42 1.93 0.88 0.411 0.435 0.95 0.4370.99 No1.00 613 40.59 2.36 0.42 1.93 0.88 0.411 0.435 0.95 0.4370.99 No1.00 614 40.63 2.36 0.43 1.94 0.88 0.412 0.435 0.95 0.4370.99 No1.00 615 40.73 2.37 0.43 1.94 0.88 0.412 0.435 0.95 0.4370.99 No1.00 616 40.77 2.37 0.43 1.94 0.88 0.412 0.435 0.95 0.4370.99 No1.00 617 40.87 2.38 0.43 1.94 0.88 0.412 0.436 0.95 0.4390.99 No1.00 618 40.95 2.38 0.44 1.95 0.88 0.412 0.436 0.95 0.4410.99 No1.00 619 40.97 2.38 0.44 1.95 0.88 0.412 0.436 0.95 0.4410.99 No1.00 620 41.05 2.39 0.44 1.95 0.88 0.413 0.436 0.95 0.4400.99 No1.00 621 41.09 2.39 0.44 1.95 0.88 0.413 0.436 0.95 0.4400.99 No1.00 622 41.19 2.39 0.44 1.95 0.88 0.413 0.436 0.95 0.4390.99 No1.00 623 41.23 2.40 0.44 1.95 0.88 0.413 0.437 0.95 0.4390.99 No1.00 624 41.28 2.40 0.45 1.95 0.88 0.413 0.437 0.95 0.4390.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 36 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 625 41.35 2.40 0.45 1.96 0.88 0.413 0.437 0.95 0.4390.99 No1.00 626 41.46 2.41 0.45 1.96 0.88 0.414 0.437 0.95 0.4410.99 No1.00 627 41.50 2.41 0.45 1.96 0.88 0.414 0.437 0.95 0.4430.99 No1.00 628 41.55 2.42 0.45 1.96 0.88 0.414 0.437 0.94 0.4440.99 No1.00 629 41.60 2.42 0.46 1.96 0.88 0.414 0.437 0.94 0.4440.99 No1.00 630 41.70 2.43 0.46 1.97 0.88 0.414 0.438 0.95 0.4420.99 No1.00 631 41.78 2.43 0.46 1.97 0.88 0.414 0.438 0.95 0.4410.99 No1.00 632 41.83 2.43 0.46 1.97 0.88 0.414 0.438 0.95 0.4410.99 No1.00 633 41.87 2.44 0.46 1.97 0.87 0.414 0.438 0.95 0.4410.99 No1.00 634 41.97 2.44 0.47 1.97 0.87 0.415 0.438 0.95 0.4410.99 No1.00 635 42.00 2.44 0.47 1.98 0.87 0.415 0.438 0.95 0.4400.99 No1.00 636 42.06 2.45 0.47 1.98 0.87 0.415 0.439 0.95 0.4400.99 No1.00 637 42.15 2.45 0.47 1.98 0.87 0.415 0.439 0.95 0.4410.99 No1.00 638 42.20 2.46 0.47 1.98 0.87 0.415 0.439 0.95 0.4410.99 No1.00 639 42.26 2.46 0.48 1.98 0.87 0.415 0.439 0.95 0.4410.99 No1.00 640 42.35 2.46 0.48 1.98 0.87 0.416 0.439 0.95 0.4410.99 No1.00 641 42.40 2.47 0.48 1.99 0.87 0.416 0.439 0.95 0.4410.99 No1.00 642 42.48 2.47 0.48 1.99 0.87 0.416 0.440 0.95 0.4410.99 No1.00 643 42.54 2.47 0.48 1.99 0.87 0.416 0.440 0.95 0.4420.99 No1.00 644 42.64 2.48 0.49 1.99 0.87 0.416 0.440 0.95 0.4420.99 No1.00 645 42.68 2.48 0.49 1.99 0.87 0.416 0.440 0.95 0.4420.99 No1.00 646 42.73 2.49 0.49 1.99 0.87 0.416 0.440 0.95 0.4420.99 No1.00 647 42.82 2.49 0.49 2.00 0.87 0.417 0.440 0.95 0.4420.99 No1.00 648 42.87 2.49 0.49 2.00 0.87 0.417 0.440 0.95 0.4420.99 No1.00 649 42.98 2.50 0.50 2.00 0.87 0.417 0.441 0.95 0.4430.99 No1.00 650 43.00 2.50 0.50 2.00 0.87 0.417 0.441 0.95 0.4430.99 No1.00 651 43.05 2.50 0.50 2.00 0.87 0.417 0.441 0.95 0.4430.99 No1.00 652 43.11 2.51 0.50 2.00 0.87 0.417 0.441 0.95 0.4430.99 No1.00 653 43.18 2.51 0.50 2.00 0.87 0.417 0.441 0.95 0.4440.99 No1.00 654 43.24 2.51 0.51 2.01 0.87 0.418 0.441 0.95 0.4440.99 No1.00 655 43.36 2.52 0.51 2.01 0.87 0.418 0.442 0.95 0.4440.99 No1.00 656 43.37 2.52 0.51 2.01 0.87 0.418 0.442 0.95 0.4440.99 No1.00 657 43.46 2.53 0.51 2.01 0.87 0.418 0.442 0.95 0.4440.99 No1.00 658 43.51 2.53 0.52 2.01 0.87 0.418 0.442 0.95 0.4440.99 No1.00 659 43.59 2.53 0.52 2.01 0.87 0.418 0.442 0.95 0.4450.99 No1.00 660 43.65 2.54 0.52 2.02 0.87 0.419 0.442 0.95 0.4450.99 No1.00 661 43.73 2.54 0.52 2.02 0.87 0.419 0.443 0.95 0.4450.99 No1.00 662 43.83 2.54 0.53 2.02 0.87 0.419 0.443 0.95 0.4450.99 No1.00 663 43.88 2.55 0.53 2.02 0.87 0.419 0.443 0.95 0.4450.99 No1.00 664 43.97 2.55 0.53 2.02 0.87 0.419 0.443 0.95 0.4450.99 No1.00 665 43.98 2.55 0.53 2.02 0.87 0.419 0.443 0.95 0.4450.99 No1.00 666 44.06 2.56 0.53 2.03 0.87 0.419 0.443 0.95 0.4460.99 No1.00 667 44.10 2.56 0.53 2.03 0.87 0.419 0.443 0.95 0.4460.99 No1.00 668 44.20 2.56 0.54 2.03 0.87 0.420 0.444 0.95 0.4460.99 No1.00 669 44.25 2.57 0.54 2.03 0.87 0.420 0.444 0.95 0.4460.99 No1.00 670 44.34 2.57 0.54 2.03 0.86 0.420 0.444 0.95 0.4470.99 No1.00 671 44.38 2.58 0.54 2.03 0.86 0.420 0.444 0.95 0.4470.99 No1.00 672 44.43 2.58 0.54 2.03 0.86 0.420 0.444 0.95 0.4470.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 37 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 673 44.57 2.59 0.55 2.04 0.86 0.420 0.444 0.95 0.4470.99 No1.00 674 44.59 2.59 0.55 2.04 0.86 0.421 0.444 0.95 0.4470.99 No1.00 675 44.66 2.59 0.55 2.04 0.86 0.421 0.445 0.95 0.4470.99 No1.00 676 44.70 2.59 0.55 2.04 0.86 0.421 0.445 0.95 0.4480.99 No1.00 677 44.75 2.60 0.55 2.04 0.86 0.421 0.445 0.95 0.4480.99 No1.00 678 44.89 2.60 0.56 2.04 0.86 0.421 0.445 0.95 0.4480.99 No1.00 679 44.93 2.60 0.56 2.05 0.86 0.421 0.445 0.95 0.4480.99 No1.00 680 44.98 2.61 0.56 2.05 0.86 0.421 0.445 0.95 0.4480.99 No1.00 681 45.03 2.61 0.56 2.05 0.86 0.421 0.445 0.95 0.4490.99 No1.00 682 45.09 2.61 0.56 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 683 45.18 2.62 0.57 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 684 45.22 2.62 0.57 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 685 45.32 2.63 0.57 2.05 0.86 0.422 0.446 0.95 0.4490.99 No1.00 686 45.37 2.63 0.57 2.06 0.86 0.422 0.446 0.95 0.4490.99 No1.00 687 45.41 2.63 0.57 2.06 0.86 0.422 0.446 0.95 0.4500.99 No1.00 688 45.55 2.64 0.58 2.06 0.86 0.422 0.447 0.95 0.4500.99 No1.00 689 45.59 2.64 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 690 45.64 2.64 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 691 45.69 2.65 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 692 45.74 2.65 0.58 2.06 0.86 0.423 0.447 0.95 0.4500.99 No1.00 693 45.82 2.65 0.59 2.07 0.86 0.423 0.447 0.95 0.4500.99 No1.00 694 45.87 2.66 0.59 2.07 0.86 0.423 0.447 0.95 0.4500.99 No1.00 695 45.96 2.66 0.59 2.07 0.86 0.423 0.447 0.95 0.4510.99 No1.00 696 46.01 2.66 0.59 2.07 0.86 0.423 0.447 0.95 0.4510.99 No1.00 697 46.09 2.67 0.60 2.07 0.86 0.423 0.448 0.95 0.4510.99 No1.00 698 46.20 2.67 0.60 2.07 0.86 0.424 0.448 0.95 0.4510.99 No1.00 699 46.24 2.68 0.60 2.08 0.86 0.424 0.448 0.95 0.4510.99 No1.00 700 46.28 2.68 0.60 2.08 0.86 0.424 0.448 0.95 0.4510.99 No1.00 701 46.34 2.68 0.60 2.08 0.86 0.424 0.448 0.95 0.4520.99 No1.00 702 46.42 2.69 0.61 2.08 0.86 0.424 0.448 0.95 0.4520.99 No1.00 703 46.47 2.69 0.61 2.08 0.86 0.424 0.448 0.95 0.4520.99 No1.00 704 46.54 2.69 0.61 2.08 0.86 0.424 0.449 0.95 0.4520.99 No1.00 705 46.61 2.70 0.61 2.08 0.86 0.424 0.449 0.95 0.4530.99 No1.00 706 46.66 2.70 0.61 2.09 0.86 0.425 0.449 0.95 0.4530.99 No1.00 707 46.75 2.70 0.62 2.09 0.86 0.425 0.449 0.94 0.4550.99 No1.00 708 46.79 2.71 0.62 2.09 0.85 0.425 0.449 0.94 0.4560.99 No1.00 709 46.88 2.71 0.62 2.09 0.85 0.425 0.449 0.94 0.4560.99 No1.00 710 46.93 2.71 0.62 2.09 0.85 0.425 0.449 0.94 0.4550.99 No1.00 711 47.02 2.72 0.62 2.09 0.85 0.425 0.449 0.94 0.4550.99 No1.00 712 47.07 2.72 0.63 2.10 0.85 0.425 0.449 0.95 0.4540.99 No1.00 713 47.16 2.73 0.63 2.10 0.85 0.425 0.450 0.95 0.4540.99 No1.00 714 47.21 2.73 0.63 2.10 0.85 0.425 0.450 0.95 0.4540.99 No1.00 715 47.25 2.73 0.63 2.10 0.85 0.426 0.450 0.95 0.4540.99 No1.00 716 47.35 2.74 0.63 2.10 0.85 0.426 0.450 0.94 0.4560.99 No1.00 717 47.39 2.74 0.64 2.10 0.85 0.426 0.450 0.94 0.4570.99 No1.00 718 47.45 2.74 0.64 2.11 0.85 0.426 0.450 0.94 0.4600.99 No1.00 719 47.53 2.75 0.64 2.11 0.85 0.426 0.450 0.93 0.4620.99 No1.00 720 47.62 2.75 0.64 2.11 0.85 0.426 0.450 0.93 0.4640.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 38 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 721 47.67 2.76 0.64 2.11 0.85 0.426 0.450 0.93 0.4650.98 No1.00 722 47.72 2.76 0.65 2.11 0.85 0.426 0.451 0.93 0.4660.98 No1.00 723 47.79 2.76 0.65 2.12 0.85 0.426 0.451 0.93 0.4680.98 No1.00 724 47.86 2.77 0.65 2.12 0.85 0.426 0.451 0.93 0.4670.98 No1.00 725 47.97 2.77 0.65 2.12 0.85 0.427 0.451 0.94 0.4620.99 No1.00 726 48.02 2.78 0.66 2.12 0.85 0.427 0.451 0.94 0.4610.99 No1.00 727 48.06 2.78 0.66 2.12 0.85 0.427 0.451 0.94 0.4600.99 No1.00 728 48.11 2.78 0.66 2.12 0.85 0.427 0.451 0.94 0.4590.99 No1.00 729 48.20 2.79 0.66 2.13 0.85 0.427 0.451 0.94 0.4590.99 No1.00 730 48.25 2.79 0.66 2.13 0.85 0.427 0.451 0.94 0.4600.99 No1.00 731 48.30 2.79 0.66 2.13 0.85 0.427 0.451 0.94 0.4620.99 No1.00 732 48.39 2.80 0.67 2.13 0.85 0.427 0.451 0.93 0.4670.98 No1.00 733 48.43 2.80 0.67 2.13 0.85 0.427 0.452 0.93 0.4680.98 No1.00 734 48.52 2.81 0.67 2.14 0.85 0.427 0.452 0.93 0.4650.99 No1.00 735 48.57 2.81 0.67 2.14 0.85 0.427 0.452 0.93 0.4640.99 No1.00 736 48.66 2.82 0.68 2.14 0.85 0.427 0.452 0.94 0.4600.99 No1.00 737 48.71 2.82 0.68 2.14 0.85 0.428 0.452 0.94 0.4600.99 No1.00 738 48.76 2.82 0.68 2.14 0.85 0.428 0.452 0.94 0.4590.99 No1.00 739 48.84 2.83 0.68 2.14 0.85 0.428 0.452 0.94 0.4580.99 No1.00 740 48.90 2.83 0.68 2.15 0.85 0.428 0.452 0.94 0.4580.99 No1.00 741 48.98 2.83 0.69 2.15 0.85 0.428 0.452 0.94 0.4570.99 No1.00 742 49.03 2.84 0.69 2.15 0.85 0.428 0.452 0.94 0.4570.99 No1.00 743 49.09 2.84 0.69 2.15 0.85 0.428 0.453 0.94 0.4570.99 No1.00 744 49.17 2.84 0.69 2.15 0.85 0.428 0.453 0.94 0.4570.99 No1.00 745 49.22 2.85 0.69 2.15 0.84 0.428 0.453 0.94 0.4570.99 No1.00 746 49.31 2.85 0.70 2.16 0.84 0.428 0.453 0.94 0.4570.99 No1.00 747 49.35 2.85 0.70 2.16 0.84 0.428 0.453 0.94 0.4580.99 No1.00 748 49.49 2.86 0.70 2.16 0.84 0.429 0.453 0.94 0.4580.99 No1.00 749 49.54 2.86 0.70 2.16 0.84 0.429 0.453 0.94 0.4580.99 No1.00 750 49.59 2.87 0.70 2.16 0.84 0.429 0.453 0.94 0.4580.99 No1.00 751 49.63 2.87 0.71 2.16 0.84 0.429 0.453 0.94 0.4590.99 No1.00 752 49.67 2.87 0.71 2.16 0.84 0.429 0.453 0.94 0.4590.99 No1.00 753 49.77 2.88 0.71 2.17 0.84 0.429 0.454 0.94 0.4590.99 No1.00 754 49.81 2.88 0.71 2.17 0.84 0.429 0.454 0.94 0.4590.99 No1.00 755 49.91 2.88 0.71 2.17 0.84 0.429 0.454 0.94 0.4590.99 No1.00 756 50.00 2.89 0.72 2.17 0.84 0.429 0.454 0.94 0.4590.99 No1.00 757 50.05 2.89 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 758 50.09 2.89 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 759 50.14 2.89 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 760 50.23 2.90 0.72 2.17 0.84 0.430 0.454 0.97 2.0000.99 No1.00 761 50.28 2.90 0.73 2.17 0.84 0.430 0.455 0.97 2.0000.99 No1.00 762 50.33 2.90 0.73 2.18 0.84 0.430 0.455 0.97 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 39 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS Depth: σv: u0: σv ': rd: CSR: MSF: CSReq : Kσ: *: Depth from free surface, at which CPT was performed (ft) Water pressure at test point (tsf) Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor Cyclic Stress Ratio Magnitude Scaling Factor CSR adjusted for M=7.5 Effective overburden stress factor Abbreviations CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 40 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 1 0.59 100.00 4.06 0.62 1.70 0.79 0.00 4.000 No Yes0.09 2.000.79 2 0.85 100.00 4.06 0.62 1.70 1.27 0.00 4.000 No Yes0.13 2.001.27 3 13.38 95.46 2.91 0.62 1.70 2.06 0.00 4.000 No Yes0.22 2.002.06 4 77.41 15.14 1.90 0.54 1.70 61.15 20.15 4.000 No No0.28 2.0081.30 5 147.75 0.00 1.56 0.26 1.70 309.89 0.00 4.000 No No0.37 2.00309.89 6 202.97 0.00 1.40 0.26 1.70 341.09 0.00 4.000 No No0.40 2.00341.09 7 200.24 0.00 1.42 0.26 1.70 327.30 0.00 4.000 No No0.46 2.00327.30 8 185.22 0.00 1.48 0.26 1.70 296.73 0.00 4.000 No No0.55 2.00296.73 9 161.39 0.00 1.59 0.26 1.70 268.69 0.00 4.000 No No0.59 2.00268.69 10 136.70 0.00 1.71 0.31 1.70 212.45 0.00 4.000 No No0.69 2.00212.45 11 107.38 13.01 1.88 0.33 1.70 177.76 21.56 4.000 No No0.74 2.00199.32 12 85.13 25.37 2.03 0.36 1.70 127.37 53.15 4.000 No No0.80 2.00180.52 13 66.89 37.62 2.18 0.37 1.70 105.20 65.24 4.000 No No0.87 2.00170.45 14 54.10 47.64 2.31 0.39 1.70 89.83 68.57 4.000 No No0.92 2.00158.39 15 44.64 56.44 2.42 0.43 1.70 65.74 65.98 4.000 No No1.01 2.00131.72 16 35.63 67.49 2.56 0.44 1.70 59.57 67.41 4.000 No No1.06 2.00126.98 17 31.56 73.68 2.63 0.47 1.70 46.42 0.00 4.000 No Yes1.15 2.0046.42 18 28.80 75.32 2.65 0.47 1.70 46.11 0.00 4.000 No Yes1.20 2.0046.11 19 28.74 70.71 2.60 0.48 1.70 46.26 64.23 4.000 No No1.29 2.00110.49 20 28.71 64.79 2.52 0.48 1.70 46.11 62.89 4.000 No No1.33 2.00109.00 21 28.74 62.11 2.49 0.48 1.70 45.95 62.17 4.000 No No1.38 2.00108.12 22 28.80 60.73 2.47 0.48 1.70 46.42 61.93 4.000 No No1.47 2.00108.35 23 26.85 63.46 2.51 0.48 1.70 46.42 62.65 4.000 No No1.52 2.00109.07 24 25.46 65.94 2.54 0.50 1.70 36.60 60.43 4.000 No No1.57 2.0097.03 25 23.78 69.41 2.58 0.49 1.70 39.76 62.08 4.000 No No1.66 2.00101.85 26 23.43 70.14 2.59 0.50 1.70 38.33 61.81 4.000 No No1.73 2.00100.15 27 21.74 73.82 2.64 0.51 1.70 35.01 0.00 4.000 No Yes1.81 2.0035.01 28 19.92 78.08 2.69 0.51 1.70 31.68 0.00 4.000 No Yes1.86 2.0031.68 29 18.30 82.10 2.74 0.52 1.70 29.63 0.00 4.000 No Yes1.91 2.0029.63 30 17.03 85.48 2.78 0.53 1.70 27.25 0.00 4.000 No Yes1.98 2.0027.25 31 15.87 88.83 2.82 0.53 1.70 25.51 0.00 4.000 No Yes2.04 2.0025.51 32 15.17 91.18 2.85 0.53 1.70 23.92 0.00 4.000 No Yes2.14 2.0023.92 33 14.82 92.84 2.87 0.53 1.70 23.76 0.00 4.000 No Yes2.18 2.0023.76 34 14.88 93.21 2.88 0.53 1.70 23.76 0.00 4.000 No Yes2.27 2.0023.76 35 15.35 92.52 2.87 0.53 1.70 24.24 0.00 4.000 No Yes2.30 2.0024.24 36 16.37 89.96 2.84 0.53 1.70 25.98 0.00 4.000 No Yes2.37 2.0025.98 37 17.41 87.37 2.80 0.52 1.70 28.68 0.00 4.000 No Yes2.46 2.0028.68 38 18.17 85.28 2.78 0.52 1.70 29.31 0.00 4.000 No Yes2.50 2.0029.31 39 18.46 83.29 2.75 0.52 1.70 29.63 0.00 4.000 No Yes2.56 2.0029.63 40 18.62 81.23 2.73 0.52 1.70 30.11 0.00 4.000 No Yes2.69 2.0030.11 41 18.68 78.77 2.70 0.52 1.70 30.11 0.00 4.000 No Yes2.72 2.0030.11 42 18.61 77.41 2.68 0.52 1.70 29.95 0.00 4.000 No Yes2.78 2.0029.95 43 18.44 75.28 2.65 0.52 1.70 29.79 0.00 4.000 No Yes2.82 2.0029.79 44 18.34 72.99 2.62 0.52 1.70 29.31 0.00 4.000 No Yes2.92 2.0029.31 45 18.18 70.22 2.59 0.52 1.70 29.47 59.24 4.000 No No2.97 2.0088.71 46 17.89 69.00 2.58 0.53 1.70 29.00 58.87 4.000 No No3.05 2.0087.87 47 17.38 68.70 2.57 0.53 1.70 27.89 58.49 4.000 No No3.10 2.0086.39 48 16.66 70.17 2.59 0.53 1.70 26.93 58.49 4.000 No No3.20 2.0085.42 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 41 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 49 15.84 72.84 2.62 0.54 1.70 25.51 0.00 4.000 No Yes3.24 2.0025.51 50 14.83 77.31 2.68 0.54 1.70 23.92 0.00 4.000 No Yes3.29 2.0023.92 51 14.04 81.30 2.73 0.54 1.70 22.03 0.00 4.000 No Yes3.38 2.0022.03 52 13.38 85.44 2.78 0.54 1.70 21.71 0.00 4.000 No Yes3.42 2.0021.71 53 13.02 88.33 2.82 0.55 1.70 20.76 0.00 4.000 No Yes3.50 2.0020.76 54 12.59 91.60 2.86 0.55 1.70 20.28 0.00 4.000 No Yes3.57 2.0020.28 55 12.33 93.87 2.89 0.55 1.70 19.65 0.00 4.000 No Yes3.63 2.0019.65 56 12.16 95.64 2.91 0.55 1.70 19.49 0.00 4.000 No Yes3.70 2.0019.49 57 12.13 96.64 2.92 0.55 1.70 19.49 0.00 4.000 No Yes3.77 2.0019.49 58 12.12 96.36 2.92 0.55 1.70 19.49 0.00 4.000 No Yes3.84 2.0019.49 59 12.12 94.51 2.89 0.55 1.70 19.49 0.00 4.000 No Yes3.89 2.0019.49 60 12.11 92.01 2.86 0.55 1.70 19.49 0.00 4.000 No Yes3.96 2.0019.49 61 12.11 90.59 2.84 0.55 1.70 19.49 0.00 4.000 No Yes4.03 2.0019.49 62 12.04 91.30 2.85 0.55 1.70 19.49 0.00 4.000 No Yes4.07 2.0019.49 63 11.93 92.52 2.87 0.55 1.70 19.17 0.00 4.000 No Yes4.16 2.0019.17 64 11.80 93.62 2.88 0.55 1.70 19.01 0.00 4.000 No Yes4.20 2.0019.01 65 11.67 94.43 2.89 0.55 1.70 18.85 0.00 4.000 No Yes4.27 2.0018.85 66 11.64 94.88 2.90 0.55 1.70 18.54 0.00 4.000 No Yes4.35 2.0018.54 67 11.58 95.24 2.90 0.55 1.70 18.85 0.00 4.000 No Yes4.42 2.0018.85 68 11.54 95.20 2.90 0.55 1.70 18.54 0.00 4.000 No Yes4.48 2.0018.54 69 11.45 94.34 2.89 0.55 1.70 18.38 0.00 4.000 No Yes4.53 2.0018.38 70 11.38 92.35 2.87 0.55 1.70 18.38 0.00 4.000 No Yes4.62 2.0018.38 71 11.45 86.93 2.80 0.56 1.70 18.22 0.00 4.000 No Yes4.67 2.0018.22 72 11.55 81.38 2.73 0.56 1.70 18.70 0.00 4.000 No Yes4.76 2.0018.70 73 11.72 74.75 2.65 0.56 1.70 18.85 0.00 4.000 No Yes4.80 2.0018.85 74 11.89 71.18 2.60 0.56 1.70 19.01 0.00 4.000 No Yes4.90 2.0019.01 75 12.10 67.64 2.56 0.56 1.70 19.49 55.85 4.000 No No4.95 2.0075.34 76 12.62 64.39 2.52 0.56 1.70 19.81 55.28 4.000 No No4.99 2.0075.09 77 13.81 59.78 2.46 0.56 1.70 21.55 54.70 4.000 No No5.09 2.0076.24 78 15.42 54.84 2.40 0.55 1.70 25.19 54.33 4.000 No No5.13 2.0079.52 79 17.09 51.06 2.35 0.54 1.70 27.57 53.70 4.000 No No5.22 2.0081.27 80 18.11 49.73 2.33 0.54 1.70 29.63 53.75 4.000 No No5.27 2.0083.38 81 18.93 48.90 2.32 0.54 1.70 30.11 53.55 4.000 No No5.32 2.0083.66 82 19.39 49.04 2.33 0.53 1.70 31.52 53.98 4.000 No No5.41 2.0085.50 83 19.98 49.03 2.33 0.53 1.70 31.84 54.06 4.000 No No5.45 2.0085.90 84 20.28 49.36 2.33 0.53 1.70 32.95 54.49 4.000 No No5.57 2.0087.44 85 20.35 49.71 2.33 0.53 1.70 32.95 54.62 4.000 No No5.59 2.0087.57 86 19.76 51.53 2.36 0.53 1.70 32.16 55.10 4.000 No No5.68 2.0087.27 87 19.03 53.68 2.38 0.53 1.70 30.11 55.29 4.000 No No5.77 2.0085.40 88 18.21 56.31 2.42 0.53 1.70 29.47 55.94 4.000 No No5.78 2.0085.41 89 17.81 57.73 2.43 0.54 1.70 28.20 56.01 4.000 No No5.86 2.0084.20 90 17.55 58.93 2.45 0.53 1.70 28.20 56.34 4.000 No No5.96 2.0084.53 91 17.75 59.25 2.45 0.53 1.70 28.20 56.42 4.000 No No6.00 2.0084.62 92 18.31 59.17 2.45 0.53 1.70 29.14 56.67 4.000 No No6.05 2.0085.81 93 19.10 59.51 2.46 0.53 1.70 30.90 57.25 4.000 No No6.12 2.0088.14 94 19.66 60.59 2.47 0.52 1.70 32.00 57.84 4.000 No No6.19 2.0089.85 95 19.39 64.76 2.52 0.52 1.70 31.84 58.80 4.000 No No6.23 2.0090.65 96 18.70 69.55 2.58 0.52 1.70 29.63 59.16 4.000 No No6.33 2.0088.79 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 42 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 97 17.49 76.28 2.67 0.52 1.70 28.68 0.00 4.000 No Yes6.37 2.0028.68 98 16.60 80.93 2.72 0.53 1.70 25.98 0.00 4.000 No Yes6.47 2.0025.98 99 15.48 86.28 2.79 0.53 1.70 25.35 0.00 4.000 No Yes6.51 2.0025.35 100 14.70 89.20 2.83 0.54 1.70 23.30 0.00 4.000 No Yes6.60 2.0023.30 101 13.78 90.19 2.84 0.54 1.70 22.19 0.00 4.000 No Yes6.63 2.0022.19 102 13.28 88.68 2.82 0.55 1.70 20.92 0.00 4.000 No Yes6.69 2.0020.92 103 13.08 86.74 2.80 0.55 1.70 20.92 0.00 4.000 No Yes6.79 2.0020.92 104 13.24 86.88 2.80 0.55 1.70 21.22 0.00 4.000 No Yes6.84 2.0021.22 105 13.47 87.09 2.80 0.54 1.70 21.71 0.00 4.000 No Yes6.93 2.0021.71 106 13.77 86.62 2.80 0.54 1.70 22.03 0.00 4.000 No Yes6.97 2.0022.03 107 14.45 84.12 2.76 0.54 1.69 22.57 0.00 4.000 No Yes7.07 2.0022.57 108 15.34 80.86 2.72 0.54 1.68 24.70 0.00 4.000 No Yes7.12 2.0024.70 109 16.68 76.07 2.66 0.53 1.67 25.82 0.00 4.000 No Yes7.17 2.0025.82 110 18.22 70.46 2.59 0.53 1.65 28.34 58.96 4.000 No No7.22 2.0087.30 111 20.10 64.03 2.51 0.52 1.63 31.22 58.46 4.000 No No7.31 2.0089.68 112 21.88 57.96 2.44 0.52 1.62 33.72 57.60 4.000 No No7.36 2.0091.32 113 23.37 53.49 2.38 0.52 1.61 35.69 56.74 4.000 No No7.45 2.0092.43 114 24.25 51.07 2.35 0.51 1.60 37.27 56.29 4.000 No No7.49 2.0093.57 115 24.09 51.65 2.36 0.51 1.59 37.10 56.46 4.000 No No7.57 2.0093.56 116 23.30 53.73 2.38 0.52 1.59 34.46 56.49 4.000 No No7.70 2.0090.95 117 22.32 56.53 2.42 0.52 1.59 33.41 57.10 4.000 No No7.72 2.0090.51 118 21.37 59.50 2.46 0.52 1.58 32.44 57.68 4.000 No No7.77 2.0090.11 119 20.08 63.98 2.51 0.53 1.58 30.10 58.13 4.000 No No7.82 2.0088.23 120 18.77 68.87 2.57 0.53 1.58 27.57 58.43 4.000 No No7.90 2.0086.01 121 17.42 74.19 2.64 0.53 1.58 26.48 0.00 4.000 No Yes7.95 2.0026.48 122 16.50 77.97 2.69 0.54 1.58 23.97 0.00 4.000 No Yes8.04 2.0023.97 123 15.51 81.90 2.74 0.54 1.57 23.34 0.00 4.000 No Yes8.08 2.0023.34 124 14.79 84.98 2.77 0.54 1.57 22.00 0.00 4.000 No Yes8.14 2.0022.00 125 13.90 88.79 2.82 0.55 1.57 20.63 0.00 4.000 No Yes8.21 2.0020.63 126 13.12 92.39 2.87 0.55 1.57 19.30 0.00 4.000 No Yes8.28 2.0019.30 127 12.56 95.02 2.90 0.55 1.57 18.37 0.00 4.000 No Yes8.34 2.0018.37 128 12.23 96.63 2.92 0.55 1.56 18.02 0.00 4.000 No Yes8.41 2.0018.02 129 12.07 97.56 2.93 0.55 1.55 17.66 0.00 4.000 No Yes8.47 2.0017.66 130 11.97 98.33 2.94 0.55 1.55 17.44 0.00 4.000 No Yes8.55 2.0017.44 131 12.10 98.27 2.94 0.56 1.54 17.39 0.00 4.000 No Yes8.60 2.0017.39 132 12.32 97.63 2.93 0.55 1.53 17.97 0.00 4.000 No Yes8.69 2.0017.97 133 12.85 95.40 2.90 0.55 1.53 18.21 0.00 4.000 No Yes8.73 2.0018.21 134 13.18 93.45 2.88 0.55 1.51 19.33 0.00 4.000 No Yes8.82 2.0019.33 135 13.57 89.98 2.84 0.55 1.51 19.14 0.00 4.000 No Yes8.88 2.0019.14 136 13.83 84.99 2.77 0.55 1.50 19.60 0.00 4.000 No Yes8.97 2.0019.60 137 14.43 76.56 2.67 0.55 1.50 20.25 0.00 4.000 No Yes9.02 2.0020.25 138 15.61 67.56 2.56 0.55 1.49 21.46 56.41 4.000 No No9.06 2.0077.87 139 17.19 62.21 2.49 0.55 1.48 24.31 56.07 4.000 No No9.13 2.0080.38 140 18.24 63.27 2.50 0.54 1.47 26.40 56.91 4.000 No No9.20 2.0083.31 141 17.58 68.95 2.57 0.54 1.46 25.32 57.80 4.000 No No9.29 2.0083.11 142 16.63 74.79 2.65 0.55 1.47 21.33 0.00 4.000 No Yes9.34 2.0021.33 143 15.67 79.94 2.71 0.54 1.46 22.27 0.00 4.000 No Yes9.40 2.0022.27 144 15.28 83.20 2.75 0.55 1.45 21.26 0.00 4.000 No Yes9.47 2.0021.26 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 43 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 145 14.53 87.48 2.81 0.55 1.45 19.47 0.00 4.000 No Yes9.56 2.0019.47 146 13.80 91.51 2.86 0.55 1.45 19.01 0.00 4.000 No Yes9.61 2.0019.01 147 13.48 91.42 2.86 0.55 1.44 18.15 0.00 4.000 No Yes9.70 2.0018.15 148 13.25 89.41 2.83 0.56 1.44 17.98 0.00 4.000 No Yes9.74 2.0017.98 149 13.21 87.21 2.80 0.56 1.44 17.94 0.00 4.000 No Yes9.79 2.0017.94 150 13.31 87.92 2.81 0.56 1.43 17.85 0.00 4.000 No Yes9.88 2.0017.85 151 13.48 90.08 2.84 0.55 1.42 18.18 0.00 4.000 No Yes9.93 2.0018.18 152 13.63 92.05 2.86 0.55 1.42 18.39 0.00 4.000 No Yes9.98 2.0018.39 153 13.68 93.98 2.89 0.55 1.41 18.23 0.00 4.000 No Yes10.07 2.0018.23 154 13.64 96.15 2.91 0.55 1.41 18.18 0.00 4.000 No Yes10.12 2.0018.18 155 13.62 97.35 2.93 0.55 1.40 18.02 0.00 4.000 No Yes10.21 2.0018.02 156 13.54 98.50 2.94 0.55 1.40 17.98 0.00 4.000 No Yes10.25 2.0017.98 157 13.44 99.09 2.95 0.55 1.39 17.64 0.00 4.000 No Yes10.35 2.0017.64 158 13.37 99.37 2.95 0.55 1.39 17.46 0.00 4.000 No Yes10.40 2.0017.46 159 13.34 99.33 2.95 0.55 1.38 17.55 0.00 4.000 No Yes10.44 2.0017.55 160 13.37 98.96 2.95 0.56 1.38 17.37 0.00 4.000 No Yes10.50 2.0017.37 161 13.47 98.51 2.94 0.56 1.38 17.43 0.00 4.000 No Yes10.58 2.0017.43 162 13.67 97.70 2.93 0.55 1.37 17.75 0.00 4.000 No Yes10.64 2.0017.75 163 13.94 96.85 2.92 0.55 1.36 17.92 0.00 4.000 No Yes10.71 2.0017.92 164 14.26 95.99 2.91 0.55 1.36 18.25 0.00 4.000 No Yes10.76 2.0018.25 165 14.79 94.88 2.90 0.55 1.35 18.77 0.00 4.000 No Yes10.85 2.0018.77 166 15.60 93.36 2.88 0.55 1.35 19.70 0.00 4.000 No Yes10.90 2.0019.70 167 16.91 90.61 2.85 0.54 1.34 21.07 0.00 4.000 No Yes10.98 2.0021.07 168 18.39 87.34 2.80 0.54 1.33 23.37 0.00 4.000 No Yes11.09 2.0023.37 169 19.87 83.46 2.76 0.53 1.32 24.87 0.00 4.000 No Yes11.13 2.0024.87 170 21.18 79.72 2.71 0.53 1.32 26.24 0.00 4.000 No Yes11.18 2.0026.24 171 24.31 71.52 2.61 0.53 1.31 27.98 0.00 4.000 No Yes11.22 2.0027.98 172 28.16 62.67 2.50 0.51 1.29 35.79 59.44 4.000 No No11.31 2.0095.23 173 33.42 51.89 2.36 0.51 1.29 39.72 57.26 4.000 No No11.36 2.0096.97 174 36.68 45.44 2.28 0.49 1.27 46.20 56.17 4.000 No No11.45 2.00102.36 175 39.18 39.22 2.20 0.50 1.28 47.07 52.77 4.000 No No11.50 2.0099.83 176 39.94 35.79 2.16 0.50 1.27 48.24 50.51 4.000 No No11.59 2.0098.75 177 40.69 32.61 2.12 0.51 1.27 48.87 47.86 4.000 No No11.63 2.0096.73 178 42.01 31.24 2.10 0.51 1.27 49.60 46.66 4.000 No No11.69 2.0096.26 179 43.52 30.57 2.09 0.50 1.26 52.55 46.55 4.000 No No11.77 2.0099.11 180 46.08 29.36 2.08 0.50 1.26 53.73 45.42 4.000 No No11.82 2.0099.16 181 48.81 27.73 2.06 0.49 1.25 57.93 44.22 4.000 No No11.90 2.00102.15 182 51.87 25.49 2.03 0.49 1.25 61.55 41.71 4.000 No No11.96 2.00103.26 183 53.77 23.43 2.01 0.49 1.24 63.88 38.74 4.000 No No12.01 2.00102.62 184 54.07 22.33 1.99 0.50 1.24 64.24 36.82 4.000 No No12.09 2.00101.06 185 52.23 21.29 1.98 0.51 1.24 62.52 34.57 4.000 No No12.14 2.0097.09 186 49.63 21.28 1.98 0.52 1.25 57.50 33.82 4.000 No No12.24 2.0091.32 187 46.08 23.57 2.01 0.51 1.24 55.13 37.56 4.000 No No12.28 2.0092.69 188 42.27 28.11 2.06 0.51 1.24 49.75 43.13 4.000 No No12.36 2.0092.88 189 36.35 37.15 2.18 0.51 1.23 43.59 50.49 4.000 No No12.42 2.0094.08 190 31.00 46.30 2.29 0.53 1.24 34.13 53.48 4.000 No No12.51 2.0087.61 191 25.67 58.18 2.44 0.53 1.23 30.84 56.87 4.000 No No12.56 2.0087.71 192 22.58 66.76 2.55 0.54 1.24 25.04 57.28 4.000 No No12.62 2.0082.33 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 44 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 193 19.62 76.59 2.67 0.54 1.24 23.27 0.00 4.000 No Yes12.67 2.0023.27 194 17.45 85.11 2.78 0.55 1.23 20.48 0.00 4.000 No Yes12.76 2.0020.48 195 15.48 93.15 2.88 0.56 1.23 17.36 0.00 4.000 No Yes12.85 2.0017.36 196 14.04 98.91 2.95 0.56 1.23 16.31 0.00 4.000 No Yes12.89 2.0016.31 197 12.92 100.00 3.00 0.56 1.23 15.38 0.00 4.000 No Yes12.93 2.0015.38 198 11.84 100.00 3.04 0.57 1.23 13.41 0.00 4.000 No Yes13.03 2.0013.41 199 10.88 100.00 3.07 0.57 1.23 12.48 0.00 4.000 No Yes13.07 2.0012.48 200 10.46 100.00 3.07 0.57 1.22 11.98 0.00 4.000 No Yes13.17 2.0011.98 201 10.36 100.00 3.06 0.58 1.22 11.85 0.00 4.000 No Yes13.22 2.0011.85 202 10.82 100.00 3.02 0.57 1.22 12.05 0.00 4.000 No Yes13.26 2.0012.05 203 11.80 100.00 2.97 0.57 1.21 13.42 0.00 4.000 No Yes13.39 2.0013.42 204 12.93 96.21 2.92 0.56 1.20 15.03 0.00 4.000 No Yes13.49 2.0015.03 205 13.98 93.10 2.88 0.56 1.20 15.68 0.00 4.000 No Yes13.53 2.0015.68 206 14.80 91.77 2.86 0.56 1.20 16.85 0.00 4.000 No Yes13.59 2.0016.85 207 15.92 90.44 2.84 0.56 1.19 17.67 0.00 4.000 No Yes13.66 2.0017.67 208 16.88 89.83 2.84 0.55 1.18 19.22 0.00 4.000 No Yes13.78 2.0019.22 209 17.80 89.04 2.83 0.55 1.18 19.84 0.00 4.000 No Yes13.81 2.0019.84 210 19.24 87.09 2.80 0.55 1.18 20.55 0.00 4.000 No Yes13.86 2.0020.55 211 20.62 85.86 2.79 0.54 1.17 23.81 0.00 4.000 No Yes13.95 2.0023.81 212 21.94 85.05 2.78 0.54 1.17 24.19 0.00 4.000 No Yes13.99 2.0024.19 213 22.79 85.61 2.78 0.53 1.17 24.66 0.00 4.000 No Yes14.04 2.0024.66 214 24.14 85.31 2.78 0.53 1.16 26.39 0.00 4.000 No Yes14.13 2.0026.39 215 25.76 84.44 2.77 0.52 1.16 28.33 0.00 4.000 No Yes14.18 2.0028.33 216 27.04 83.76 2.76 0.52 1.15 29.64 0.00 4.000 No Yes14.24 2.0029.64 217 28.03 83.55 2.76 0.52 1.15 30.29 0.00 4.000 No Yes14.32 2.0030.29 218 28.39 84.12 2.76 0.51 1.14 31.21 0.00 4.000 No Yes14.41 2.0031.21 219 28.65 84.46 2.77 0.52 1.14 30.54 0.00 4.000 No Yes14.46 2.0030.54 220 28.46 85.34 2.78 0.51 1.14 30.90 0.00 4.000 No Yes14.50 2.0030.90 221 28.46 85.16 2.78 0.52 1.14 30.38 0.00 4.000 No Yes14.60 2.0030.38 222 27.57 85.05 2.78 0.52 1.13 30.33 0.00 4.000 No Yes14.64 2.0030.33 223 26.12 85.65 2.78 0.52 1.13 27.86 0.00 4.000 No Yes14.73 2.0027.86 224 24.15 87.88 2.81 0.53 1.13 25.63 0.00 4.000 No Yes14.78 2.0025.63 225 22.31 91.60 2.86 0.53 1.13 23.88 0.00 4.000 No Yes14.87 2.0023.88 226 21.16 93.86 2.89 0.54 1.13 21.88 0.00 4.000 No Yes14.92 2.0021.88 227 20.14 95.98 2.91 0.54 1.13 21.84 0.00 4.000 No Yes14.96 2.0021.84 228 19.85 96.62 2.92 0.54 1.12 20.53 0.00 4.000 No Yes15.05 2.0020.53 229 19.75 96.98 2.92 0.54 1.12 20.80 0.00 4.000 No Yes15.09 2.0020.80 230 20.04 96.66 2.92 0.54 1.12 21.34 0.00 4.000 No Yes15.19 2.0021.34 231 20.41 96.17 2.91 0.54 1.12 21.31 0.00 4.000 No Yes15.23 2.0021.31 232 20.70 95.97 2.91 0.54 1.11 21.76 0.00 4.000 No Yes15.32 2.0021.76 233 21.10 95.74 2.91 0.54 1.11 22.12 0.00 4.000 No Yes15.37 2.0022.12 234 21.36 95.88 2.91 0.54 1.11 22.36 0.00 4.000 No Yes15.45 2.0022.36 235 21.56 95.95 2.91 0.54 1.10 22.42 0.00 4.000 No Yes15.51 2.0022.42 236 21.72 95.84 2.91 0.54 1.10 22.58 0.00 4.000 No Yes15.55 2.0022.58 237 21.95 95.60 2.91 0.54 1.10 22.71 0.00 4.000 No Yes15.65 2.0022.71 238 22.22 95.25 2.90 0.54 1.10 22.98 0.00 4.000 No Yes15.70 2.0022.98 239 22.45 95.12 2.90 0.54 1.09 23.20 0.00 4.000 No Yes15.79 2.0023.20 240 22.74 95.03 2.90 0.54 1.09 23.26 0.00 4.000 No Yes15.84 2.0023.26 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 45 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 241 22.94 95.33 2.90 0.53 1.09 23.69 0.00 4.000 No Yes15.93 2.0023.69 242 23.10 95.70 2.91 0.53 1.08 23.65 0.00 4.000 No Yes15.97 2.0023.65 243 23.10 96.53 2.92 0.53 1.08 23.61 0.00 4.000 No Yes16.02 2.0023.61 244 23.13 97.31 2.93 0.53 1.08 23.53 0.00 4.000 No Yes16.11 2.0023.53 245 23.33 97.61 2.93 0.53 1.08 23.59 0.00 4.000 No Yes16.16 2.0023.59 246 23.60 97.56 2.93 0.53 1.07 24.02 0.00 4.000 No Yes16.25 2.0024.02 247 23.86 97.37 2.93 0.53 1.07 24.18 0.00 4.000 No Yes16.29 2.0024.18 248 23.99 97.52 2.93 0.53 1.07 24.23 0.00 4.000 No Yes16.34 2.0024.23 249 24.12 97.76 2.93 0.53 1.07 24.26 0.00 4.000 No Yes16.43 2.0024.26 250 24.36 97.71 2.93 0.53 1.07 24.42 0.00 4.000 No Yes16.47 2.0024.42 251 24.72 97.35 2.93 0.53 1.06 24.76 0.00 4.000 No Yes16.54 2.0024.76 252 25.14 97.00 2.93 0.53 1.06 25.19 0.00 4.000 No Yes16.62 2.0025.19 253 25.64 96.71 2.92 0.53 1.06 25.53 0.00 4.000 No Yes16.67 2.0025.53 254 26.03 96.73 2.92 0.53 1.05 26.04 0.00 4.000 No Yes16.75 2.0026.04 255 26.39 96.70 2.92 0.53 1.05 26.20 0.00 4.000 No Yes16.80 2.0026.20 256 26.46 97.07 2.93 0.53 1.05 26.40 0.00 4.000 No Yes16.89 2.0026.40 257 26.62 97.09 2.93 0.53 1.05 26.08 0.00 4.000 No Yes16.94 2.0026.08 258 26.69 97.22 2.93 0.53 1.04 26.48 0.00 4.000 No Yes17.03 2.0026.48 259 26.82 97.03 2.93 0.53 1.04 26.44 0.00 4.000 No Yes17.08 2.0026.44 260 26.75 97.04 2.93 0.53 1.04 26.29 0.00 4.000 No Yes17.13 2.0026.29 261 26.68 96.87 2.92 0.53 1.04 26.12 0.00 4.000 No Yes17.21 2.0026.12 262 26.62 96.68 2.92 0.53 1.04 26.05 0.00 4.000 No Yes17.30 2.0026.05 263 26.59 95.29 2.90 0.53 1.03 25.92 0.00 4.000 No Yes17.35 2.0025.92 264 26.56 94.01 2.89 0.53 1.03 25.85 0.00 4.000 No Yes17.45 2.0025.85 265 26.62 92.82 2.87 0.53 1.03 25.81 0.00 4.000 No Yes17.49 2.0025.81 266 26.88 93.08 2.88 0.53 1.03 25.95 0.00 4.000 No Yes17.54 2.0025.95 267 27.21 93.68 2.88 0.53 1.02 26.44 0.00 4.000 No Yes17.63 2.0026.44 268 27.57 94.08 2.89 0.53 1.02 26.60 0.00 4.000 No Yes17.68 2.0026.60 269 28.20 94.08 2.89 0.52 1.02 26.85 0.00 4.000 No Yes17.72 2.0026.85 270 28.76 94.21 2.89 0.52 1.02 28.09 0.00 4.000 No Yes17.82 2.0028.09 271 29.26 94.26 2.89 0.52 1.02 28.06 0.00 4.000 No Yes17.86 2.0028.06 272 29.32 94.51 2.89 0.52 1.02 28.10 0.00 4.000 No Yes17.91 2.0028.10 273 29.13 95.00 2.90 0.52 1.01 28.12 0.00 4.000 No Yes18.00 2.0028.12 274 28.80 95.60 2.91 0.52 1.01 27.29 0.00 4.000 No Yes18.09 2.0027.29 275 28.33 96.40 2.92 0.52 1.01 26.97 0.00 4.000 No Yes18.14 2.0026.97 276 28.15 96.73 2.92 0.52 1.01 26.64 0.00 4.000 No Yes18.19 2.0026.64 277 28.07 96.95 2.92 0.52 1.00 26.62 0.00 4.000 No Yes18.27 2.0026.62 278 28.10 96.93 2.92 0.52 1.00 26.58 0.00 4.000 No Yes18.32 2.0026.58 279 28.51 96.48 2.92 0.52 1.00 26.57 0.00 4.000 No Yes18.40 2.0026.57 280 29.35 95.43 2.91 0.52 1.00 27.63 0.00 4.000 No Yes18.46 2.0027.63 281 30.57 93.96 2.89 0.52 1.00 28.79 0.00 4.000 No Yes18.53 2.0028.79 282 31.52 92.92 2.87 0.52 0.99 29.84 0.00 4.000 No Yes18.60 2.0029.84 283 32.54 91.70 2.86 0.51 0.99 30.17 0.00 4.000 No Yes18.64 2.0030.17 284 33.23 90.94 2.85 0.51 0.99 31.47 0.00 4.000 No Yes18.74 2.0031.47 285 33.23 91.23 2.85 0.51 0.99 31.61 0.00 4.000 No Yes18.79 2.0031.61 286 32.34 92.88 2.87 0.52 0.99 29.96 0.00 4.000 No Yes18.87 2.0029.96 287 30.70 95.56 2.91 0.52 0.98 28.82 0.00 4.000 No Yes18.92 2.0028.82 288 29.15 94.46 2.89 0.52 0.98 26.84 0.00 4.000 No Yes18.97 2.0026.84 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 46 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 289 28.02 92.04 2.86 0.53 0.98 25.51 0.00 4.000 No Yes19.04 2.0025.51 290 27.52 88.47 2.82 0.53 0.98 25.50 0.00 4.000 No Yes19.11 2.0025.50 291 27.56 89.38 2.83 0.53 0.98 25.29 0.00 4.000 No Yes19.20 2.0025.29 292 27.58 91.32 2.85 0.53 0.98 25.45 0.00 4.000 No Yes19.24 2.0025.45 293 27.69 93.07 2.88 0.53 0.97 25.38 0.00 4.000 No Yes19.34 2.0025.38 294 27.82 94.49 2.89 0.53 0.97 25.42 0.00 4.000 No Yes19.40 2.0025.42 295 27.82 95.45 2.91 0.53 0.97 25.66 0.00 4.000 No Yes19.44 2.0025.66 296 27.42 96.60 2.92 0.53 0.97 25.26 0.00 4.000 No Yes19.50 2.0025.26 297 26.60 98.40 2.94 0.53 0.97 24.22 0.00 4.000 No Yes19.57 2.0024.22 298 25.58 98.08 2.94 0.54 0.96 23.28 0.00 4.000 No Yes19.62 2.0023.28 299 24.82 97.65 2.93 0.54 0.96 22.28 0.00 4.000 No Yes19.76 2.0022.28 300 24.37 96.77 2.92 0.54 0.96 21.99 0.00 4.000 No Yes19.80 2.0021.99 301 24.50 97.82 2.94 0.54 0.96 21.87 0.00 4.000 No Yes19.84 2.0021.87 302 25.09 97.85 2.94 0.54 0.96 22.56 0.00 4.000 No Yes19.90 2.0022.56 303 25.16 98.86 2.95 0.53 0.95 23.48 0.00 4.000 No Yes19.99 2.0023.48 304 25.95 98.26 2.94 0.54 0.95 21.93 0.00 4.000 No Yes20.04 2.0021.93 305 26.25 98.79 2.95 0.53 0.95 24.57 0.00 4.000 No Yes20.09 2.0024.57 306 27.10 98.21 2.94 0.53 0.95 24.16 0.00 4.000 No Yes20.17 2.0024.16 307 26.97 99.11 2.95 0.53 0.95 24.13 0.00 4.000 No Yes20.22 2.0024.13 308 26.74 99.56 2.96 0.53 0.95 24.09 0.00 4.000 No Yes20.28 2.0024.09 309 26.02 100.00 2.97 0.53 0.94 23.42 0.00 4.000 No Yes20.36 2.0023.42 310 24.99 100.00 2.99 0.54 0.94 22.03 0.00 4.000 No Yes20.45 2.0022.03 311 24.11 100.00 3.01 0.54 0.94 21.18 0.00 4.000 No Yes20.54 2.0021.18 312 23.12 100.00 3.03 0.54 0.94 20.89 0.00 4.000 No Yes20.59 2.0020.89 313 22.20 100.00 3.05 0.55 0.93 19.25 0.00 4.000 No Yes20.68 2.0019.25 314 21.02 100.00 3.08 0.55 0.93 18.63 0.00 4.000 No Yes20.69 2.0018.63 315 20.13 100.00 3.10 0.55 0.93 17.61 0.00 4.000 No Yes20.81 2.0017.61 316 19.14 100.00 3.12 0.56 0.93 16.79 0.00 4.000 No Yes20.87 2.0016.79 317 18.32 100.00 3.14 0.56 0.93 15.88 0.00 4.000 No Yes20.95 2.0015.88 318 17.27 100.00 3.16 0.56 0.92 15.34 0.00 4.000 No Yes21.00 2.0015.34 319 16.41 100.00 3.18 0.57 0.92 13.91 0.00 4.000 No Yes21.09 2.0013.91 320 15.43 100.00 3.20 0.57 0.92 13.55 0.00 4.000 No Yes21.14 2.0013.55 321 14.91 100.00 3.21 0.57 0.92 12.65 0.00 4.000 No Yes21.23 2.0012.65 322 14.28 100.00 3.22 0.57 0.92 12.47 0.00 4.000 No Yes21.28 2.0012.47 323 13.92 100.00 3.22 0.58 0.91 11.84 0.00 4.000 No Yes21.37 2.0011.84 324 13.53 100.00 3.23 0.58 0.91 11.65 0.00 4.000 No Yes21.42 2.0011.65 325 13.26 100.00 3.24 0.58 0.91 11.36 0.00 4.000 No Yes21.51 2.0011.36 326 12.93 100.00 3.24 0.58 0.91 11.10 0.00 4.000 No Yes21.54 2.0011.10 327 12.61 100.00 3.26 0.58 0.91 10.73 0.00 4.000 No Yes21.64 2.0010.73 328 12.28 100.00 3.25 0.58 0.91 10.47 0.00 4.000 No Yes21.66 2.0010.47 329 12.01 100.00 3.23 0.58 0.90 10.19 0.00 4.000 No Yes21.74 2.0010.19 330 11.78 100.00 3.21 0.58 0.90 10.01 0.00 4.000 No Yes21.79 2.0010.01 331 11.59 100.00 3.21 0.58 0.90 9.82 0.00 4.000 No Yes21.88 2.009.82 332 11.46 100.00 3.23 0.58 0.90 9.63 0.00 4.000 No Yes21.97 2.009.63 333 11.39 100.00 3.24 0.58 0.90 9.61 0.00 4.000 No Yes22.02 2.009.61 334 11.39 100.00 3.25 0.58 0.90 9.60 0.00 4.000 No Yes22.06 2.009.60 335 11.46 100.00 3.26 0.58 0.89 9.59 0.00 4.000 No Yes22.14 2.009.59 336 11.59 100.00 3.26 0.58 0.89 9.74 0.00 4.000 No Yes22.18 2.009.74 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 47 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 337 11.66 100.00 3.26 0.58 0.89 9.88 0.00 4.000 No Yes22.27 2.009.88 338 11.66 100.00 3.26 0.58 0.89 9.71 0.00 4.000 No Yes22.32 2.009.71 339 11.56 100.00 3.26 0.58 0.89 9.69 0.00 4.000 No Yes22.41 2.009.69 340 11.46 100.00 3.27 0.58 0.89 9.59 0.00 4.000 No Yes22.46 2.009.59 341 11.36 100.00 3.28 0.58 0.89 9.40 0.00 4.000 No Yes22.54 2.009.40 342 11.29 100.00 3.28 0.58 0.88 9.39 0.00 4.000 No Yes22.60 2.009.39 343 11.29 100.00 3.28 0.58 0.88 9.37 0.00 4.000 No Yes22.66 2.009.37 344 11.29 100.00 3.28 0.58 0.88 9.35 0.00 4.000 No Yes22.74 2.009.35 345 11.29 100.00 3.28 0.58 0.88 9.35 0.00 4.000 No Yes22.77 2.009.35 346 11.29 100.00 3.28 0.58 0.88 9.32 0.00 4.000 No Yes22.88 2.009.32 347 11.29 100.00 3.28 0.58 0.88 9.31 0.00 4.000 No Yes22.91 2.009.31 348 11.29 100.00 3.28 0.59 0.87 9.29 0.00 4.000 No Yes23.03 2.009.29 349 11.29 100.00 3.28 0.59 0.87 9.28 0.00 4.000 No Yes23.06 2.009.28 350 11.29 100.00 3.29 0.59 0.87 9.27 0.00 4.000 No Yes23.10 2.009.27 351 11.29 100.00 3.29 0.59 0.87 9.25 0.00 4.000 No Yes23.20 2.009.25 352 11.26 100.00 3.30 0.59 0.87 9.24 0.00 4.000 No Yes23.24 2.009.24 353 11.23 100.00 3.30 0.59 0.87 9.13 0.00 4.000 No Yes23.33 2.009.13 354 11.16 100.00 3.31 0.59 0.87 9.12 0.00 4.000 No Yes23.38 2.009.12 355 11.10 100.00 3.33 0.59 0.86 9.02 0.00 4.000 No Yes23.47 2.009.02 356 10.93 100.00 3.34 0.59 0.86 8.94 0.00 4.000 No Yes23.50 2.008.94 357 10.74 100.00 3.36 0.59 0.86 8.68 0.00 4.000 No Yes23.57 2.008.68 358 10.44 100.00 3.38 0.59 0.86 8.50 0.00 4.000 No Yes23.65 2.008.50 359 10.14 100.00 3.39 0.59 0.86 8.17 0.00 4.000 No Yes23.70 2.008.17 360 9.91 100.00 3.40 0.59 0.86 7.90 0.00 4.000 No Yes23.80 2.007.90 361 9.81 100.00 3.39 0.59 0.86 7.89 0.00 4.000 No Yes23.84 2.007.89 362 9.82 100.00 3.38 0.59 0.85 7.89 0.00 4.000 No Yes23.89 2.007.89 363 9.85 100.00 3.38 0.59 0.85 7.87 0.00 4.000 No Yes23.97 2.007.87 364 10.15 100.00 3.32 0.59 0.85 7.94 0.00 4.000 No Yes24.02 2.007.94 365 10.51 100.00 3.27 0.59 0.85 8.56 0.00 4.000 No Yes24.14 2.008.56 366 10.97 100.00 3.22 0.59 0.85 8.72 0.00 4.000 No Yes24.16 2.008.72 367 11.20 100.00 3.24 0.59 0.85 9.02 0.00 4.000 No Yes24.24 2.009.02 368 11.30 100.00 3.27 0.59 0.85 9.09 0.00 4.000 No Yes24.30 2.009.09 369 11.22 100.00 3.31 0.59 0.85 8.91 0.00 4.000 No Yes24.39 2.008.91 370 11.05 100.00 3.34 0.59 0.84 8.78 0.00 4.000 No Yes24.43 2.008.78 371 10.92 100.00 3.35 0.59 0.84 8.65 0.00 4.000 No Yes24.48 2.008.65 372 10.84 100.00 3.36 0.59 0.84 8.55 0.00 4.000 No Yes24.57 2.008.55 373 10.90 100.00 3.35 0.59 0.84 8.54 0.00 4.000 No Yes24.61 2.008.54 374 11.07 100.00 3.32 0.59 0.84 8.76 0.00 4.000 No Yes24.70 2.008.76 375 11.57 100.00 3.28 0.59 0.84 8.91 0.00 4.000 No Yes24.75 2.008.91 376 12.32 100.00 3.25 0.58 0.84 9.68 0.00 4.000 No Yes24.84 2.009.68 377 13.41 100.00 3.21 0.58 0.84 10.54 0.00 4.000 No Yes24.89 2.0010.54 378 14.20 100.00 3.20 0.58 0.84 11.47 0.00 4.000 No Yes24.96 2.0011.47 379 14.82 100.00 3.20 0.58 0.84 11.53 0.00 4.000 No Yes25.01 2.0011.53 380 14.88 100.00 3.22 0.57 0.84 11.99 0.00 4.000 No Yes25.08 2.0011.99 381 14.82 100.00 3.24 0.58 0.83 11.57 0.00 4.000 No Yes25.17 2.0011.57 382 14.46 100.00 3.27 0.58 0.83 11.33 0.00 4.000 No Yes25.21 2.0011.33 383 14.23 100.00 3.29 0.58 0.83 11.06 0.00 4.000 No Yes25.31 2.0011.06 384 14.09 100.00 3.30 0.58 0.83 10.97 0.00 4.000 No Yes25.36 2.0010.97 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 48 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 385 13.96 100.00 3.29 0.58 0.83 10.96 0.00 4.000 No Yes25.40 2.0010.96 386 13.80 100.00 3.29 0.58 0.83 10.70 0.00 4.000 No Yes25.50 2.0010.70 387 13.67 100.00 3.29 0.58 0.83 10.53 0.00 4.000 No Yes25.54 2.0010.53 388 13.61 100.00 3.29 0.58 0.82 10.60 0.00 4.000 No Yes25.59 2.0010.60 389 13.54 100.00 3.29 0.58 0.82 10.50 0.00 4.000 No Yes25.68 2.0010.50 390 13.51 100.00 3.30 0.58 0.82 10.33 0.00 4.000 No Yes25.72 2.0010.33 391 13.67 100.00 3.29 0.58 0.82 10.47 0.00 4.000 No Yes25.82 2.0010.47 392 14.04 100.00 3.27 0.58 0.82 10.84 0.00 4.000 No Yes25.87 2.0010.84 393 14.43 100.00 3.26 0.58 0.82 11.14 0.00 4.000 No Yes25.95 2.0011.14 394 14.69 100.00 3.25 0.58 0.82 11.35 0.00 4.000 No Yes26.00 2.0011.35 395 14.76 100.00 3.25 0.58 0.82 11.40 0.00 4.000 No Yes26.09 2.0011.40 396 14.69 100.00 3.25 0.58 0.81 11.24 0.00 4.000 No Yes26.14 2.0011.24 397 14.76 100.00 3.26 0.58 0.81 11.15 0.00 4.000 No Yes26.19 2.0011.15 398 14.96 100.00 3.26 0.58 0.81 11.51 0.00 4.000 No Yes26.27 2.0011.51 399 15.35 100.00 3.24 0.58 0.81 11.66 0.00 4.000 No Yes26.32 2.0011.66 400 15.81 100.00 3.23 0.57 0.81 12.01 0.00 4.000 No Yes26.42 2.0012.01 401 16.30 100.00 3.21 0.57 0.81 12.54 0.00 4.000 No Yes26.46 2.0012.54 402 16.77 100.00 3.20 0.57 0.81 12.75 0.00 4.000 No Yes26.51 2.0012.75 403 17.00 100.00 3.20 0.57 0.81 13.04 0.00 4.000 No Yes26.60 2.0013.04 404 17.33 100.00 3.20 0.57 0.81 13.02 0.00 4.000 No Yes26.65 2.0013.02 405 17.72 100.00 3.19 0.57 0.81 13.46 0.00 4.000 No Yes26.74 2.0013.46 406 18.41 100.00 3.18 0.57 0.81 13.90 0.00 4.000 No Yes26.78 2.0013.90 407 18.97 100.00 3.16 0.57 0.81 14.56 0.00 4.000 No Yes26.88 2.0014.56 408 19.79 100.00 3.14 0.56 0.81 14.71 0.00 4.000 No Yes26.91 2.0014.71 409 20.45 100.00 3.13 0.56 0.80 15.74 0.00 0.623 No Yes27.02 1.6615.74 410 21.21 100.00 3.12 0.56 0.80 16.03 0.00 0.646 No Yes27.06 1.7316.03 411 22.06 100.00 3.11 0.56 0.80 16.40 0.00 0.673 No Yes27.11 1.8016.40 412 22.94 100.00 3.09 0.55 0.80 17.67 0.00 0.700 No Yes27.20 1.8617.67 413 24.25 100.00 3.05 0.55 0.80 18.03 0.00 0.741 No Yes27.25 1.9718.03 414 25.07 100.00 2.98 0.55 0.80 19.36 0.00 0.764 No Yes27.39 2.0019.36 415 26.65 94.34 2.89 0.55 0.80 19.49 0.00 0.814 No Yes27.43 2.0019.49 416 27.96 90.29 2.84 0.54 0.80 21.60 0.00 0.854 No Yes27.50 2.0021.60 417 30.13 88.44 2.82 0.54 0.80 22.33 0.00 0.921 No Yes27.57 2.0022.33 418 31.27 88.11 2.81 0.53 0.80 24.46 0.00 0.955 No Yes27.64 2.0024.46 419 32.76 87.11 2.80 0.54 0.80 24.19 0.00 1.001 No Yes27.71 2.0024.19 420 33.92 86.24 2.79 0.53 0.80 25.77 0.00 1.035 No Yes27.79 2.0025.77 421 35.39 84.33 2.77 0.53 0.80 27.13 0.00 1.080 No Yes27.83 2.0027.13 422 36.27 82.32 2.74 0.53 0.80 27.57 0.00 1.106 No Yes27.89 2.0027.57 423 36.79 80.52 2.72 0.53 0.80 27.74 0.00 1.119 No Yes27.97 2.0027.74 424 37.41 78.28 2.69 0.52 0.80 28.24 0.00 1.136 No Yes28.03 2.0028.24 425 38.24 76.77 2.67 0.52 0.80 28.89 0.00 1.159 No Yes28.11 2.0028.89 426 38.90 75.76 2.66 0.52 0.80 29.56 0.00 1.178 No Yes28.15 2.0029.56 427 38.94 76.36 2.67 0.52 0.80 29.65 0.00 1.175 No Yes28.25 2.0029.65 428 38.26 78.62 2.70 0.52 0.80 28.87 0.00 1.151 No Yes28.30 2.0028.87 429 37.05 82.30 2.74 0.52 0.79 27.83 0.00 1.109 No Yes28.39 2.0027.83 430 36.55 85.23 2.78 0.53 0.79 26.74 0.00 1.092 No Yes28.43 2.0026.74 431 36.03 87.47 2.81 0.52 0.79 27.63 0.00 1.072 No Yes28.50 2.0027.63 432 36.35 87.79 2.81 0.53 0.79 26.52 0.00 1.080 No Yes28.57 2.0026.52 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 49 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 433 38.10 85.16 2.78 0.53 0.79 27.40 0.00 1.132 No Yes28.62 2.0027.40 434 41.65 80.03 2.71 0.51 0.79 31.56 0.00 1.238 No Yes28.71 2.0031.56 435 48.85 70.23 2.59 0.51 0.79 34.66 60.76 0.132 No No28.75 0.3495.41 436 55.39 61.84 2.49 0.49 0.80 44.14 61.59 0.145 No No28.84 0.37105.73 437 62.39 52.65 2.37 0.48 0.80 46.73 59.42 0.146 No No28.89 0.37106.15 438 66.14 44.48 2.27 0.48 0.80 50.87 56.86 0.148 No No28.94 0.38107.72 439 68.70 37.15 2.18 0.49 0.80 52.45 52.55 0.144 No No29.03 0.37104.99 440 69.68 31.95 2.11 0.50 0.79 52.06 47.90 0.137 No No29.08 0.3599.96 441 70.11 31.61 2.11 0.50 0.79 52.51 47.65 0.138 No No29.17 0.35100.15 442 67.25 34.20 2.14 0.49 0.79 53.14 50.27 0.142 No No29.22 0.36103.42 443 68.60 34.09 2.14 0.51 0.79 45.17 48.41 0.130 No No29.28 0.3393.57 444 71.53 33.83 2.14 0.48 0.79 55.71 50.50 0.146 No No29.35 0.37106.21 445 78.92 30.62 2.10 0.48 0.79 59.78 48.09 0.149 No No29.46 0.37107.87 446 82.38 29.99 2.09 0.48 0.80 62.48 47.93 0.153 No No29.50 0.38110.40 447 84.48 29.72 2.08 0.47 0.80 63.61 47.83 0.155 No No29.55 0.39111.44 448 85.40 29.96 2.09 0.47 0.80 64.69 48.34 0.157 No No29.60 0.39113.04 449 85.37 30.45 2.09 0.47 0.80 64.55 48.88 0.158 No No29.69 0.39113.43 450 83.86 31.40 2.11 0.47 0.80 63.45 49.73 0.158 No No29.73 0.39113.17 451 80.57 33.96 2.14 0.47 0.79 61.04 51.79 0.157 No No29.82 0.39112.83 452 76.69 37.35 2.18 0.48 0.79 56.74 53.70 0.153 No No29.92 0.38110.45 453 71.79 41.55 2.23 0.48 0.79 54.30 56.02 0.153 No No30.01 0.38110.32 454 68.24 44.54 2.27 0.49 0.79 49.47 56.54 0.146 No No30.07 0.36106.01 455 64.92 47.99 2.31 0.48 0.78 48.42 57.96 0.146 No No30.13 0.36106.37 456 60.35 53.25 2.38 0.48 0.78 46.52 59.59 0.146 No No30.19 0.36106.11 457 52.79 61.95 2.49 0.50 0.78 38.88 60.13 0.136 No No30.25 0.3499.01 458 43.92 72.93 2.62 0.52 0.77 30.94 0.00 1.233 No Yes30.34 2.0030.94 459 37.15 82.69 2.75 0.53 0.76 26.11 0.00 1.034 No Yes30.39 2.0026.11 460 31.79 91.71 2.86 0.54 0.76 23.44 0.00 0.875 No Yes30.47 2.0023.44 461 27.82 99.31 2.95 0.55 0.75 18.89 0.00 0.756 No Yes30.57 1.9118.89 462 24.01 100.00 3.06 0.56 0.75 17.21 0.00 0.645 No Yes30.59 1.6317.21 463 21.54 100.00 3.13 0.56 0.75 14.96 0.00 0.572 No Yes30.66 1.4414.96 464 19.24 100.00 3.20 0.57 0.74 13.45 0.00 0.505 No Yes30.71 1.2713.45 465 17.76 100.00 3.24 0.57 0.74 12.15 0.00 0.460 No Yes30.80 1.1612.15 466 16.55 100.00 3.26 0.58 0.74 11.71 0.00 0.425 No Yes30.85 1.0711.71 467 16.30 100.00 3.26 0.58 0.74 10.78 0.00 0.416 No Yes30.94 1.0510.78 468 15.71 100.00 3.27 0.58 0.74 11.58 0.00 0.398 No Yes30.99 1.0011.58 469 16.04 100.00 3.26 0.58 0.73 10.40 0.00 0.407 No Yes31.06 1.0210.40 470 16.35 100.00 3.25 0.58 0.74 11.44 0.00 0.415 No Yes31.13 1.0411.44 471 18.19 100.00 3.19 0.57 0.74 12.20 0.00 0.466 No Yes31.17 1.1712.20 472 19.70 100.00 3.15 0.57 0.74 14.30 0.00 0.508 No Yes31.26 1.2714.30 473 20.72 100.00 3.13 0.56 0.74 14.64 0.00 0.536 No Yes31.31 1.3414.64 474 20.62 100.00 3.14 0.57 0.74 14.33 0.00 0.531 No Yes31.40 1.3314.33 475 18.94 100.00 3.20 0.57 0.73 14.03 0.00 0.483 No Yes31.45 1.2114.03 476 17.01 100.00 3.27 0.58 0.73 10.99 0.00 0.426 No Yes31.58 1.0710.99 477 14.97 100.00 3.32 0.58 0.73 10.15 0.00 0.368 No Yes31.64 0.9210.15 478 14.33 100.00 3.31 0.58 0.72 9.65 0.00 0.349 No Yes31.72 0.879.65 479 14.09 100.00 3.30 0.58 0.72 9.61 0.00 0.342 No Yes31.77 0.859.61 480 14.06 100.00 3.32 0.58 0.72 9.59 0.00 0.340 No Yes31.85 0.859.59 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 50 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 481 14.30 100.00 3.34 0.58 0.72 9.55 0.00 0.346 No Yes31.91 0.869.55 482 14.19 100.00 3.38 0.58 0.72 10.09 0.00 0.343 No Yes31.96 0.8510.09 483 17.12 100.00 3.29 0.58 0.72 9.33 0.00 0.423 No Yes32.03 1.059.33 484 23.27 100.00 3.15 0.56 0.73 15.69 0.00 0.592 No Yes32.09 1.4715.69 485 32.83 100.00 2.98 0.54 0.74 23.18 0.00 0.854 No Yes32.18 2.0023.18 486 41.71 92.75 2.87 0.52 0.75 29.88 0.00 1.096 No Yes32.24 2.0029.88 487 47.55 88.34 2.82 0.50 0.75 35.05 0.00 1.253 No Yes32.32 2.0035.05 488 51.53 85.81 2.79 0.50 0.75 36.05 0.00 1.360 No Yes32.37 2.0036.05 489 54.09 84.04 2.76 0.49 0.75 38.65 0.00 1.426 No Yes32.46 2.0038.65 490 59.16 79.81 2.71 0.49 0.75 40.71 0.00 1.562 No Yes32.50 2.0040.71 491 69.45 71.31 2.60 0.47 0.76 47.41 0.00 1.839 No Yes32.55 2.0047.41 492 80.62 63.36 2.50 0.44 0.77 62.33 67.16 0.196 No No32.65 0.46129.49 493 91.35 56.63 2.42 0.43 0.78 66.48 66.25 0.206 No No32.69 0.48132.73 494 95.85 54.60 2.40 0.42 0.78 72.50 67.16 0.233 No No32.74 0.54139.66 495 95.13 55.79 2.41 0.42 0.78 72.85 67.70 0.237 No No32.83 0.55140.55 496 87.70 60.90 2.47 0.44 0.77 64.64 67.11 0.203 No No32.88 0.47131.75 497 76.88 68.27 2.57 0.46 0.76 54.77 66.19 0.174 No No32.97 0.41120.96 498 67.61 75.38 2.65 0.47 0.76 47.30 0.00 1.761 No Yes33.01 2.0047.30 499 62.69 79.62 2.71 0.48 0.75 42.98 0.00 1.624 No Yes33.09 2.0042.98 500 62.30 80.09 2.71 0.48 0.75 43.29 0.00 1.608 No Yes33.20 2.0043.29 501 67.66 75.39 2.65 0.47 0.75 46.23 0.00 1.749 No Yes33.23 2.0046.23 502 77.59 67.47 2.56 0.45 0.76 55.09 66.10 0.174 No No33.28 0.41121.19 503 92.32 56.71 2.42 0.43 0.77 66.03 66.15 0.205 No No33.34 0.47132.18 504 105.83 47.62 2.31 0.41 0.78 80.46 66.12 0.268 No No33.42 0.61146.59 505 118.28 39.01 2.20 0.41 0.78 86.45 62.01 0.279 No No33.47 0.63148.46 506 124.72 33.66 2.13 0.40 0.78 95.05 58.98 0.318 No No33.56 0.71154.03 507 129.42 27.83 2.06 0.41 0.78 94.36 51.33 0.263 No No33.61 0.60145.69 508 131.49 23.57 2.01 0.42 0.77 95.70 44.22 0.234 No No33.70 0.54139.92 509 133.66 19.84 1.96 0.43 0.76 97.18 36.24 0.209 No No33.80 0.48133.42 510 135.13 18.37 1.94 0.44 0.76 97.13 32.46 0.196 No No33.84 0.45129.59 511 135.76 18.01 1.94 0.44 0.76 97.54 31.57 0.195 No No33.86 0.45129.11 512 136.19 17.81 1.94 0.44 0.76 97.86 31.05 0.194 No No33.93 0.45128.91 513 136.29 17.78 1.93 0.44 0.76 97.71 30.96 0.194 No No34.02 0.45128.67 514 135.66 17.94 1.94 0.44 0.76 97.47 31.35 0.194 No No34.06 0.45128.81 515 135.30 17.72 1.93 0.45 0.76 95.98 30.60 0.188 No No34.14 0.43126.58 516 134.47 17.53 1.93 0.45 0.75 96.45 30.12 0.188 No No34.21 0.43126.56 517 133.95 16.78 1.92 0.45 0.75 94.75 27.85 0.177 No No34.25 0.41122.59 518 132.66 16.58 1.92 0.46 0.75 93.97 27.18 0.174 No No34.35 0.40121.15 519 129.25 17.05 1.93 0.45 0.75 92.88 28.39 0.174 No No34.39 0.40121.27 520 123.40 17.57 1.93 0.47 0.74 86.45 29.11 0.162 No No34.48 0.38115.56 521 117.45 18.52 1.94 0.47 0.74 80.29 30.82 0.154 No No34.58 0.36111.11 522 110.38 20.98 1.97 0.47 0.74 79.52 36.41 0.163 No No34.60 0.38115.93 523 104.99 24.38 2.02 0.47 0.74 71.10 41.59 0.157 No No34.72 0.37112.69 524 99.24 25.89 2.04 0.47 0.74 69.00 43.65 0.157 No No34.76 0.37112.65 525 95.62 23.99 2.01 0.48 0.73 66.42 40.12 0.147 No No34.81 0.34106.54 526 87.07 25.68 2.03 0.49 0.73 62.78 42.22 0.144 No No34.85 0.34105.00 527 83.75 28.18 2.06 0.51 0.71 49.64 43.20 0.129 No No34.92 0.3092.84 528 82.14 31.86 2.11 0.48 0.73 59.58 49.40 0.150 No No35.02 0.35108.98 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 51 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 529 86.61 31.15 2.10 0.48 0.73 59.55 48.63 0.149 No No35.06 0.35108.18 530 86.19 32.98 2.12 0.48 0.73 60.05 50.64 0.153 No No35.11 0.36110.69 531 85.60 34.85 2.15 0.48 0.73 58.69 52.08 0.153 No No35.20 0.36110.77 532 82.77 38.46 2.19 0.47 0.73 58.60 54.98 0.158 No No35.24 0.37113.58 533 79.55 42.33 2.24 0.48 0.73 54.00 56.43 0.153 No No35.34 0.36110.43 534 73.24 49.16 2.33 0.47 0.73 51.93 59.40 0.154 No No35.39 0.36111.33 535 68.02 55.24 2.40 0.49 0.72 44.80 59.82 0.144 No No35.48 0.34104.61 536 61.54 62.77 2.50 0.49 0.72 42.73 61.43 0.143 No No35.52 0.33104.16 537 53.29 72.37 2.62 0.50 0.71 37.84 0.00 1.269 No Yes35.57 2.0037.84 538 45.01 83.01 2.75 0.53 0.70 27.13 0.00 1.059 No Yes35.71 2.0027.13 539 38.30 91.95 2.86 0.53 0.70 25.02 0.00 0.893 No Yes35.76 2.0025.02 540 36.13 95.30 2.90 0.53 0.70 23.59 0.00 0.839 No Yes35.76 1.9823.59 541 34.72 97.88 2.94 0.54 0.69 22.61 0.00 0.802 No Yes35.84 1.8922.61 542 33.57 100.00 2.97 0.54 0.69 22.05 0.00 0.772 No Yes35.91 1.8222.05 543 32.85 100.00 3.00 0.54 0.69 21.14 0.00 0.753 No Yes35.98 1.7821.14 544 33.64 100.00 3.01 0.54 0.69 21.06 0.00 0.771 No Yes36.03 1.8221.06 545 35.12 100.00 2.99 0.53 0.69 23.60 0.00 0.805 No Yes36.12 1.8923.60 546 36.11 100.00 2.99 0.53 0.69 24.13 0.00 0.828 No Yes36.17 1.9524.13 547 34.66 100.00 3.02 0.54 0.69 23.01 0.00 0.790 No Yes36.26 1.8623.01 548 34.07 100.00 3.03 0.54 0.68 20.55 0.00 0.774 No Yes36.35 1.8220.55 549 33.02 100.00 3.05 0.54 0.69 22.82 0.00 0.748 No Yes36.38 1.7622.82 550 34.07 100.00 3.03 0.54 0.68 20.78 0.00 0.772 No Yes36.45 1.8120.78 551 34.80 100.00 3.02 0.54 0.69 22.65 0.00 0.788 No Yes36.50 1.8522.65 552 36.47 100.00 2.99 0.53 0.69 24.24 0.00 0.826 No Yes36.59 1.9324.24 553 36.90 100.00 2.98 0.53 0.69 24.16 0.00 0.835 No Yes36.63 1.9524.16 554 36.08 100.00 2.99 0.53 0.69 23.45 0.00 0.814 No Yes36.69 1.9023.45 555 34.95 100.00 2.99 0.54 0.68 22.48 0.00 0.785 No Yes36.77 1.8422.48 556 33.24 100.00 3.01 0.54 0.68 21.79 0.00 0.743 No Yes36.81 1.7421.79 557 31.60 100.00 3.03 0.55 0.68 19.89 0.00 0.702 No Yes36.91 1.6419.89 558 30.22 100.00 3.05 0.55 0.68 19.07 0.00 0.667 No Yes37.00 1.5619.07 559 29.73 100.00 3.05 0.55 0.67 18.93 0.00 0.655 No Yes37.04 1.5318.93 560 29.70 100.00 3.03 0.55 0.67 18.84 0.00 0.653 No Yes37.09 1.5318.84 561 30.19 100.00 2.98 0.55 0.67 18.96 0.00 0.664 No Yes37.15 1.5518.96 562 30.85 97.05 2.93 0.55 0.67 19.85 0.00 0.678 No Yes37.23 1.5819.85 563 31.71 94.80 2.90 0.55 0.67 20.09 0.00 0.697 No Yes37.28 1.6320.09 564 32.04 96.02 2.91 0.54 0.67 20.59 0.00 0.703 No Yes37.37 1.6420.59 565 29.21 100.00 2.99 0.54 0.67 20.47 0.00 0.635 No Yes37.41 1.4820.47 566 27.33 100.00 3.04 0.57 0.66 14.44 0.00 0.590 No Yes37.48 1.3814.44 567 22.60 100.00 3.16 0.56 0.67 16.82 0.00 0.478 No Yes37.54 1.1216.82 568 20.43 100.00 3.21 0.58 0.65 11.10 0.00 0.425 No Yes37.68 1.0011.10 569 16.72 100.00 3.34 0.58 0.65 10.22 0.00 0.338 No Yes37.72 0.7910.22 570 15.70 100.00 3.37 0.58 0.65 9.59 0.00 0.314 No Yes37.74 0.749.59 571 14.32 100.00 3.40 0.59 0.65 9.14 0.00 0.282 No Yes37.81 0.669.14 572 13.07 100.00 3.42 0.59 0.65 7.57 0.00 0.252 No Yes37.95 0.597.57 573 11.92 100.00 3.45 0.59 0.64 7.20 0.00 0.225 No Yes38.00 0.537.20 574 11.49 100.00 3.44 0.59 0.64 6.95 0.00 0.214 No Yes38.04 0.506.95 575 11.17 100.00 3.43 0.60 0.64 6.76 0.00 0.207 No Yes38.09 0.486.76 576 10.94 100.00 3.41 0.60 0.64 6.58 0.00 0.201 No Yes38.13 0.476.58 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 52 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 577 10.81 100.00 3.38 0.60 0.64 6.51 0.00 0.197 No Yes38.22 0.466.51 578 10.78 100.00 3.35 0.60 0.64 6.50 0.00 0.196 No Yes38.32 0.466.50 579 10.78 100.00 3.33 0.60 0.64 6.50 0.00 0.196 No Yes38.35 0.466.50 580 10.81 100.00 3.33 0.60 0.64 6.49 0.00 0.196 No Yes38.45 0.466.49 581 10.91 100.00 3.33 0.60 0.64 6.55 0.00 0.198 No Yes38.48 0.466.55 582 11.04 100.00 3.32 0.60 0.64 6.66 0.00 0.201 No Yes38.55 0.476.66 583 11.10 100.00 3.32 0.60 0.64 6.71 0.00 0.202 No Yes38.59 0.476.71 584 11.10 100.00 3.33 0.60 0.64 6.64 0.00 0.201 No Yes38.69 0.476.64 585 11.04 100.00 3.35 0.60 0.64 6.64 0.00 0.200 No Yes38.73 0.466.64 586 11.01 100.00 3.36 0.60 0.64 6.57 0.00 0.199 No Yes38.82 0.466.57 587 10.91 100.00 3.36 0.60 0.63 6.57 0.00 0.196 No Yes38.85 0.466.57 588 10.75 100.00 3.35 0.60 0.63 6.44 0.00 0.192 No Yes38.92 0.456.44 589 10.29 100.00 3.36 0.60 0.63 6.25 0.00 0.181 No Yes38.99 0.426.25 590 9.83 100.00 3.39 0.60 0.63 5.71 0.00 0.170 No Yes39.09 0.405.71 591 9.55 100.00 3.41 0.60 0.63 5.59 0.00 0.164 No Yes39.12 0.385.59 592 9.45 100.00 3.43 0.60 0.63 5.72 0.00 0.161 No Yes39.20 0.375.72 593 9.54 100.00 3.43 0.60 0.63 5.51 0.00 0.163 No Yes39.25 0.385.51 594 9.63 100.00 3.43 0.60 0.63 5.74 0.00 0.165 No Yes39.33 0.385.74 595 9.86 100.00 3.40 0.60 0.63 5.86 0.00 0.169 No Yes39.39 0.395.86 596 9.89 100.00 3.40 0.60 0.63 5.91 0.00 0.170 No Yes39.47 0.395.91 597 9.80 100.00 3.41 0.60 0.63 5.79 0.00 0.167 No Yes39.50 0.395.79 598 9.63 100.00 3.44 0.60 0.63 5.67 0.00 0.163 No Yes39.60 0.385.67 599 9.54 100.00 3.44 0.60 0.63 5.60 0.00 0.161 No Yes39.66 0.375.60 600 9.37 100.00 3.44 0.60 0.63 5.60 0.00 0.157 No Yes39.70 0.365.60 601 9.07 100.00 3.46 0.60 0.62 5.35 0.00 0.150 No Yes39.79 0.355.35 602 8.87 100.00 3.47 0.60 0.62 5.06 0.00 0.145 No Yes39.84 0.345.06 603 8.41 100.00 3.52 0.60 0.62 5.22 0.00 0.135 No Yes39.93 0.315.22 604 8.31 100.00 3.55 0.60 0.62 4.51 0.00 0.132 No Yes39.98 0.314.51 605 8.52 100.00 3.57 0.60 0.62 4.86 0.00 0.137 No Yes40.03 0.324.86 606 9.31 100.00 3.54 0.60 0.62 5.57 0.00 0.154 No Yes40.12 0.355.57 607 10.17 100.00 3.50 0.60 0.62 5.92 0.00 0.172 No Yes40.17 0.405.92 608 11.45 100.00 3.41 0.60 0.62 6.38 0.00 0.200 No Yes40.26 0.466.38 609 12.90 100.00 3.32 0.59 0.62 7.86 0.00 0.231 No Yes40.36 0.537.86 610 14.71 100.00 3.19 0.59 0.63 8.52 0.00 0.271 No Yes40.39 0.628.52 611 15.82 100.00 3.11 0.58 0.63 9.65 0.00 0.295 No Yes40.45 0.689.65 612 16.18 100.00 3.09 0.58 0.63 9.88 0.00 0.302 No Yes40.49 0.699.88 613 15.66 100.00 3.15 0.59 0.63 9.15 0.00 0.290 No Yes40.59 0.669.15 614 14.44 100.00 3.31 0.59 0.62 8.66 0.00 0.263 No Yes40.63 0.608.66 615 13.72 100.00 3.44 0.59 0.62 7.64 0.00 0.247 No Yes40.73 0.567.64 616 15.73 100.00 3.44 0.59 0.62 7.81 0.00 0.290 No Yes40.77 0.667.81 617 21.09 100.00 3.31 0.57 0.63 12.31 0.00 0.405 No Yes40.87 0.9212.31 618 26.35 100.00 3.22 0.55 0.64 17.54 0.00 0.518 No Yes40.95 1.1717.54 619 27.96 100.00 3.21 0.55 0.64 17.54 0.00 0.552 No Yes40.97 1.2517.54 620 26.08 100.00 3.27 0.56 0.63 15.28 0.00 0.511 No Yes41.05 1.1615.28 621 22.89 100.00 3.36 0.57 0.63 13.98 0.00 0.441 No Yes41.09 1.0013.98 622 20.65 100.00 3.42 0.58 0.62 11.52 0.00 0.392 No Yes41.19 0.8911.52 623 18.38 100.00 3.48 0.58 0.62 11.09 0.00 0.343 No Yes41.23 0.7811.09 624 17.14 100.00 3.51 0.58 0.62 9.77 0.00 0.316 No Yes41.28 0.729.77 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 53 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 625 19.11 100.00 3.43 0.59 0.62 9.22 0.00 0.357 No Yes41.35 0.819.22 626 23.33 100.00 3.29 0.56 0.63 14.69 0.00 0.446 No Yes41.46 1.0114.69 627 29.37 100.00 3.15 0.55 0.63 17.53 0.00 0.574 No Yes41.50 1.3017.53 628 32.23 100.00 3.10 0.54 0.64 20.45 0.00 0.634 No Yes41.55 1.4320.45 629 31.10 100.00 3.13 0.55 0.64 20.06 0.00 0.610 No Yes41.60 1.3720.06 630 26.56 100.00 3.23 0.56 0.63 15.37 0.00 0.512 No Yes41.70 1.1615.37 631 21.75 100.00 3.35 0.57 0.62 11.90 0.00 0.409 No Yes41.78 0.9311.90 632 18.92 100.00 3.42 0.58 0.62 11.05 0.00 0.348 No Yes41.83 0.7911.05 633 16.72 100.00 3.47 0.58 0.62 10.15 0.00 0.302 No Yes41.87 0.6810.15 634 14.69 100.00 3.51 0.59 0.61 7.91 0.00 0.258 No Yes41.97 0.597.91 635 12.75 100.00 3.57 0.59 0.61 7.38 0.00 0.217 No Yes42.00 0.497.38 636 11.90 100.00 3.62 0.60 0.61 6.68 0.00 0.199 No Yes42.06 0.456.68 637 11.27 100.00 3.66 0.60 0.61 6.38 0.00 0.185 No Yes42.15 0.426.38 638 11.13 100.00 3.67 0.60 0.60 6.26 0.00 0.182 No Yes42.20 0.416.26 639 11.16 100.00 3.67 0.60 0.60 6.39 0.00 0.182 No Yes42.26 0.416.39 640 11.20 100.00 3.66 0.60 0.60 6.42 0.00 0.182 No Yes42.35 0.416.42 641 11.12 100.00 3.65 0.60 0.60 6.29 0.00 0.180 No Yes42.40 0.416.29 642 10.96 100.00 3.64 0.60 0.60 6.23 0.00 0.177 No Yes42.48 0.406.23 643 10.73 100.00 3.64 0.60 0.60 6.11 0.00 0.172 No Yes42.54 0.396.11 644 10.50 100.00 3.64 0.60 0.60 5.87 0.00 0.166 No Yes42.64 0.385.87 645 10.31 100.00 3.62 0.60 0.60 5.82 0.00 0.162 No Yes42.68 0.375.82 646 10.28 100.00 3.58 0.60 0.60 5.76 0.00 0.161 No Yes42.73 0.365.76 647 10.21 100.00 3.54 0.60 0.60 5.81 0.00 0.159 No Yes42.82 0.365.81 648 10.25 100.00 3.49 0.60 0.60 5.69 0.00 0.160 No Yes42.87 0.365.69 649 10.25 100.00 3.48 0.60 0.60 5.79 0.00 0.159 No Yes42.98 0.365.79 650 10.38 100.00 3.47 0.60 0.60 5.79 0.00 0.162 No Yes43.00 0.375.79 651 10.51 100.00 3.46 0.60 0.60 5.90 0.00 0.164 No Yes43.05 0.375.90 652 10.77 100.00 3.46 0.60 0.60 6.01 0.00 0.170 No Yes43.11 0.386.01 653 11.03 100.00 3.45 0.60 0.60 6.23 0.00 0.175 No Yes43.18 0.396.23 654 11.23 100.00 3.46 0.60 0.60 6.34 0.00 0.178 No Yes43.24 0.406.34 655 11.29 100.00 3.46 0.60 0.60 6.33 0.00 0.179 No Yes43.36 0.406.33 656 11.30 100.00 3.48 0.60 0.60 6.33 0.00 0.179 No Yes43.37 0.406.33 657 11.30 100.00 3.48 0.60 0.59 6.32 0.00 0.179 No Yes43.46 0.406.32 658 11.33 100.00 3.48 0.60 0.59 6.32 0.00 0.179 No Yes43.51 0.406.32 659 11.30 100.00 3.47 0.60 0.59 6.37 0.00 0.178 No Yes43.59 0.406.37 660 11.17 100.00 3.47 0.60 0.59 6.25 0.00 0.175 No Yes43.65 0.396.25 661 10.77 100.00 3.49 0.60 0.59 6.07 0.00 0.167 No Yes43.73 0.376.07 662 10.35 100.00 3.51 0.60 0.59 5.67 0.00 0.158 No Yes43.83 0.355.67 663 9.98 100.00 3.54 0.60 0.59 5.50 0.00 0.150 No Yes43.88 0.345.50 664 9.85 100.00 3.55 0.60 0.59 5.44 0.00 0.147 No Yes43.97 0.335.44 665 9.89 100.00 3.55 0.60 0.59 5.43 0.00 0.148 No Yes43.98 0.335.43 666 9.95 100.00 3.55 0.60 0.59 5.54 0.00 0.149 No Yes44.06 0.335.54 667 10.18 100.00 3.55 0.60 0.59 5.54 0.00 0.153 No Yes44.10 0.345.54 668 10.48 100.00 3.55 0.60 0.59 5.81 0.00 0.159 No Yes44.20 0.365.81 669 10.84 100.00 3.54 0.60 0.59 6.03 0.00 0.166 No Yes44.25 0.376.03 670 11.07 100.00 3.53 0.60 0.59 6.13 0.00 0.170 No Yes44.34 0.386.13 671 11.13 100.00 3.53 0.60 0.59 6.19 0.00 0.171 No Yes44.38 0.386.19 672 11.04 100.00 3.52 0.60 0.59 6.13 0.00 0.169 No Yes44.43 0.386.13 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 54 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 673 10.91 100.00 3.52 0.60 0.59 5.95 0.00 0.166 No Yes44.57 0.375.95 674 10.85 100.00 3.52 0.60 0.59 5.95 0.00 0.164 No Yes44.59 0.375.95 675 10.91 100.00 3.51 0.60 0.59 6.00 0.00 0.165 No Yes44.66 0.376.00 676 10.98 100.00 3.51 0.60 0.59 6.05 0.00 0.166 No Yes44.70 0.376.05 677 11.04 100.00 3.49 0.60 0.58 6.05 0.00 0.167 No Yes44.75 0.376.05 678 11.11 100.00 3.49 0.60 0.58 6.09 0.00 0.168 No Yes44.89 0.386.09 679 11.30 100.00 3.49 0.60 0.58 6.14 0.00 0.172 No Yes44.93 0.386.14 680 11.54 100.00 3.49 0.60 0.58 6.37 0.00 0.176 No Yes44.98 0.396.37 681 11.90 100.00 3.47 0.60 0.58 6.47 0.00 0.183 No Yes45.03 0.416.47 682 12.14 100.00 3.44 0.60 0.58 6.75 0.00 0.187 No Yes45.09 0.426.75 683 12.31 100.00 3.42 0.60 0.58 6.74 0.00 0.190 No Yes45.18 0.426.74 684 12.25 100.00 3.42 0.60 0.58 6.74 0.00 0.189 No Yes45.22 0.426.74 685 12.11 100.00 3.44 0.60 0.58 6.61 0.00 0.186 No Yes45.32 0.416.61 686 11.98 100.00 3.45 0.60 0.58 6.50 0.00 0.183 No Yes45.37 0.416.50 687 11.92 100.00 3.46 0.60 0.58 6.49 0.00 0.181 No Yes45.41 0.406.49 688 11.92 100.00 3.45 0.60 0.58 6.48 0.00 0.181 No Yes45.55 0.406.48 689 11.88 100.00 3.45 0.60 0.58 6.48 0.00 0.180 No Yes45.59 0.406.48 690 11.79 100.00 3.45 0.60 0.58 6.42 0.00 0.178 No Yes45.64 0.406.42 691 11.59 100.00 3.46 0.60 0.58 6.31 0.00 0.174 No Yes45.69 0.396.31 692 11.23 100.00 3.47 0.60 0.58 6.14 0.00 0.167 No Yes45.74 0.376.14 693 10.77 100.00 3.49 0.60 0.58 5.80 0.00 0.157 No Yes45.82 0.355.80 694 10.38 100.00 3.50 0.60 0.58 5.53 0.00 0.149 No Yes45.87 0.335.53 695 10.18 100.00 3.50 0.60 0.57 5.46 0.00 0.145 No Yes45.96 0.325.46 696 10.15 100.00 3.49 0.60 0.57 5.46 0.00 0.145 No Yes46.01 0.325.46 697 10.15 100.00 3.48 0.60 0.57 5.46 0.00 0.144 No Yes46.09 0.325.46 698 10.15 100.00 3.46 0.60 0.57 5.45 0.00 0.144 No Yes46.20 0.325.45 699 10.18 100.00 3.44 0.60 0.57 5.45 0.00 0.144 No Yes46.24 0.325.45 700 10.25 100.00 3.44 0.60 0.57 5.50 0.00 0.145 No Yes46.28 0.325.50 701 10.35 100.00 3.46 0.60 0.57 5.55 0.00 0.147 No Yes46.34 0.335.55 702 10.44 100.00 3.50 0.60 0.57 5.59 0.00 0.149 No Yes46.42 0.335.59 703 10.74 100.00 3.54 0.60 0.57 5.65 0.00 0.154 No Yes46.47 0.345.65 704 11.56 100.00 3.54 0.60 0.57 6.02 0.00 0.169 No Yes46.54 0.376.02 705 12.97 100.00 3.49 0.59 0.57 6.95 0.00 0.196 No Yes46.61 0.436.95 706 16.82 100.00 3.31 0.59 0.58 7.99 0.00 0.269 No Yes46.66 0.597.99 707 20.73 100.00 3.16 0.57 0.58 12.53 0.00 0.343 No Yes46.75 0.7512.53 708 24.18 100.00 3.02 0.57 0.59 13.61 0.00 0.408 No Yes46.79 0.9013.61 709 23.82 100.00 3.00 0.57 0.59 13.88 0.00 0.400 No Yes46.88 0.8813.88 710 21.59 100.00 3.03 0.57 0.58 11.88 0.00 0.358 No Yes46.93 0.7911.88 711 18.30 100.00 3.14 0.58 0.58 9.73 0.00 0.295 No Yes47.02 0.659.73 712 15.61 100.00 3.28 0.59 0.57 8.23 0.00 0.244 No Yes47.07 0.548.23 713 13.97 100.00 3.41 0.59 0.57 7.28 0.00 0.212 No Yes47.16 0.477.28 714 13.37 100.00 3.50 0.59 0.57 6.95 0.00 0.201 No Yes47.21 0.446.95 715 15.84 100.00 3.42 0.59 0.57 7.22 0.00 0.247 No Yes47.25 0.547.22 716 20.12 100.00 3.28 0.58 0.58 11.42 0.00 0.327 No Yes47.35 0.7211.42 717 27.87 100.00 3.07 0.57 0.58 14.19 0.00 0.472 No Yes47.39 1.0314.19 718 35.83 95.48 2.91 0.54 0.60 20.64 0.00 0.620 No Yes47.45 1.3520.64 719 44.47 84.15 2.76 0.53 0.60 25.48 0.00 0.781 No Yes47.53 1.6925.48 720 50.15 78.80 2.70 0.52 0.61 29.70 0.00 0.885 No Yes47.62 1.9129.70 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 55 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 721 53.93 76.71 2.67 0.52 0.61 30.96 0.00 0.955 No Yes47.67 2.0030.96 722 57.21 76.83 2.67 0.51 0.61 32.45 0.00 1.015 No Yes47.72 2.0032.45 723 58.52 78.14 2.69 0.50 0.62 35.93 0.00 1.037 No Yes47.79 2.0035.93 724 53.01 83.07 2.75 0.51 0.61 33.50 0.00 0.934 No Yes47.86 2.0033.50 725 44.59 90.10 2.84 0.54 0.59 22.25 0.00 0.775 No Yes47.97 1.6822.25 726 36.50 97.99 2.94 0.55 0.59 20.26 0.00 0.624 No Yes48.02 1.3520.26 727 32.88 100.00 3.00 0.55 0.59 18.56 0.00 0.557 No Yes48.06 1.2118.56 728 29.24 100.00 3.08 0.56 0.58 15.83 0.00 0.489 No Yes48.11 1.0615.83 729 28.26 100.00 3.10 0.57 0.58 13.82 0.00 0.470 No Yes48.20 1.0213.82 730 31.29 100.00 3.03 0.56 0.58 16.78 0.00 0.525 No Yes48.25 1.1416.78 731 41.78 89.88 2.84 0.54 0.59 21.10 0.00 0.718 No Yes48.30 1.5521.10 732 50.98 79.30 2.70 0.51 0.61 32.68 0.00 0.885 No Yes48.39 1.8932.68 733 54.43 75.37 2.65 0.51 0.61 33.43 0.00 0.947 No Yes48.43 2.0033.43 734 49.69 79.94 2.71 0.53 0.60 27.24 0.00 0.859 No Yes48.52 1.8527.24 735 39.86 90.75 2.85 0.53 0.59 23.88 0.00 0.678 No Yes48.57 1.4623.88 736 32.27 100.00 2.97 0.56 0.58 15.61 0.00 0.538 No Yes48.66 1.1715.61 737 24.87 100.00 3.13 0.57 0.57 13.78 0.00 0.402 No Yes48.71 0.8813.78 738 21.03 100.00 3.22 0.58 0.57 10.94 0.00 0.332 No Yes48.76 0.7210.94 739 17.32 100.00 3.33 0.59 0.56 9.07 0.00 0.264 No Yes48.84 0.589.07 740 14.56 100.00 3.43 0.59 0.56 7.55 0.00 0.213 No Yes48.90 0.477.55 741 12.62 100.00 3.50 0.60 0.56 6.37 0.00 0.178 No Yes48.98 0.396.37 742 11.47 100.00 3.53 0.60 0.55 5.89 0.00 0.157 No Yes49.03 0.345.89 743 10.95 100.00 3.52 0.60 0.55 5.67 0.00 0.147 No Yes49.09 0.325.67 744 10.62 100.00 3.51 0.60 0.55 5.51 0.00 0.141 No Yes49.17 0.315.51 745 10.26 100.00 3.53 0.60 0.55 5.35 0.00 0.134 No Yes49.22 0.295.35 746 9.97 100.00 3.56 0.60 0.55 5.08 0.00 0.128 No Yes49.31 0.285.08 747 10.26 100.00 3.56 0.60 0.55 5.02 0.00 0.134 No Yes49.35 0.295.02 748 10.86 100.00 3.54 0.60 0.55 5.80 0.00 0.144 No Yes49.49 0.315.80 749 11.65 100.00 3.49 0.60 0.55 6.01 0.00 0.158 No Yes49.54 0.346.01 750 12.34 100.00 3.44 0.60 0.55 6.27 0.00 0.170 No Yes49.59 0.376.27 751 13.10 100.00 3.38 0.59 0.55 6.90 0.00 0.183 No Yes49.63 0.406.90 752 14.02 100.00 3.37 0.59 0.55 7.22 0.00 0.200 No Yes49.67 0.437.22 753 14.45 100.00 3.40 0.59 0.55 7.74 0.00 0.207 No Yes49.77 0.457.74 754 14.25 100.00 3.45 0.59 0.55 7.58 0.00 0.203 No Yes49.81 0.447.58 755 13.36 100.00 3.41 0.59 0.55 6.88 0.00 0.187 No Yes49.91 0.416.88 756 12.38 100.00 3.32 0.60 0.55 6.29 0.00 0.169 No Yes50.00 0.376.29 757 12.04 0.00 N/A 0.78 0.46 4.97 0.00 4.000 No No50.05 2.004.97 758 12.24 0.00 N/A 0.78 0.46 5.25 0.00 4.000 No No50.09 2.005.25 759 12.48 0.00 N/A 0.78 0.46 5.48 0.00 4.000 No No50.14 2.005.48 760 12.47 0.00 N/A 0.78 0.46 5.27 0.00 4.000 No No50.23 2.005.27 761 11.48 0.00 N/A 0.78 0.46 5.22 0.00 4.000 No No50.28 2.005.22 762 10.66 0.00 N/A 0.78 0.46 4.20 0.00 4.000 No No50.33 2.004.20 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 56 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs Abbreviations Depth: qt: FC: Ic: m: CN: qc1N : Δqc1N: qc1N,cs: CRR7.5 : FS: Depth from free surface, at which CPT was performed (ft) Fines content (%) Soil behavior type index Stress exponent Overburden correction factor Normalized and adjusted cone resistance Cone resistance correction factor due to fines Normalized and adjusted cone resistance Cyclic resistance ratio for Mw =7.5 (for PL=16%) Factor of safety against soil liquefaction CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 57 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 0.09 2.00 0.00 0.00 0.05 0.00 0.13 2.00 0.00 0.00 0.05 0.00 0.22 2.00 0.00 0.00 0.09 0.00 0.28 2.00 0.00 0.00 0.06 0.00 0.37 2.00 0.00 0.00 0.09 0.00 0.40 2.00 0.00 0.00 0.03 0.00 0.46 2.00 0.00 0.00 0.06 0.00 0.55 2.00 0.00 0.00 0.09 0.00 0.59 2.00 0.00 0.00 0.04 0.00 0.69 2.00 0.00 0.00 0.09 0.00 0.74 2.00 0.00 0.00 0.05 0.00 0.80 2.00 0.00 0.00 0.06 0.00 0.87 2.00 0.00 0.00 0.07 0.00 0.92 2.00 0.00 0.00 0.05 0.00 1.01 2.00 0.00 0.00 0.09 0.00 1.06 2.00 0.00 0.00 0.04 0.00 1.15 2.00 0.00 0.00 0.09 0.00 1.20 2.00 0.00 0.00 0.05 0.00 1.29 2.00 0.00 0.00 0.09 0.00 1.33 2.00 0.00 0.00 0.05 0.00 1.38 2.00 0.00 0.00 0.05 0.00 1.47 2.00 0.00 0.00 0.09 0.00 1.52 2.00 0.00 0.00 0.05 0.00 1.57 2.00 0.00 0.00 0.05 0.00 1.66 2.00 0.00 0.00 0.08 0.00 1.73 2.00 0.00 0.00 0.07 0.00 1.81 2.00 0.00 0.00 0.09 0.00 1.86 2.00 0.00 0.00 0.05 0.00 1.91 2.00 0.00 0.00 0.04 0.00 1.98 2.00 0.00 0.00 0.07 0.00 2.04 2.00 0.00 0.00 0.07 0.00 2.14 2.00 0.00 0.00 0.09 0.00 2.18 2.00 0.00 0.00 0.05 0.00 2.27 2.00 0.00 0.00 0.09 0.00 2.30 2.00 0.00 0.00 0.02 0.00 2.37 2.00 0.00 0.00 0.07 0.00 2.46 2.00 0.00 0.00 0.09 0.00 2.50 2.00 0.00 0.00 0.04 0.00 2.56 2.00 0.00 0.00 0.06 0.00 2.69 2.00 0.00 0.00 0.13 0.00 2.72 2.00 0.00 0.00 0.04 0.00 2.78 2.00 0.00 0.00 0.06 0.00 2.82 2.00 0.00 0.00 0.04 0.00 2.92 2.00 0.00 0.00 0.10 0.00 2.97 2.00 0.00 0.00 0.05 0.00 3.05 2.00 0.00 0.00 0.09 0.00 3.10 2.00 0.00 0.00 0.05 0.00 3.20 2.00 0.00 0.00 0.09 0.00 3.24 2.00 0.00 0.00 0.05 0.00 3.29 2.00 0.00 0.00 0.05 0.00 3.38 2.00 0.00 0.00 0.09 0.00 3.42 2.00 0.00 0.00 0.04 0.00 3.50 2.00 0.00 0.00 0.08 0.00 3.57 2.00 0.00 0.00 0.07 0.00 3.63 2.00 0.00 0.00 0.06 0.00 3.70 2.00 0.00 0.00 0.08 0.00 3.77 2.00 0.00 0.00 0.07 0.00 3.84 2.00 0.00 0.00 0.07 0.00 3.89 2.00 0.00 0.00 0.05 0.00 3.96 2.00 0.00 0.00 0.07 0.00 4.03 2.00 0.00 0.00 0.06 0.00 4.07 2.00 0.00 0.00 0.04 0.00 4.16 2.00 0.00 0.00 0.09 0.00 4.20 2.00 0.00 0.00 0.04 0.00 4.27 2.00 0.00 0.00 0.06 0.00 4.35 2.00 0.00 0.00 0.08 0.00 4.42 2.00 0.00 0.00 0.08 0.00 4.48 2.00 0.00 0.00 0.06 0.00 4.53 2.00 0.00 0.00 0.05 0.00 4.62 2.00 0.00 0.00 0.09 0.00 4.67 2.00 0.00 0.00 0.04 0.00 4.76 2.00 0.00 0.00 0.10 0.00 4.80 2.00 0.00 0.00 0.04 0.00 4.90 2.00 0.00 0.00 0.10 0.00 4.95 2.00 0.00 0.00 0.05 0.00 4.99 2.00 0.00 0.00 0.04 0.00 5.09 2.00 0.00 0.00 0.09 0.00 5.13 2.00 0.00 0.00 0.05 0.00 5.22 2.00 0.00 0.00 0.09 0.00 5.27 2.00 0.00 0.00 0.05 0.00 5.32 2.00 0.00 0.00 0.04 0.00 5.41 2.00 0.00 0.00 0.09 0.00 5.45 2.00 0.00 0.00 0.04 0.00 5.57 2.00 0.00 0.00 0.12 0.00 5.59 2.00 0.00 0.00 0.02 0.00 5.68 2.00 0.00 0.00 0.09 0.00 5.77 2.00 0.00 0.00 0.09 0.00 5.78 2.00 0.00 0.00 0.01 0.00 5.86 2.00 0.00 0.00 0.08 0.00 5.96 2.00 0.00 0.00 0.10 0.00 6.00 2.00 0.00 0.00 0.04 0.00 6.05 2.00 0.00 0.00 0.06 0.00 6.12 2.00 0.00 0.00 0.07 0.00 6.19 2.00 0.00 0.00 0.07 0.00 6.23 2.00 0.00 0.00 0.04 0.00 6.33 2.00 0.00 0.00 0.09 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 58 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 6.37 2.00 0.00 0.00 0.04 0.00 6.47 2.00 0.00 0.00 0.10 0.00 6.51 2.00 0.00 0.00 0.04 0.00 6.60 2.00 0.00 0.00 0.10 0.00 6.63 2.00 0.00 0.00 0.03 0.00 6.69 2.00 0.00 0.00 0.06 0.00 6.79 2.00 0.00 0.00 0.10 0.00 6.84 2.00 0.00 0.00 0.04 0.00 6.93 2.00 0.00 0.00 0.09 0.00 6.97 2.00 0.00 0.00 0.04 0.00 7.07 2.00 0.00 0.00 0.10 0.00 7.12 2.00 0.00 0.00 0.05 0.00 7.17 2.00 0.00 0.00 0.04 0.00 7.22 2.00 0.00 0.00 0.06 0.00 7.31 2.00 0.00 0.00 0.08 0.00 7.36 2.00 0.00 0.00 0.05 0.00 7.45 2.00 0.00 0.00 0.09 0.00 7.49 2.00 0.00 0.00 0.05 0.00 7.57 2.00 0.00 0.00 0.07 0.00 7.70 2.00 0.00 0.00 0.14 0.00 7.72 2.00 0.00 0.00 0.02 0.00 7.77 2.00 0.00 0.00 0.05 0.00 7.82 2.00 0.00 0.00 0.05 0.00 7.90 2.00 0.00 0.00 0.08 0.00 7.95 2.00 0.00 0.00 0.05 0.00 8.04 2.00 0.00 0.00 0.09 0.00 8.08 2.00 0.00 0.00 0.04 0.00 8.14 2.00 0.00 0.00 0.05 0.00 8.21 2.00 0.00 0.00 0.07 0.00 8.28 2.00 0.00 0.00 0.06 0.00 8.34 2.00 0.00 0.00 0.06 0.00 8.41 2.00 0.00 0.00 0.07 0.00 8.47 2.00 0.00 0.00 0.06 0.00 8.55 2.00 0.00 0.00 0.08 0.00 8.60 2.00 0.00 0.00 0.05 0.00 8.69 2.00 0.00 0.00 0.09 0.00 8.73 2.00 0.00 0.00 0.04 0.00 8.82 2.00 0.00 0.00 0.10 0.00 8.88 2.00 0.00 0.00 0.05 0.00 8.97 2.00 0.00 0.00 0.09 0.00 9.02 2.00 0.00 0.00 0.04 0.00 9.06 2.00 0.00 0.00 0.04 0.00 9.13 2.00 0.00 0.00 0.07 0.00 9.20 2.00 0.00 0.00 0.07 0.00 9.29 2.00 0.00 0.00 0.09 0.00 9.34 2.00 0.00 0.00 0.05 0.00 9.40 2.00 0.00 0.00 0.06 0.00 9.47 2.00 0.00 0.00 0.07 0.00 9.56 2.00 0.00 0.00 0.09 0.00 9.61 2.00 0.00 0.00 0.04 0.00 9.70 2.00 0.00 0.00 0.09 0.00 9.74 2.00 0.00 0.00 0.05 0.00 9.79 2.00 0.00 0.00 0.05 0.00 9.88 2.00 0.00 0.00 0.09 0.00 9.93 2.00 0.00 0.00 0.05 0.00 9.98 2.00 0.00 0.00 0.04 0.00 10.07 2.00 0.00 0.00 0.09 0.00 10.12 2.00 0.00 0.00 0.05 0.00 10.21 2.00 0.00 0.00 0.09 0.00 10.25 2.00 0.00 0.00 0.04 0.00 10.35 2.00 0.00 0.00 0.10 0.00 10.40 2.00 0.00 0.00 0.05 0.00 10.44 2.00 0.00 0.00 0.04 0.00 10.50 2.00 0.00 0.00 0.06 0.00 10.58 2.00 0.00 0.00 0.07 0.00 10.64 2.00 0.00 0.00 0.06 0.00 10.71 2.00 0.00 0.00 0.08 0.00 10.76 2.00 0.00 0.00 0.05 0.00 10.85 2.00 0.00 0.00 0.09 0.00 10.90 2.00 0.00 0.00 0.05 0.00 10.98 2.00 0.00 0.00 0.08 0.00 11.09 2.00 0.00 0.00 0.10 0.00 11.13 2.00 0.00 0.00 0.05 0.00 11.18 2.00 0.00 0.00 0.05 0.00 11.22 2.00 0.00 0.00 0.04 0.00 11.31 2.00 0.00 0.00 0.09 0.00 11.36 2.00 0.00 0.00 0.05 0.00 11.45 2.00 0.00 0.00 0.09 0.00 11.50 2.00 0.00 0.00 0.05 0.00 11.59 2.00 0.00 0.00 0.09 0.00 11.63 2.00 0.00 0.00 0.04 0.00 11.69 2.00 0.00 0.00 0.05 0.00 11.77 2.00 0.00 0.00 0.09 0.00 11.82 2.00 0.00 0.00 0.05 0.00 11.90 2.00 0.00 0.00 0.08 0.00 11.96 2.00 0.00 0.00 0.06 0.00 12.01 2.00 0.00 0.00 0.06 0.00 12.09 2.00 0.00 0.00 0.08 0.00 12.14 2.00 0.00 0.00 0.05 0.00 12.24 2.00 0.00 0.00 0.10 0.00 12.28 2.00 0.00 0.00 0.04 0.00 12.36 2.00 0.00 0.00 0.08 0.00 12.42 2.00 0.00 0.00 0.06 0.00 12.51 2.00 0.00 0.00 0.09 0.00 12.56 2.00 0.00 0.00 0.05 0.00 12.62 2.00 0.00 0.00 0.06 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 59 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 12.67 2.00 0.00 0.00 0.05 0.00 12.76 2.00 0.00 0.00 0.09 0.00 12.85 2.00 0.00 0.00 0.09 0.00 12.89 2.00 0.00 0.00 0.04 0.00 12.93 2.00 0.00 0.00 0.04 0.00 13.03 2.00 0.00 0.00 0.10 0.00 13.07 2.00 0.00 0.00 0.04 0.00 13.17 2.00 0.00 0.00 0.09 0.00 13.22 2.00 0.00 0.00 0.05 0.00 13.26 2.00 0.00 0.00 0.04 0.00 13.39 2.00 0.00 0.00 0.14 0.00 13.49 2.00 0.00 0.00 0.09 0.00 13.53 2.00 0.00 0.00 0.04 0.00 13.59 2.00 0.00 0.00 0.06 0.00 13.66 2.00 0.00 0.00 0.08 0.00 13.78 2.00 0.00 0.00 0.11 0.00 13.81 2.00 0.00 0.00 0.04 0.00 13.86 2.00 0.00 0.00 0.05 0.00 13.95 2.00 0.00 0.00 0.09 0.00 13.99 2.00 0.00 0.00 0.05 0.00 14.04 2.00 0.00 0.00 0.05 0.00 14.13 2.00 0.00 0.00 0.08 0.00 14.18 2.00 0.00 0.00 0.05 0.00 14.24 2.00 0.00 0.00 0.06 0.00 14.32 2.00 0.00 0.00 0.07 0.00 14.41 2.00 0.00 0.00 0.10 0.00 14.46 2.00 0.00 0.00 0.04 0.00 14.50 2.00 0.00 0.00 0.04 0.00 14.60 2.00 0.00 0.00 0.09 0.00 14.64 2.00 0.00 0.00 0.04 0.00 14.73 2.00 0.00 0.00 0.09 0.00 14.78 2.00 0.00 0.00 0.05 0.00 14.87 2.00 0.00 0.00 0.09 0.00 14.92 2.00 0.00 0.00 0.04 0.00 14.96 2.00 0.00 0.00 0.05 0.00 15.05 2.00 0.00 0.00 0.09 0.00 15.09 2.00 0.00 0.00 0.04 0.00 15.19 2.00 0.00 0.00 0.10 0.00 15.23 2.00 0.00 0.00 0.04 0.00 15.32 2.00 0.00 0.00 0.09 0.00 15.37 2.00 0.00 0.00 0.05 0.00 15.45 2.00 0.00 0.00 0.08 0.00 15.51 2.00 0.00 0.00 0.06 0.00 15.55 2.00 0.00 0.00 0.04 0.00 15.65 2.00 0.00 0.00 0.10 0.00 15.70 2.00 0.00 0.00 0.04 0.00 15.79 2.00 0.00 0.00 0.09 0.00 15.84 2.00 0.00 0.00 0.05 0.00 15.93 2.00 0.00 0.00 0.09 0.00 15.97 2.00 0.00 0.00 0.04 0.00 16.02 2.00 0.00 0.00 0.05 0.00 16.11 2.00 0.00 0.00 0.09 0.00 16.16 2.00 0.00 0.00 0.05 0.00 16.25 2.00 0.00 0.00 0.09 0.00 16.29 2.00 0.00 0.00 0.04 0.00 16.34 2.00 0.00 0.00 0.05 0.00 16.43 2.00 0.00 0.00 0.08 0.00 16.47 2.00 0.00 0.00 0.05 0.00 16.54 2.00 0.00 0.00 0.07 0.00 16.62 2.00 0.00 0.00 0.08 0.00 16.67 2.00 0.00 0.00 0.06 0.00 16.75 2.00 0.00 0.00 0.08 0.00 16.80 2.00 0.00 0.00 0.05 0.00 16.89 2.00 0.00 0.00 0.09 0.00 16.94 2.00 0.00 0.00 0.05 0.00 17.03 2.00 0.00 0.00 0.10 0.00 17.08 2.00 0.00 0.00 0.04 0.00 17.13 2.00 0.00 0.00 0.06 0.00 17.21 2.00 0.00 0.00 0.08 0.00 17.30 2.00 0.00 0.00 0.09 0.00 17.35 2.00 0.00 0.00 0.05 0.00 17.45 2.00 0.00 0.00 0.09 0.00 17.49 2.00 0.00 0.00 0.05 0.00 17.54 2.00 0.00 0.00 0.05 0.00 17.63 2.00 0.00 0.00 0.09 0.00 17.68 2.00 0.00 0.00 0.05 0.00 17.72 2.00 0.00 0.00 0.05 0.00 17.82 2.00 0.00 0.00 0.09 0.00 17.86 2.00 0.00 0.00 0.04 0.00 17.91 2.00 0.00 0.00 0.05 0.00 18.00 2.00 0.00 0.00 0.09 0.00 18.09 2.00 0.00 0.00 0.09 0.00 18.14 2.00 0.00 0.00 0.05 0.00 18.19 2.00 0.00 0.00 0.05 0.00 18.27 2.00 0.00 0.00 0.09 0.00 18.32 2.00 0.00 0.00 0.05 0.00 18.40 2.00 0.00 0.00 0.07 0.00 18.46 2.00 0.00 0.00 0.07 0.00 18.53 2.00 0.00 0.00 0.06 0.00 18.60 2.00 0.00 0.00 0.07 0.00 18.64 2.00 0.00 0.00 0.04 0.00 18.74 2.00 0.00 0.00 0.10 0.00 18.79 2.00 0.00 0.00 0.05 0.00 18.87 2.00 0.00 0.00 0.09 0.00 18.92 2.00 0.00 0.00 0.04 0.00 18.97 2.00 0.00 0.00 0.05 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 60 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 19.04 2.00 0.00 0.00 0.07 0.00 19.11 2.00 0.00 0.00 0.07 0.00 19.20 2.00 0.00 0.00 0.09 0.00 19.24 2.00 0.00 0.00 0.04 0.00 19.34 2.00 0.00 0.00 0.09 0.00 19.40 2.00 0.00 0.00 0.06 0.00 19.44 2.00 0.00 0.00 0.04 0.00 19.50 2.00 0.00 0.00 0.06 0.00 19.57 2.00 0.00 0.00 0.08 0.00 19.62 2.00 0.00 0.00 0.05 0.00 19.76 2.00 0.00 0.00 0.14 0.00 19.80 2.00 0.00 0.00 0.04 0.00 19.84 2.00 0.00 0.00 0.04 0.00 19.90 2.00 0.00 0.00 0.05 0.00 19.99 2.00 0.00 0.00 0.09 0.00 20.04 2.00 0.00 0.00 0.04 0.00 20.09 2.00 0.00 0.00 0.05 0.00 20.17 2.00 0.00 0.00 0.08 0.00 20.22 2.00 0.00 0.00 0.05 0.00 20.28 2.00 0.00 0.00 0.06 0.00 20.36 2.00 0.00 0.00 0.08 0.00 20.45 2.00 0.00 0.00 0.09 0.00 20.54 2.00 0.00 0.00 0.09 0.00 20.59 2.00 0.00 0.00 0.05 0.00 20.68 2.00 0.00 0.00 0.09 0.00 20.69 2.00 0.00 0.00 0.01 0.00 20.81 2.00 0.00 0.00 0.12 0.00 20.87 2.00 0.00 0.00 0.05 0.00 20.95 2.00 0.00 0.00 0.09 0.00 21.00 2.00 0.00 0.00 0.05 0.00 21.09 2.00 0.00 0.00 0.09 0.00 21.14 2.00 0.00 0.00 0.05 0.00 21.23 2.00 0.00 0.00 0.10 0.00 21.28 2.00 0.00 0.00 0.04 0.00 21.37 2.00 0.00 0.00 0.10 0.00 21.42 2.00 0.00 0.00 0.04 0.00 21.51 2.00 0.00 0.00 0.09 0.00 21.54 2.00 0.00 0.00 0.03 0.00 21.64 2.00 0.00 0.00 0.10 0.00 21.66 2.00 0.00 0.00 0.01 0.00 21.74 2.00 0.00 0.00 0.08 0.00 21.79 2.00 0.00 0.00 0.05 0.00 21.88 2.00 0.00 0.00 0.09 0.00 21.97 2.00 0.00 0.00 0.09 0.00 22.02 2.00 0.00 0.00 0.05 0.00 22.06 2.00 0.00 0.00 0.04 0.00 22.14 2.00 0.00 0.00 0.07 0.00 22.18 2.00 0.00 0.00 0.05 0.00 22.27 2.00 0.00 0.00 0.09 0.00 22.32 2.00 0.00 0.00 0.05 0.00 22.41 2.00 0.00 0.00 0.09 0.00 22.46 2.00 0.00 0.00 0.05 0.00 22.54 2.00 0.00 0.00 0.08 0.00 22.60 2.00 0.00 0.00 0.06 0.00 22.66 2.00 0.00 0.00 0.06 0.00 22.74 2.00 0.00 0.00 0.08 0.00 22.77 2.00 0.00 0.00 0.03 0.00 22.88 2.00 0.00 0.00 0.10 0.00 22.91 2.00 0.00 0.00 0.04 0.00 23.03 2.00 0.00 0.00 0.11 0.00 23.06 2.00 0.00 0.00 0.03 0.00 23.10 2.00 0.00 0.00 0.04 0.00 23.20 2.00 0.00 0.00 0.09 0.00 23.24 2.00 0.00 0.00 0.04 0.00 23.33 2.00 0.00 0.00 0.10 0.00 23.38 2.00 0.00 0.00 0.05 0.00 23.47 2.00 0.00 0.00 0.09 0.00 23.50 2.00 0.00 0.00 0.03 0.00 23.57 2.00 0.00 0.00 0.07 0.00 23.65 2.00 0.00 0.00 0.09 0.00 23.70 2.00 0.00 0.00 0.05 0.00 23.80 2.00 0.00 0.00 0.09 0.00 23.84 2.00 0.00 0.00 0.05 0.00 23.89 2.00 0.00 0.00 0.05 0.00 23.97 2.00 0.00 0.00 0.09 0.00 24.02 2.00 0.00 0.00 0.05 0.00 24.14 2.00 0.00 0.00 0.12 0.00 24.16 2.00 0.00 0.00 0.02 0.00 24.24 2.00 0.00 0.00 0.07 0.00 24.30 2.00 0.00 0.00 0.06 0.00 24.39 2.00 0.00 0.00 0.09 0.00 24.43 2.00 0.00 0.00 0.04 0.00 24.48 2.00 0.00 0.00 0.06 0.00 24.57 2.00 0.00 0.00 0.08 0.00 24.61 2.00 0.00 0.00 0.04 0.00 24.70 2.00 0.00 0.00 0.09 0.00 24.75 2.00 0.00 0.00 0.04 0.00 24.84 2.00 0.00 0.00 0.10 0.00 24.89 2.00 0.00 0.00 0.04 0.00 24.96 2.00 0.00 0.00 0.08 0.00 25.01 2.00 0.00 0.00 0.05 0.00 25.08 2.00 0.00 0.00 0.07 0.00 25.17 2.00 0.00 0.00 0.09 0.00 25.21 2.00 0.00 0.00 0.04 0.00 25.31 2.00 0.00 0.00 0.10 0.00 25.36 2.00 0.00 0.00 0.04 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 61 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 25.40 2.00 0.00 0.00 0.05 0.00 25.50 2.00 0.00 0.00 0.09 0.00 25.54 2.00 0.00 0.00 0.04 0.00 25.59 2.00 0.00 0.00 0.05 0.00 25.68 2.00 0.00 0.00 0.09 0.00 25.72 2.00 0.00 0.00 0.05 0.00 25.82 2.00 0.00 0.00 0.09 0.00 25.87 2.00 0.00 0.00 0.05 0.00 25.95 2.00 0.00 0.00 0.08 0.00 26.00 2.00 0.00 0.00 0.06 0.00 26.09 2.00 0.00 0.00 0.09 0.00 26.14 2.00 0.00 0.00 0.05 0.00 26.19 2.00 0.00 0.00 0.05 0.00 26.27 2.00 0.00 0.00 0.09 0.00 26.32 2.00 0.00 0.00 0.05 0.00 26.42 2.00 0.00 0.00 0.09 0.00 26.46 2.00 0.00 0.00 0.05 0.00 26.51 2.00 0.00 0.00 0.05 0.00 26.60 2.00 0.00 0.00 0.09 0.00 26.65 2.00 0.00 0.00 0.05 0.00 26.74 2.00 0.00 0.00 0.09 0.00 26.78 2.00 0.00 0.00 0.04 0.00 26.88 2.00 0.00 0.00 0.10 0.00 26.91 2.00 0.00 0.00 0.03 0.00 27.02 1.66 0.00 0.00 0.11 0.00 27.06 1.73 0.00 0.00 0.04 0.00 27.11 1.80 0.00 0.00 0.04 0.00 27.20 1.86 0.00 0.00 0.10 0.00 27.25 1.97 0.00 0.00 0.04 0.00 27.39 2.00 0.00 0.00 0.14 0.00 27.43 2.00 0.00 0.00 0.04 0.00 27.50 2.00 0.00 0.00 0.07 0.00 27.57 2.00 0.00 0.00 0.07 0.00 27.64 2.00 0.00 0.00 0.07 0.00 27.71 2.00 0.00 0.00 0.07 0.00 27.79 2.00 0.00 0.00 0.08 0.00 27.83 2.00 0.00 0.00 0.04 0.00 27.89 2.00 0.00 0.00 0.06 0.00 27.97 2.00 0.00 0.00 0.08 0.00 28.03 2.00 0.00 0.00 0.05 0.00 28.11 2.00 0.00 0.00 0.08 0.00 28.15 2.00 0.00 0.00 0.04 0.00 28.25 2.00 0.00 0.00 0.09 0.00 28.30 2.00 0.00 0.00 0.05 0.00 28.39 2.00 0.00 0.00 0.09 0.00 28.43 2.00 0.00 0.00 0.05 0.00 28.50 2.00 0.00 0.00 0.07 0.00 28.57 2.00 0.00 0.00 0.07 0.00 28.62 2.00 0.00 0.00 0.04 0.00 28.71 2.00 0.00 0.00 0.10 0.00 28.75 0.34 0.00 0.00 0.04 0.05 28.84 0.37 0.00 0.00 0.09 0.10 28.89 0.37 0.00 0.00 0.05 0.05 28.94 0.38 0.00 0.00 0.05 0.05 29.03 0.37 0.00 0.00 0.08 0.09 29.08 0.35 0.00 0.00 0.05 0.06 29.17 0.35 0.00 0.00 0.09 0.10 29.22 0.36 0.00 0.00 0.05 0.05 29.28 0.33 0.00 0.00 0.06 0.07 29.35 0.37 0.00 0.00 0.07 0.08 29.46 0.37 0.00 0.00 0.11 0.12 29.50 0.38 0.00 0.00 0.04 0.05 29.55 0.39 0.00 0.00 0.04 0.04 29.60 0.39 0.00 0.00 0.06 0.06 29.69 0.39 0.00 0.00 0.08 0.08 29.73 0.39 0.00 0.00 0.05 0.05 29.82 0.39 0.00 0.00 0.09 0.09 29.92 0.38 0.00 0.00 0.10 0.10 30.01 0.38 0.00 0.00 0.09 0.09 30.07 0.36 0.00 0.00 0.05 0.05 30.13 0.36 0.00 0.00 0.06 0.06 30.19 0.36 0.00 0.00 0.07 0.07 30.25 0.34 0.00 0.00 0.06 0.06 30.34 2.00 0.00 0.00 0.09 0.00 30.39 2.00 0.00 0.00 0.05 0.00 30.47 2.00 0.00 0.00 0.09 0.00 30.57 1.91 0.00 0.00 0.10 0.00 30.59 1.63 0.00 0.00 0.02 0.00 30.66 1.44 0.00 0.00 0.08 0.00 30.71 1.27 0.00 0.00 0.05 0.00 30.80 1.16 0.00 0.00 0.09 0.00 30.85 1.07 0.00 0.00 0.05 0.00 30.94 1.05 0.00 0.00 0.09 0.00 30.99 1.00 0.00 0.00 0.05 0.00 31.06 1.02 0.00 0.00 0.07 0.00 31.13 1.04 0.00 0.00 0.06 0.00 31.17 1.17 0.00 0.00 0.04 0.00 31.26 1.27 0.00 0.00 0.09 0.00 31.31 1.34 0.00 0.00 0.04 0.00 31.40 1.33 0.00 0.00 0.09 0.00 31.45 1.21 0.00 0.00 0.05 0.00 31.58 1.07 0.00 0.00 0.14 0.00 31.64 0.92 0.00 0.00 0.05 0.01 31.72 0.87 0.00 0.00 0.09 0.02 31.77 0.85 0.00 0.00 0.05 0.01 31.85 0.85 0.00 0.00 0.08 0.02 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 62 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 31.91 0.86 0.00 0.00 0.06 0.01 31.96 0.85 0.00 0.00 0.05 0.01 32.03 1.05 0.00 0.00 0.07 0.00 32.09 1.47 0.00 0.00 0.06 0.00 32.18 2.00 0.00 0.00 0.09 0.00 32.24 2.00 0.00 0.00 0.06 0.00 32.32 2.00 0.00 0.00 0.08 0.00 32.37 2.00 0.00 0.00 0.04 0.00 32.46 2.00 0.00 0.00 0.10 0.00 32.50 2.00 0.00 0.00 0.04 0.00 32.55 2.00 0.00 0.00 0.05 0.00 32.65 0.46 0.00 0.00 0.10 0.08 32.69 0.48 0.00 0.00 0.04 0.03 32.74 0.54 0.00 0.00 0.06 0.04 32.83 0.55 0.00 0.00 0.08 0.06 32.88 0.47 0.00 0.00 0.06 0.04 32.97 0.41 0.00 0.00 0.08 0.07 33.01 2.00 0.00 0.00 0.05 0.00 33.09 2.00 0.00 0.00 0.08 0.00 33.20 2.00 0.00 0.00 0.10 0.00 33.23 2.00 0.00 0.00 0.03 0.00 33.28 0.41 0.00 0.00 0.06 0.05 33.34 0.47 0.00 0.00 0.06 0.05 33.42 0.61 0.00 0.00 0.08 0.05 33.47 0.63 0.00 0.00 0.05 0.03 33.56 0.71 0.00 0.00 0.09 0.04 33.61 0.60 0.00 0.00 0.04 0.03 33.70 0.54 0.00 0.00 0.09 0.06 33.80 0.48 0.00 0.00 0.10 0.08 33.84 0.45 0.00 0.00 0.05 0.04 33.86 0.45 0.00 0.00 0.02 0.02 33.93 0.45 0.00 0.00 0.07 0.06 34.02 0.45 0.00 0.00 0.09 0.08 34.06 0.45 0.00 0.00 0.03 0.03 34.14 0.43 0.00 0.00 0.08 0.07 34.21 0.43 0.00 0.00 0.07 0.06 34.25 0.41 0.00 0.00 0.05 0.04 34.35 0.40 0.00 0.00 0.09 0.08 34.39 0.40 0.00 0.00 0.04 0.04 34.48 0.38 0.00 0.00 0.09 0.08 34.58 0.36 0.00 0.00 0.09 0.09 34.60 0.38 0.00 0.00 0.02 0.02 34.72 0.37 0.00 0.00 0.12 0.11 34.76 0.37 0.00 0.00 0.04 0.04 34.81 0.34 0.00 0.00 0.05 0.05 34.85 0.34 0.00 0.00 0.05 0.04 34.92 0.30 0.00 0.00 0.07 0.07 35.02 0.35 0.00 0.00 0.10 0.09 35.06 0.35 0.00 0.00 0.04 0.04 35.11 0.36 0.00 0.00 0.05 0.04 35.20 0.36 0.00 0.00 0.09 0.08 35.24 0.37 0.00 0.00 0.04 0.04 35.34 0.36 0.00 0.00 0.10 0.09 35.39 0.36 0.00 0.00 0.05 0.05 35.48 0.34 0.00 0.00 0.09 0.08 35.52 0.33 0.00 0.00 0.05 0.04 35.57 2.00 0.00 0.00 0.05 0.00 35.71 2.00 0.00 0.00 0.13 0.00 35.76 2.00 0.00 0.00 0.05 0.00 35.76 1.98 0.00 0.00 0.01 0.00 35.84 1.89 0.00 0.00 0.08 0.00 35.91 1.82 0.00 0.00 0.06 0.00 35.98 1.78 0.00 0.00 0.08 0.00 36.03 1.82 0.00 0.00 0.04 0.00 36.12 1.89 0.00 0.00 0.10 0.00 36.17 1.95 0.00 0.00 0.04 0.00 36.26 1.86 0.00 0.00 0.09 0.00 36.35 1.82 0.00 0.00 0.09 0.00 36.38 1.76 0.00 0.00 0.03 0.00 36.45 1.81 0.00 0.00 0.06 0.00 36.50 1.85 0.00 0.00 0.05 0.00 36.59 1.93 0.00 0.00 0.09 0.00 36.63 1.95 0.00 0.00 0.04 0.00 36.69 1.90 0.00 0.00 0.06 0.00 36.77 1.84 0.00 0.00 0.08 0.00 36.81 1.74 0.00 0.00 0.04 0.00 36.91 1.64 0.00 0.00 0.09 0.00 37.00 1.56 0.00 0.00 0.09 0.00 37.04 1.53 0.00 0.00 0.05 0.00 37.09 1.53 0.00 0.00 0.05 0.00 37.15 1.55 0.00 0.00 0.06 0.00 37.23 1.58 0.00 0.00 0.08 0.00 37.28 1.63 0.00 0.00 0.05 0.00 37.37 1.64 0.00 0.00 0.09 0.00 37.41 1.48 0.00 0.00 0.05 0.00 37.48 1.38 0.00 0.00 0.07 0.00 37.54 1.12 0.00 0.00 0.05 0.00 37.68 1.00 0.00 0.00 0.14 0.00 37.72 0.79 0.00 0.00 0.04 0.01 37.74 0.74 0.00 0.00 0.02 0.01 37.81 0.66 0.00 0.00 0.07 0.03 37.95 0.59 0.00 0.00 0.13 0.07 38.00 0.53 0.00 0.00 0.05 0.03 38.04 0.50 0.00 0.00 0.04 0.03 38.09 0.48 0.00 0.00 0.05 0.03 38.13 0.47 0.00 0.00 0.05 0.03 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 63 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 38.22 0.46 0.00 0.00 0.09 0.06 38.32 0.46 0.00 0.00 0.09 0.07 38.35 0.46 0.00 0.00 0.03 0.02 38.45 0.46 0.00 0.00 0.10 0.07 38.48 0.46 0.00 0.00 0.02 0.02 38.55 0.47 0.00 0.00 0.07 0.05 38.59 0.47 0.00 0.00 0.04 0.03 38.69 0.47 0.00 0.00 0.10 0.07 38.73 0.46 0.00 0.00 0.04 0.03 38.82 0.46 0.00 0.00 0.09 0.06 38.85 0.46 0.00 0.00 0.03 0.02 38.92 0.45 0.00 0.00 0.06 0.04 38.99 0.42 0.00 0.00 0.08 0.05 39.09 0.40 0.00 0.00 0.10 0.08 39.12 0.38 0.00 0.00 0.03 0.02 39.20 0.37 0.00 0.00 0.08 0.06 39.25 0.38 0.00 0.00 0.06 0.04 39.33 0.38 0.00 0.00 0.08 0.06 39.39 0.39 0.00 0.00 0.05 0.04 39.47 0.39 0.00 0.00 0.08 0.06 39.50 0.39 0.00 0.00 0.04 0.03 39.60 0.38 0.00 0.00 0.10 0.07 39.66 0.37 0.00 0.00 0.06 0.04 39.70 0.36 0.00 0.00 0.04 0.03 39.79 0.35 0.00 0.00 0.09 0.07 39.84 0.34 0.00 0.00 0.05 0.04 39.93 0.31 0.00 0.00 0.09 0.07 39.98 0.31 0.00 0.00 0.05 0.04 40.03 0.32 0.00 0.00 0.05 0.04 40.12 0.35 0.00 0.00 0.10 0.07 40.17 0.40 0.00 0.00 0.05 0.03 40.26 0.46 0.00 0.00 0.09 0.06 40.36 0.53 0.00 0.00 0.10 0.05 40.39 0.62 0.00 0.00 0.03 0.02 40.45 0.68 0.00 0.00 0.06 0.02 40.49 0.69 0.00 0.00 0.05 0.02 40.59 0.66 0.00 0.00 0.09 0.04 40.63 0.60 0.00 0.00 0.04 0.02 40.73 0.56 0.00 0.00 0.10 0.05 40.77 0.66 0.00 0.00 0.04 0.02 40.87 0.92 0.00 0.00 0.10 0.01 40.95 1.17 0.00 0.00 0.09 0.00 40.97 1.25 0.00 0.00 0.01 0.00 41.05 1.16 0.00 0.00 0.08 0.00 41.09 1.00 0.00 0.00 0.04 0.00 41.19 0.89 0.00 0.00 0.10 0.01 41.23 0.78 0.00 0.00 0.05 0.01 41.28 0.72 0.00 0.00 0.05 0.01 41.35 0.81 0.00 0.00 0.08 0.02 41.46 1.01 0.00 0.00 0.11 0.00 41.50 1.30 0.00 0.00 0.04 0.00 41.55 1.43 0.00 0.00 0.05 0.00 41.60 1.37 0.00 0.00 0.05 0.00 41.70 1.16 0.00 0.00 0.09 0.00 41.78 0.93 0.00 0.00 0.09 0.01 41.83 0.79 0.00 0.00 0.04 0.01 41.87 0.68 0.00 0.00 0.04 0.02 41.97 0.59 0.00 0.00 0.10 0.04 42.00 0.49 0.00 0.00 0.03 0.02 42.06 0.45 0.00 0.00 0.07 0.04 42.15 0.42 0.00 0.00 0.09 0.05 42.20 0.41 0.00 0.00 0.05 0.04 42.26 0.41 0.00 0.00 0.05 0.03 42.35 0.41 0.00 0.00 0.09 0.06 42.40 0.41 0.00 0.00 0.05 0.03 42.48 0.40 0.00 0.00 0.07 0.05 42.54 0.39 0.00 0.00 0.07 0.04 42.64 0.38 0.00 0.00 0.10 0.06 42.68 0.37 0.00 0.00 0.04 0.03 42.73 0.36 0.00 0.00 0.05 0.03 42.82 0.36 0.00 0.00 0.09 0.06 42.87 0.36 0.00 0.00 0.05 0.03 42.98 0.36 0.00 0.00 0.12 0.08 43.00 0.37 0.00 0.00 0.02 0.01 43.05 0.37 0.00 0.00 0.04 0.03 43.11 0.38 0.00 0.00 0.06 0.04 43.18 0.39 0.00 0.00 0.07 0.05 43.24 0.40 0.00 0.00 0.06 0.04 43.36 0.40 0.00 0.00 0.12 0.08 43.37 0.40 0.00 0.00 0.01 0.01 43.46 0.40 0.00 0.00 0.09 0.05 43.51 0.40 0.00 0.00 0.05 0.03 43.59 0.40 0.00 0.00 0.08 0.05 43.65 0.39 0.00 0.00 0.05 0.03 43.73 0.37 0.00 0.00 0.09 0.05 43.83 0.35 0.00 0.00 0.09 0.06 43.88 0.34 0.00 0.00 0.05 0.03 43.97 0.33 0.00 0.00 0.09 0.06 43.98 0.33 0.00 0.00 0.01 0.01 44.06 0.33 0.00 0.00 0.08 0.05 44.10 0.34 0.00 0.00 0.04 0.03 44.20 0.36 0.00 0.00 0.10 0.06 44.25 0.37 0.00 0.00 0.05 0.03 44.34 0.38 0.00 0.00 0.09 0.06 44.38 0.38 0.00 0.00 0.04 0.03 44.43 0.38 0.00 0.00 0.04 0.03 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 64 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 44.57 0.37 0.00 0.00 0.14 0.08 44.59 0.37 0.00 0.00 0.02 0.01 44.66 0.37 0.00 0.00 0.07 0.05 44.70 0.37 0.00 0.00 0.04 0.03 44.75 0.37 0.00 0.00 0.05 0.03 44.89 0.38 0.00 0.00 0.14 0.08 44.93 0.38 0.00 0.00 0.04 0.02 44.98 0.39 0.00 0.00 0.06 0.03 45.03 0.41 0.00 0.00 0.05 0.03 45.09 0.42 0.00 0.00 0.05 0.03 45.18 0.42 0.00 0.00 0.09 0.05 45.22 0.42 0.00 0.00 0.04 0.02 45.32 0.41 0.00 0.00 0.10 0.05 45.37 0.41 0.00 0.00 0.04 0.02 45.41 0.40 0.00 0.00 0.05 0.03 45.55 0.40 0.00 0.00 0.14 0.08 45.59 0.40 0.00 0.00 0.04 0.02 45.64 0.40 0.00 0.00 0.05 0.03 45.69 0.39 0.00 0.00 0.05 0.03 45.74 0.37 0.00 0.00 0.05 0.03 45.82 0.35 0.00 0.00 0.09 0.05 45.87 0.33 0.00 0.00 0.05 0.03 45.96 0.32 0.00 0.00 0.09 0.05 46.01 0.32 0.00 0.00 0.05 0.03 46.09 0.32 0.00 0.00 0.08 0.05 46.20 0.32 0.00 0.00 0.11 0.07 46.24 0.32 0.00 0.00 0.04 0.02 46.28 0.32 0.00 0.00 0.04 0.03 46.34 0.33 0.00 0.00 0.05 0.03 46.42 0.33 0.00 0.00 0.09 0.05 46.47 0.34 0.00 0.00 0.05 0.03 46.54 0.37 0.00 0.00 0.07 0.04 46.61 0.43 0.00 0.00 0.07 0.04 46.66 0.59 0.00 0.00 0.05 0.02 46.75 0.75 0.00 0.00 0.09 0.02 46.79 0.90 0.00 0.00 0.04 0.00 46.88 0.88 0.00 0.00 0.09 0.01 46.93 0.79 0.00 0.00 0.05 0.01 47.02 0.65 0.00 0.00 0.09 0.03 47.07 0.54 0.00 0.00 0.04 0.02 47.16 0.47 0.00 0.00 0.09 0.04 47.21 0.44 0.00 0.00 0.05 0.02 47.25 0.54 0.00 0.00 0.04 0.02 47.35 0.72 0.00 0.00 0.10 0.02 47.39 1.03 0.00 0.00 0.04 0.00 47.45 1.35 0.00 0.00 0.05 0.00 47.53 1.69 0.00 0.00 0.08 0.00 47.62 1.91 0.00 0.00 0.09 0.00 47.67 2.00 0.00 0.00 0.05 0.00 47.72 2.00 0.00 0.00 0.05 0.00 47.79 2.00 0.00 0.00 0.07 0.00 47.86 2.00 0.00 0.00 0.07 0.00 47.97 1.68 0.00 0.00 0.11 0.00 48.02 1.35 0.00 0.00 0.05 0.00 48.06 1.21 0.00 0.00 0.04 0.00 48.11 1.06 0.00 0.00 0.05 0.00 48.20 1.02 0.00 0.00 0.09 0.00 48.25 1.14 0.00 0.00 0.05 0.00 48.30 1.55 0.00 0.00 0.05 0.00 48.39 1.89 0.00 0.00 0.09 0.00 48.43 2.00 0.00 0.00 0.04 0.00 48.52 1.85 0.00 0.00 0.09 0.00 48.57 1.46 0.00 0.00 0.05 0.00 48.66 1.17 0.00 0.00 0.09 0.00 48.71 0.88 0.00 0.00 0.05 0.00 48.76 0.72 0.00 0.00 0.05 0.01 48.84 0.58 0.00 0.00 0.08 0.03 48.90 0.47 0.00 0.00 0.06 0.02 48.98 0.39 0.00 0.00 0.08 0.04 49.03 0.34 0.00 0.00 0.05 0.03 49.09 0.32 0.00 0.00 0.06 0.03 49.17 0.31 0.00 0.00 0.08 0.04 49.22 0.29 0.00 0.00 0.05 0.03 49.31 0.28 0.00 0.00 0.09 0.05 49.35 0.29 0.00 0.00 0.04 0.02 49.49 0.31 0.00 0.00 0.14 0.07 49.54 0.34 0.00 0.00 0.05 0.02 49.59 0.37 0.00 0.00 0.05 0.02 49.63 0.40 0.00 0.00 0.04 0.02 49.67 0.43 0.00 0.00 0.04 0.02 49.77 0.45 0.00 0.00 0.10 0.04 49.81 0.44 0.00 0.00 0.04 0.02 49.91 0.41 0.00 0.00 0.09 0.04 50.00 0.37 0.00 0.00 0.09 0.04 50.05 2.00 0.00 0.00 0.05 0.00 50.09 2.00 0.00 0.00 0.04 0.00 50.14 2.00 0.00 0.00 0.05 0.00 50.23 2.00 0.00 0.00 0.10 0.00 50.28 2.00 0.00 0.00 0.05 0.00 50.33 2.00 0.00 0.00 0.05 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 65 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Abbreviations LPIISH > 5.0 - Liquefaction manifestation is expected FS: dz: LPI: Calculated factor of safety for test point Layer thickness (ft) Liquefaction potential index value for test point CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 66 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 Cone resistance qt (tsf) 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance SBTn Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot FS Plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Vertical settlements Settlement (in) 2.521.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Vertical settlements Dry : 0.58 (in)Wet: 2.01 (in) E s t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e m e n t s Strain plot Volumentric strain (%) 6543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Strain plot CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 67 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Abbreviations qt: Ic: FS: Volumentric strain: c corrected for pore water effects) Soil Behaviour Type Index Calculated Factor of Safety against liquefaction Post-liquefaction volumentric strain This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 0.09 4.06 0.94 54.25 51.14 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.13 4.06 1.36 54.25 73.87 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.22 2.91 21.47 7.29 156.54 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.28 1.90 124.34 1.24 153.95 31 774 0.35 0.001 0.00 17.20 0.00 0.000 0.37 1.56 237.34 1.00 237.34 42 955 0.38 0.001 0.00 17.20 0.00 0.000 0.40 1.40 326.06 1.00 326.06 55 1078 0.38 0.001 0.00 17.20 0.00 0.000 0.46 1.42 321.67 1.00 321.67 55 1088 0.38 0.001 0.00 17.20 0.00 0.000 0.55 1.48 297.52 1.00 297.52 52 1086 0.38 0.001 0.00 17.20 0.00 0.000 0.59 1.59 259.24 1.00 259.24 47 1085 0.38 0.001 0.00 17.20 0.00 0.000 0.69 1.71 219.57 1.01 221.03 41 1071 0.38 0.002 0.00 17.20 0.00 0.000 0.74 1.88 172.46 1.22 210.36 42 1038 0.38 0.002 0.00 17.20 0.00 0.000 0.80 2.03 136.70 1.33 182.34 38 1001 0.38 0.002 0.00 17.20 0.00 0.000 0.87 2.18 107.39 1.57 168.91 38 954 0.37 0.002 0.00 17.20 0.00 0.000 0.92 2.31 86.84 1.95 169.76 40 904 0.37 0.003 0.00 17.20 0.00 0.000 1.01 2.42 71.62 2.47 176.96 44 857 0.36 0.003 0.00 17.20 0.00 0.000 1.06 2.56 57.15 3.39 193.81 51 815 0.36 0.004 0.00 17.20 0.00 0.000 1.15 2.63 50.60 4.05 205.01 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.20 2.65 46.16 4.24 195.88 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.29 2.60 46.05 3.72 171.34 46 691 0.36 0.006 0.00 17.20 0.00 0.000 1.33 2.52 45.99 3.14 144.26 38 628 0.36 0.007 0.00 17.20 0.00 0.000 1.38 2.49 46.03 2.90 133.63 34 603 0.36 0.008 0.00 17.20 0.00 0.000 1.47 2.47 46.12 2.79 128.69 33 591 0.36 0.008 0.00 17.20 0.00 0.000 1.52 2.51 42.99 3.02 129.76 34 575 0.36 0.009 0.00 17.20 0.01 0.000 1.57 2.54 40.76 3.24 132.19 35 567 0.35 0.010 0.01 17.20 0.01 0.000 1.66 2.58 38.04 3.58 136.37 37 559 0.36 0.011 0.01 17.20 0.01 0.000 1.73 2.59 37.48 3.66 137.21 37 557 0.35 0.011 0.01 17.20 0.01 0.000 1.81 2.64 34.76 4.07 141.37 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.86 2.69 31.83 4.59 145.99 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.91 2.74 29.23 5.13 149.84 0 0 0.35 0.000 0.00 0.00 0.00 0.000 1.98 2.78 27.18 5.62 152.71 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.04 2.82 25.30 6.14 155.43 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.14 2.85 24.16 6.53 157.85 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.18 2.87 23.59 6.82 160.89 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.27 2.88 23.70 6.88 163.12 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.30 2.87 24.44 6.76 165.24 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.37 2.84 26.07 6.33 164.97 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.46 2.80 27.74 5.91 163.99 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.50 2.78 28.95 5.59 161.82 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.56 2.75 29.42 5.30 155.80 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.69 2.73 29.66 5.01 148.52 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.72 2.70 29.75 4.68 139.12 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.78 2.68 29.63 4.50 133.40 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.82 2.65 29.35 4.24 124.43 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.92 2.62 29.18 3.97 115.92 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.97 2.59 28.93 3.67 106.12 29 431 0.35 0.048 0.03 17.20 0.03 0.000 3.05 2.58 28.46 3.54 100.83 27 416 0.35 0.056 0.04 17.20 0.04 0.001 3.10 2.57 27.63 3.51 97.04 26 402 0.35 0.065 0.05 17.20 0.05 0.001 3.20 2.59 26.47 3.66 96.98 26 394 0.35 0.074 0.05 17.20 0.06 0.001 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 68 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 3.24 2.62 25.15 3.96 99.47 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.29 2.68 23.51 4.49 105.54 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.38 2.73 22.23 5.02 111.52 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.42 2.78 21.17 5.61 118.84 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.50 2.82 20.58 6.06 124.78 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.57 2.86 19.89 6.60 131.35 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.63 2.89 19.46 7.00 136.27 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.70 2.91 19.19 7.32 140.55 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.77 2.92 19.13 7.51 143.66 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.84 2.92 19.12 7.46 142.58 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.89 2.89 19.10 7.12 135.97 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.96 2.86 19.09 6.67 127.44 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.03 2.84 19.08 6.43 122.76 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.07 2.85 18.96 6.55 124.26 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.16 2.87 18.78 6.76 127.04 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.20 2.88 18.56 6.96 129.09 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.27 2.89 18.35 7.10 130.30 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.35 2.90 18.29 7.18 131.40 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.42 2.90 18.19 7.25 131.83 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.48 2.90 18.13 7.24 131.28 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.53 2.89 17.97 7.09 127.34 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.62 2.87 17.85 6.73 120.20 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.67 2.80 17.96 5.84 104.91 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.76 2.73 18.11 5.03 91.04 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.80 2.65 18.38 4.18 76.77 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.90 2.60 18.65 3.77 70.33 0 0 0.35 0.000 0.00 0.00 0.00 0.000 4.95 2.56 18.98 3.41 64.64 17 271 0.35 1.372 1.65 17.20 1.76 0.021 4.99 2.52 19.82 3.10 61.46 16 269 0.35 1.482 1.94 17.20 2.06 0.022 5.09 2.46 21.71 2.72 58.97 15 274 0.35 1.388 1.97 17.20 2.10 0.048 5.13 2.40 24.30 2.36 57.42 14 284 0.35 1.144 1.74 17.20 1.85 0.020 5.22 2.35 26.98 2.13 57.58 14 297 0.35 0.908 1.41 17.20 1.50 0.031 5.27 2.33 28.62 2.06 58.99 14 308 0.35 0.745 1.13 17.20 1.21 0.015 5.32 2.32 29.93 2.02 60.39 14 318 0.35 0.634 0.94 17.20 1.00 0.010 5.41 2.33 30.66 2.03 62.10 15 327 0.35 0.572 0.82 17.20 0.87 0.019 5.45 2.33 31.61 2.02 64.00 15 337 0.35 0.495 0.69 17.20 0.73 0.008 5.57 2.33 32.07 2.04 65.49 16 343 0.35 0.471 0.63 17.20 0.67 0.020 5.59 2.33 32.18 2.06 66.29 16 346 0.35 0.453 0.60 17.20 0.64 0.003 5.68 2.36 31.22 2.16 67.46 16 346 0.35 0.475 0.61 17.20 0.65 0.014 5.77 2.38 30.05 2.29 68.80 17 344 0.35 0.505 0.62 17.20 0.66 0.014 5.78 2.42 28.73 2.46 70.73 18 343 0.35 0.517 0.61 17.20 0.64 0.002 5.86 2.43 28.08 2.56 71.95 18 343 0.35 0.536 0.61 17.20 0.65 0.012 5.96 2.45 27.65 2.65 73.29 18 344 0.35 0.551 0.61 17.20 0.65 0.016 6.00 2.45 27.96 2.67 74.79 19 350 0.35 0.512 0.55 17.20 0.58 0.005 6.05 2.45 28.86 2.67 77.02 19 361 0.35 0.447 0.46 17.20 0.49 0.007 6.12 2.46 30.12 2.69 81.18 20 379 0.35 0.359 0.35 17.20 0.37 0.006 6.19 2.47 31.02 2.78 86.21 22 397 0.35 0.295 0.26 17.20 0.28 0.005 6.23 2.52 30.59 3.13 95.86 25 418 0.35 0.236 0.18 17.20 0.19 0.002 6.33 2.58 29.47 3.60 106.07 28 434 0.35 0.206 0.13 17.20 0.14 0.003 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 69 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 6.37 2.67 27.51 4.36 120.00 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.47 2.72 26.08 4.96 129.48 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.51 2.79 24.28 5.74 139.41 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.60 2.83 23.01 6.20 142.75 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.63 2.84 21.53 6.37 137.05 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.69 2.82 20.73 6.12 126.85 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.79 2.80 20.40 5.81 118.57 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.84 2.80 20.66 5.83 120.51 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.93 2.80 21.02 5.87 123.31 0 0 0.35 0.000 0.00 0.00 0.00 0.000 6.97 2.80 21.49 5.79 124.48 0 0 0.35 0.000 0.00 0.00 0.00 0.000 7.07 2.76 22.58 5.42 122.34 0 0 0.35 0.000 0.00 0.00 0.00 0.000 7.12 2.72 23.99 4.95 118.88 0 0 0.35 0.000 0.00 0.00 0.00 0.000 7.17 2.66 26.14 4.33 113.33 0 0 0.35 0.000 0.00 0.00 0.00 0.000 7.22 2.59 28.62 3.70 105.74 29 428 0.35 0.302 0.20 17.20 0.21 0.003 7.31 2.51 31.63 3.07 97.06 25 427 0.35 0.313 0.24 17.20 0.25 0.005 7.36 2.44 34.49 2.58 88.94 22 423 0.35 0.334 0.29 17.20 0.31 0.004 7.45 2.38 36.87 2.28 83.97 20 421 0.35 0.350 0.34 17.20 0.36 0.007 7.49 2.35 38.29 2.13 81.72 20 421 0.35 0.357 0.36 17.20 0.39 0.005 7.57 2.36 38.02 2.17 82.40 20 422 0.35 0.361 0.36 17.20 0.39 0.007 7.70 2.38 36.74 2.29 84.23 21 421 0.35 0.380 0.37 17.20 0.39 0.013 7.72 2.42 35.16 2.48 87.09 22 422 0.35 0.382 0.35 17.20 0.37 0.002 7.77 2.46 33.62 2.69 90.58 23 422 0.35 0.384 0.33 17.20 0.35 0.004 7.82 2.51 31.56 3.06 96.70 25 426 0.35 0.376 0.29 17.20 0.31 0.004 7.90 2.57 29.44 3.53 103.89 28 429 0.36 0.371 0.25 17.20 0.27 0.005 7.95 2.64 27.26 4.11 112.08 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.04 2.69 25.78 4.57 117.90 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.08 2.74 24.19 5.10 123.36 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.14 2.77 23.02 5.54 127.65 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.21 2.82 21.59 6.14 132.50 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.28 2.87 20.32 6.74 136.97 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.34 2.90 19.42 7.21 140.02 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.41 2.92 18.89 7.51 141.78 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.47 2.93 18.62 7.68 143.07 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.55 2.94 18.45 7.83 144.53 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.60 2.94 18.65 7.82 145.92 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.69 2.93 19.01 7.70 146.37 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.73 2.90 19.85 7.28 144.50 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.82 2.88 20.37 6.93 141.10 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.88 2.84 21.00 6.33 132.95 0 0 0.36 0.000 0.00 0.00 0.00 0.000 8.97 2.77 21.41 5.55 118.77 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.02 2.67 22.36 4.40 98.30 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.06 2.56 24.26 3.40 82.44 22 346 0.36 1.806 1.63 17.20 1.73 0.018 9.13 2.49 26.79 2.91 78.01 20 351 0.36 1.686 1.69 17.20 1.79 0.031 9.20 2.50 28.47 3.00 85.45 22 380 0.36 1.075 0.96 17.20 1.02 0.016 9.29 2.57 27.40 3.54 96.94 26 400 0.36 0.822 0.60 17.20 0.64 0.014 9.34 2.65 25.87 4.18 108.17 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.40 2.71 24.33 4.83 117.53 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.47 2.75 23.70 5.28 125.18 0 0 0.36 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 70 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 9.56 2.81 22.47 5.93 133.21 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.61 2.86 21.31 6.59 140.41 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.70 2.86 20.77 6.57 136.55 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.74 2.83 20.40 6.24 127.24 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.79 2.80 20.34 5.89 119.74 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.88 2.81 20.49 6.00 122.92 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.93 2.84 20.76 6.35 131.75 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.98 2.86 20.99 6.68 140.23 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.07 2.89 21.06 7.02 147.88 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.12 2.91 21.00 7.42 155.80 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.21 2.93 20.96 7.64 160.27 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.25 2.94 20.82 7.87 163.81 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.35 2.95 20.65 7.98 164.87 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.40 2.95 20.54 8.04 165.08 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.44 2.95 20.48 8.03 164.49 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.50 2.95 20.53 7.96 163.36 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.58 2.94 20.69 7.87 162.79 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.64 2.93 21.00 7.71 161.95 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.71 2.92 21.42 7.55 161.69 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.76 2.91 21.94 7.39 162.08 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.85 2.90 22.77 7.18 163.57 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.90 2.88 24.06 6.91 166.28 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.98 2.85 25.78 6.44 165.98 0 0 0.36 0.000 0.00 0.00 0.00 0.000 11.09 2.80 27.64 5.91 163.24 0 0 0.36 0.000 0.00 0.00 0.00 0.000 11.13 2.76 29.53 5.32 157.11 0 0 0.36 0.000 0.00 0.00 0.00 0.000 11.18 2.71 31.13 4.80 149.44 0 0 0.36 0.000 0.00 0.00 0.00 0.000 11.22 2.61 35.02 3.81 133.42 0 0 0.36 0.000 0.00 0.00 0.00 0.000 11.31 2.50 39.55 2.95 116.71 30 584 0.36 0.223 0.14 17.20 0.15 0.003 11.36 2.36 45.76 2.18 99.82 24 587 0.36 0.221 0.18 17.20 0.19 0.002 11.45 2.28 49.24 1.85 91.27 21 582 0.36 0.232 0.22 17.20 0.23 0.005 11.50 2.20 51.74 1.62 83.86 19 564 0.36 0.266 0.28 17.20 0.30 0.003 11.59 2.16 52.04 1.52 79.28 18 545 0.36 0.315 0.37 17.20 0.39 0.009 11.63 2.12 52.53 1.45 76.18 17 528 0.36 0.366 0.46 17.20 0.49 0.005 11.69 2.10 53.92 1.42 76.75 17 534 0.36 0.352 0.44 17.20 0.47 0.006 11.77 2.09 55.53 1.41 78.35 17 547 0.36 0.321 0.39 17.20 0.42 0.009 11.82 2.08 58.54 1.39 81.38 17 569 0.36 0.274 0.32 17.20 0.34 0.004 11.90 2.06 61.55 1.37 84.03 18 588 0.36 0.243 0.28 17.20 0.30 0.006 11.96 2.03 64.94 1.34 86.71 18 603 0.37 0.221 0.25 17.20 0.26 0.004 12.01 2.01 66.86 1.31 87.69 18 606 0.37 0.220 0.25 17.20 0.26 0.004 12.09 1.99 66.78 1.30 86.84 18 598 0.37 0.234 0.27 17.20 0.28 0.005 12.14 1.98 64.17 1.29 82.81 17 568 0.37 0.293 0.35 17.20 0.38 0.005 12.24 1.98 60.64 1.29 78.24 16 540 0.37 0.375 0.48 17.20 0.51 0.012 12.28 2.01 56.38 1.31 74.04 15 519 0.37 0.452 0.62 17.20 0.66 0.006 12.36 2.06 51.91 1.37 71.15 15 511 0.37 0.496 0.69 17.20 0.73 0.013 12.42 2.18 45.16 1.56 70.44 16 505 0.37 0.528 0.70 17.20 0.75 0.011 12.51 2.29 38.85 1.89 73.51 17 496 0.37 0.589 0.70 17.20 0.75 0.017 12.56 2.44 32.67 2.59 84.76 21 494 0.37 0.611 0.57 17.20 0.60 0.007 12.62 2.55 28.98 3.32 96.25 25 495 0.37 0.607 0.46 17.20 0.49 0.007 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 71 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 12.67 2.67 25.43 4.40 111.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.76 2.78 22.72 5.56 126.39 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.85 2.88 20.19 6.87 138.76 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.89 2.95 18.28 7.95 145.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.93 3.00 16.69 8.76 146.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.03 3.04 15.08 9.57 144.30 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.07 3.07 13.74 10.10 138.78 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.17 3.07 13.06 10.11 132.11 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.22 3.06 12.88 9.79 126.11 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.26 3.02 13.45 9.13 122.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.39 2.97 14.61 8.23 120.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.49 2.92 15.96 7.43 118.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.53 2.88 17.20 6.86 118.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.59 2.86 18.16 6.63 120.45 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.66 2.84 19.46 6.41 124.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.78 2.84 20.49 6.31 129.22 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.81 2.83 21.58 6.18 133.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.86 2.80 23.27 5.87 136.49 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.95 2.79 24.80 5.68 140.81 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.99 2.78 26.33 5.56 146.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.04 2.78 27.31 5.64 154.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.13 2.78 28.81 5.59 161.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.18 2.77 30.64 5.46 167.44 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.24 2.76 32.04 5.36 171.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.32 2.76 33.06 5.33 176.36 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.41 2.76 33.29 5.42 180.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.46 2.77 33.52 5.47 183.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.50 2.78 33.21 5.60 185.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.60 2.78 32.98 5.57 183.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.64 2.78 31.82 5.56 176.75 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.73 2.78 29.94 5.65 169.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.78 2.81 27.57 5.99 165.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.87 2.86 25.33 6.60 167.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.92 2.89 23.95 7.00 167.64 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.96 2.91 22.73 7.39 167.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.05 2.92 22.24 7.51 166.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.09 2.92 22.06 7.57 167.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.19 2.92 22.25 7.51 167.14 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.23 2.91 22.60 7.42 167.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.32 2.91 22.80 7.38 168.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.37 2.91 23.17 7.34 170.05 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.45 2.91 23.33 7.37 171.92 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.51 2.91 23.46 7.38 173.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.55 2.91 23.58 7.36 173.53 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.65 2.91 23.67 7.32 173.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.70 2.90 23.89 7.25 173.23 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.79 2.90 23.99 7.23 173.39 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.84 2.90 24.23 7.21 174.75 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 72 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 15.93 2.90 24.31 7.27 176.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.97 2.91 24.42 7.33 179.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.02 2.92 24.33 7.49 182.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.11 2.93 24.22 7.64 184.98 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.16 2.93 24.36 7.69 187.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.25 2.93 24.49 7.68 188.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.29 2.93 24.71 7.65 188.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.34 2.93 24.76 7.68 190.06 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.43 2.93 24.76 7.72 191.20 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.47 2.93 24.92 7.71 192.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.54 2.93 25.20 7.64 192.60 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.62 2.93 25.52 7.58 193.38 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.67 2.92 25.94 7.52 195.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.75 2.92 26.21 7.53 197.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.80 2.92 26.50 7.52 199.29 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.89 2.93 26.41 7.59 200.53 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.94 2.93 26.50 7.59 201.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.03 2.93 26.40 7.62 201.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.08 2.93 26.46 7.58 200.70 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.13 2.93 26.30 7.59 199.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.21 2.92 26.09 7.55 197.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.30 2.92 25.88 7.52 194.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.35 2.90 25.76 7.26 187.03 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.45 2.89 25.58 7.03 179.76 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.49 2.87 25.56 6.81 174.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.54 2.88 25.75 6.86 176.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.63 2.88 25.93 6.97 180.64 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.68 2.89 26.21 7.04 184.49 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.72 2.89 26.75 7.04 188.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.82 2.89 27.15 7.06 191.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.86 2.89 27.56 7.07 194.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 17.91 2.89 27.53 7.12 195.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.00 2.90 27.19 7.21 195.97 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.09 2.91 26.72 7.31 195.48 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.14 2.92 26.20 7.47 195.59 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.19 2.92 25.95 7.53 195.33 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.27 2.92 25.73 7.57 194.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.32 2.92 25.69 7.56 194.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.40 2.92 25.97 7.48 194.23 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.46 2.91 26.65 7.28 194.11 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.53 2.89 27.69 7.02 194.31 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.60 2.87 28.47 6.83 194.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.64 2.86 29.35 6.62 194.30 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.74 2.85 29.82 6.49 193.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.79 2.85 29.73 6.54 194.47 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.87 2.87 28.75 6.83 196.24 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.92 2.91 27.17 7.31 198.56 0 0 0.37 0.000 0.00 0.00 0.00 0.000 18.97 2.89 25.67 7.11 182.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 73 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 19.04 2.86 24.54 6.68 163.93 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.11 2.82 24.02 6.08 146.13 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.20 2.83 23.92 6.23 149.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.24 2.85 23.87 6.56 156.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.34 2.88 23.83 6.86 163.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.40 2.89 23.86 7.11 169.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.44 2.91 23.81 7.29 173.53 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.50 2.92 23.38 7.50 175.41 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.57 2.94 22.55 7.85 176.91 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.62 2.94 21.59 7.78 168.06 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.76 2.93 20.76 7.70 159.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.80 2.92 20.31 7.53 153.03 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.84 2.94 20.38 7.73 157.65 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.90 2.94 20.84 7.74 161.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 19.99 2.95 20.79 7.94 165.00 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.04 2.94 21.42 7.82 167.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.09 2.95 21.61 7.92 171.23 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.17 2.94 22.25 7.81 173.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.22 2.95 22.08 7.99 176.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.28 2.96 21.81 8.08 176.15 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.36 2.97 21.10 8.30 175.20 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.45 2.99 20.13 8.65 174.13 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.54 3.01 19.29 8.97 173.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.59 3.03 18.41 9.34 171.98 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.68 3.05 17.55 9.74 171.03 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.69 3.08 16.55 10.25 169.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.81 3.10 15.71 10.66 167.46 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.87 3.12 14.85 11.05 164.12 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.95 3.14 14.10 11.41 160.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.00 3.16 13.20 11.87 156.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.09 3.18 12.44 12.27 152.59 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.14 3.20 11.60 12.74 147.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.23 3.21 11.12 12.92 143.67 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.28 3.22 10.59 13.12 138.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.37 3.22 10.25 13.23 135.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.42 3.23 9.91 13.38 132.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.51 3.24 9.65 13.57 130.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.54 3.24 9.37 13.76 128.91 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.64 3.26 9.06 14.06 127.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.66 3.25 8.79 13.97 122.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.74 3.23 8.54 13.45 114.93 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.79 3.21 8.34 12.96 108.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.88 3.21 8.15 12.97 105.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.97 3.23 8.01 13.47 107.92 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.02 3.24 7.94 13.73 109.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.06 3.25 7.92 13.97 110.67 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.14 3.26 7.95 14.19 112.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.18 3.26 8.03 14.28 114.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 74 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 22.27 3.26 8.04 14.26 114.72 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.32 3.26 8.03 14.19 113.91 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.41 3.26 7.92 14.27 112.99 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.46 3.27 7.82 14.39 112.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.54 3.28 7.71 14.57 112.35 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.60 3.28 7.64 14.70 112.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.66 3.28 7.62 14.73 112.18 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.74 3.28 7.59 14.77 112.06 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.77 3.28 7.58 14.73 111.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.88 3.28 7.54 14.72 110.96 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.91 3.28 7.52 14.69 110.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.03 3.28 7.48 14.73 110.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.06 3.28 7.47 14.74 110.14 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.10 3.29 7.46 14.82 110.45 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.20 3.29 7.42 14.91 110.70 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.24 3.30 7.38 15.07 111.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.33 3.30 7.32 15.26 111.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.38 3.31 7.26 15.58 113.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.47 3.33 7.18 15.88 114.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.50 3.34 7.05 16.32 115.05 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.57 3.36 6.88 16.81 115.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.65 3.38 6.64 17.45 115.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.70 3.39 6.41 17.84 114.31 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.80 3.40 6.21 17.96 111.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.84 3.39 6.13 17.79 108.98 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.89 3.38 6.11 17.57 107.40 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.97 3.38 6.11 17.38 106.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.02 3.32 6.31 15.84 100.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.14 3.27 6.54 14.41 94.24 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.16 3.22 6.86 13.19 90.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.24 3.24 7.01 13.58 95.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.30 3.27 7.06 14.43 101.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.39 3.31 6.97 15.32 106.76 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.43 3.34 6.84 16.16 110.49 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.48 3.35 6.73 16.63 111.85 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.57 3.36 6.65 16.96 112.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.61 3.35 6.68 16.42 109.65 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.70 3.32 6.77 15.70 106.23 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.75 3.28 7.10 14.55 103.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.84 3.25 7.60 13.79 104.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.89 3.21 8.34 13.01 108.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.96 3.20 8.86 12.79 113.28 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.01 3.20 9.27 12.73 118.05 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.08 3.22 9.29 13.17 122.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.17 3.24 9.20 13.64 125.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.21 3.27 8.94 14.39 128.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.31 3.29 8.74 14.87 129.99 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.36 3.30 8.63 15.08 130.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 75 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 25.40 3.29 8.53 15.00 127.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.50 3.29 8.38 14.94 125.20 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.54 3.29 8.28 14.87 123.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.59 3.29 8.21 14.93 122.63 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.68 3.29 8.14 15.03 122.33 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.72 3.30 8.10 15.08 122.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.82 3.29 8.18 14.88 121.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.87 3.27 8.40 14.46 121.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.95 3.26 8.64 14.09 121.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.00 3.25 8.79 13.86 121.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.09 3.25 8.80 13.86 121.99 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.14 3.25 8.74 14.01 122.42 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.19 3.26 8.77 14.10 123.61 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.27 3.26 8.87 14.05 124.61 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.32 3.24 9.11 13.74 125.11 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.42 3.23 9.37 13.34 125.09 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.46 3.21 9.68 12.98 125.56 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.51 3.20 9.96 12.75 126.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.60 3.20 10.07 12.78 128.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.65 3.20 10.27 12.74 130.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.74 3.19 10.48 12.61 132.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.78 3.18 10.91 12.22 133.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.88 3.16 11.23 11.92 133.83 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.91 3.14 11.74 11.48 134.83 0 0 0.37 0.000 0.00 0.00 0.00 0.000 Total estimated settlement: 0.58 Abbreviations Qtn : Kc: Qtn,cs: Gmax: CSR: γ: evol(15): Nc: ev: Settle.: Normalized cone resistance Fines correction factor Equivalent clean sand normalized cone resistance Small strain shear modulus Soil cyclic stress ratio Cyclic shear strain Volumetric strain after 15 cycles Equivalent number of cycles Volumetric strain Calculated settlement :: Post-earthquake settlement due to soil liquefaction :: Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 27.02 15.74 1.66 0.50 0.011.00 27.06 16.03 1.73 0.50 0.001.00 27.11 16.40 1.80 0.50 0.001.00 27.20 17.67 1.86 0.50 0.011.00 27.25 18.03 1.97 0.50 0.001.00 27.39 19.36 2.00 0.00 0.001.00 27.43 19.49 2.00 0.00 0.001.00 27.50 21.60 2.00 0.00 0.001.00 27.57 22.33 2.00 0.00 0.001.00 27.64 24.46 2.00 0.00 0.001.00 27.71 24.19 2.00 0.00 0.001.00 27.79 25.77 2.00 0.00 0.001.00 27.83 27.13 2.00 0.00 0.001.00 27.89 27.57 2.00 0.00 0.001.00 27.97 27.74 2.00 0.00 0.001.00 28.03 28.24 2.00 0.00 0.001.00 28.11 28.89 2.00 0.00 0.001.00 28.15 29.56 2.00 0.00 0.001.00 28.25 29.65 2.00 0.00 0.001.00 28.30 28.87 2.00 0.00 0.001.00 28.39 27.83 2.00 0.00 0.001.00 28.43 26.74 2.00 0.00 0.001.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 76 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 28.50 27.63 2.00 0.00 0.001.00 28.57 26.52 2.00 0.00 0.001.00 28.62 27.40 2.00 0.00 0.001.00 28.71 31.56 2.00 0.00 0.001.00 28.75 95.41 0.34 2.43 0.011.00 28.84 105.73 0.37 2.23 0.021.00 28.89 106.15 0.37 2.23 0.011.00 28.94 107.72 0.38 2.20 0.011.00 29.03 104.99 0.37 2.25 0.021.00 29.08 99.96 0.35 2.34 0.011.00 29.17 100.15 0.35 2.33 0.031.00 29.22 103.42 0.36 2.27 0.011.00 29.28 93.57 0.33 2.47 0.021.00 29.35 106.21 0.37 2.22 0.021.00 29.46 107.87 0.37 2.20 0.031.00 29.50 110.40 0.38 2.15 0.011.00 29.55 111.44 0.39 2.14 0.011.00 29.60 113.04 0.39 2.11 0.011.00 29.69 113.43 0.39 2.11 0.021.00 29.73 113.17 0.39 2.11 0.011.00 29.82 112.83 0.39 2.12 0.021.00 29.92 110.45 0.38 2.15 0.031.00 30.01 110.32 0.38 2.16 0.021.00 30.07 106.01 0.36 2.23 0.011.00 30.13 106.37 0.36 2.22 0.021.00 30.19 106.11 0.36 2.23 0.021.00 30.25 99.01 0.34 2.36 0.021.00 30.34 30.94 2.00 0.00 0.001.00 30.39 26.11 2.00 0.00 0.001.00 30.47 23.44 2.00 0.00 0.001.00 30.57 18.89 1.91 0.50 0.011.00 30.59 17.21 1.63 0.50 0.001.00 30.66 14.96 1.44 0.50 0.001.00 30.71 13.45 1.27 0.50 0.001.00 30.80 12.15 1.16 0.50 0.011.00 30.85 11.71 1.07 0.50 0.001.00 30.94 10.78 1.05 0.50 0.011.00 30.99 11.58 1.00 0.50 0.001.00 31.06 10.40 1.02 0.50 0.001.00 31.13 11.44 1.04 0.50 0.001.00 31.17 12.20 1.17 0.50 0.001.00 31.26 14.30 1.27 0.50 0.011.00 31.31 14.64 1.34 0.50 0.001.00 31.40 14.33 1.33 0.50 0.011.00 31.45 14.03 1.21 0.50 0.001.00 31.58 10.99 1.07 0.50 0.011.00 31.64 10.15 0.92 0.50 0.001.00 31.72 9.65 0.87 0.50 0.011.00 31.77 9.61 0.85 0.50 0.001.00 31.85 9.59 0.85 0.50 0.001.00 31.91 9.55 0.86 0.50 0.001.00 31.96 10.09 0.85 0.50 0.001.00 32.03 9.33 1.05 0.50 0.001.00 32.09 15.69 1.47 0.50 0.001.00 32.18 23.18 2.00 0.00 0.001.00 32.24 29.88 2.00 0.00 0.001.00 32.32 35.05 2.00 0.00 0.001.00 32.37 36.05 2.00 0.00 0.001.00 32.46 38.65 2.00 0.00 0.001.00 32.50 40.71 2.00 0.00 0.001.00 32.55 47.41 2.00 0.00 0.001.00 32.65 129.49 0.46 1.89 0.021.00 32.69 132.73 0.48 1.85 0.011.00 32.74 139.66 0.54 1.78 0.011.00 32.83 140.55 0.55 1.77 0.021.00 32.88 131.75 0.47 1.86 0.011.00 32.97 120.96 0.41 2.00 0.021.00 33.01 47.30 2.00 0.00 0.001.00 33.09 42.98 2.00 0.00 0.001.00 33.20 43.29 2.00 0.00 0.001.00 33.23 46.23 2.00 0.00 0.001.00 33.28 121.19 0.41 2.00 0.011.00 33.34 132.18 0.47 1.86 0.011.00 33.42 146.59 0.61 1.71 0.021.00 33.47 148.46 0.63 1.71 0.011.00 33.56 154.03 0.71 1.33 0.011.00 33.61 145.69 0.60 1.72 0.011.00 33.70 139.92 0.54 1.77 0.021.00 33.80 133.42 0.48 1.84 0.021.00 33.84 129.59 0.45 1.89 0.011.00 33.86 129.11 0.45 1.90 0.011.00 33.93 128.91 0.45 1.90 0.021.00 34.02 128.67 0.45 1.90 0.021.00 34.06 128.81 0.45 1.90 0.011.00 34.14 126.58 0.43 1.93 0.021.00 34.21 126.56 0.43 1.93 0.021.00 34.25 122.59 0.41 1.98 0.011.00 34.35 121.15 0.40 2.00 0.021.00 34.39 121.27 0.40 1.99 0.011.00 34.48 115.56 0.38 2.08 0.021.00 34.58 111.11 0.36 2.14 0.021.00 34.60 115.93 0.38 2.07 0.011.00 34.72 112.69 0.37 2.12 0.031.00 34.76 112.65 0.37 2.12 0.011.00 34.81 106.54 0.34 2.22 0.011.00 34.85 105.00 0.34 2.25 0.011.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 77 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 34.92 92.84 0.30 2.48 0.021.00 35.02 108.98 0.35 2.18 0.031.00 35.06 108.18 0.35 2.19 0.011.00 35.11 110.69 0.36 2.15 0.011.00 35.20 110.77 0.36 2.15 0.021.00 35.24 113.58 0.37 2.11 0.011.00 35.34 110.43 0.36 2.15 0.021.00 35.39 111.33 0.36 2.14 0.011.00 35.48 104.61 0.34 2.25 0.021.00 35.52 104.16 0.33 2.26 0.011.00 35.57 37.84 2.00 0.00 0.001.00 35.71 27.13 2.00 0.00 0.001.00 35.76 25.02 2.00 0.00 0.001.00 35.76 23.59 1.98 0.50 0.001.00 35.84 22.61 1.89 0.50 0.001.00 35.91 22.05 1.82 0.50 0.001.00 35.98 21.14 1.78 0.50 0.001.00 36.03 21.06 1.82 0.50 0.001.00 36.12 23.60 1.89 0.50 0.011.00 36.17 24.13 1.95 0.50 0.001.00 36.26 23.01 1.86 0.50 0.011.00 36.35 20.55 1.82 0.50 0.011.00 36.38 22.82 1.76 0.50 0.001.00 36.45 20.78 1.81 0.50 0.001.00 36.50 22.65 1.85 0.50 0.001.00 36.59 24.24 1.93 0.50 0.011.00 36.63 24.16 1.95 0.50 0.001.00 36.69 23.45 1.90 0.50 0.001.00 36.77 22.48 1.84 0.50 0.001.00 36.81 21.79 1.74 0.50 0.001.00 36.91 19.89 1.64 0.50 0.011.00 37.00 19.07 1.56 0.50 0.011.00 37.04 18.93 1.53 0.50 0.001.00 37.09 18.84 1.53 0.50 0.001.00 37.15 18.96 1.55 0.50 0.001.00 37.23 19.85 1.58 0.50 0.001.00 37.28 20.09 1.63 0.50 0.001.00 37.37 20.59 1.64 0.50 0.011.00 37.41 20.47 1.48 0.50 0.001.00 37.48 14.44 1.38 0.50 0.001.00 37.54 16.82 1.12 0.50 0.001.00 37.68 11.10 1.00 0.50 0.011.00 37.72 10.22 0.79 0.50 0.001.00 37.74 9.59 0.74 0.50 0.001.00 37.81 9.14 0.66 0.50 0.001.00 37.95 7.57 0.59 0.50 0.011.00 38.00 7.20 0.53 0.50 0.001.00 38.04 6.95 0.50 0.50 0.001.00 38.09 6.76 0.48 0.50 0.001.00 38.13 6.58 0.47 0.50 0.001.00 38.22 6.51 0.46 0.50 0.011.00 38.32 6.50 0.46 0.50 0.011.00 38.35 6.50 0.46 0.50 0.001.00 38.45 6.49 0.46 0.50 0.011.00 38.48 6.55 0.46 0.50 0.001.00 38.55 6.66 0.47 0.50 0.001.00 38.59 6.71 0.47 0.50 0.001.00 38.69 6.64 0.47 0.50 0.011.00 38.73 6.64 0.46 0.50 0.001.00 38.82 6.57 0.46 0.50 0.011.00 38.85 6.57 0.46 0.50 0.001.00 38.92 6.44 0.45 0.50 0.001.00 38.99 6.25 0.42 0.50 0.001.00 39.09 5.71 0.40 0.50 0.011.00 39.12 5.59 0.38 0.50 0.001.00 39.20 5.72 0.37 0.50 0.001.00 39.25 5.51 0.38 0.50 0.001.00 39.33 5.74 0.38 0.50 0.001.00 39.39 5.86 0.39 0.50 0.001.00 39.47 5.91 0.39 0.50 0.001.00 39.50 5.79 0.39 0.50 0.001.00 39.60 5.67 0.38 0.50 0.011.00 39.66 5.60 0.37 0.50 0.001.00 39.70 5.60 0.36 0.50 0.001.00 39.79 5.35 0.35 0.50 0.011.00 39.84 5.06 0.34 0.50 0.001.00 39.93 5.22 0.31 0.50 0.011.00 39.98 4.51 0.31 0.50 0.001.00 40.03 4.86 0.32 0.50 0.001.00 40.12 5.57 0.35 0.50 0.011.00 40.17 5.92 0.40 0.50 0.001.00 40.26 6.38 0.46 0.50 0.011.00 40.36 7.86 0.53 0.50 0.011.00 40.39 8.52 0.62 0.50 0.001.00 40.45 9.65 0.68 0.50 0.001.00 40.49 9.88 0.69 0.50 0.001.00 40.59 9.15 0.66 0.50 0.011.00 40.63 8.66 0.60 0.50 0.001.00 40.73 7.64 0.56 0.50 0.011.00 40.77 7.81 0.66 0.50 0.001.00 40.87 12.31 0.92 0.50 0.011.00 40.95 17.54 1.17 0.50 0.011.00 40.97 17.54 1.25 0.50 0.001.00 41.05 15.28 1.16 0.50 0.001.00 41.09 13.98 1.00 0.50 0.001.00 41.19 11.52 0.89 0.50 0.011.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 78 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 41.23 11.09 0.78 0.50 0.001.00 41.28 9.77 0.72 0.50 0.001.00 41.35 9.22 0.81 0.50 0.001.00 41.46 14.69 1.01 0.50 0.011.00 41.50 17.53 1.30 0.50 0.001.00 41.55 20.45 1.43 0.50 0.001.00 41.60 20.06 1.37 0.50 0.001.00 41.70 15.37 1.16 0.50 0.011.00 41.78 11.90 0.93 0.50 0.011.00 41.83 11.05 0.79 0.50 0.001.00 41.87 10.15 0.68 0.50 0.001.00 41.97 7.91 0.59 0.50 0.011.00 42.00 7.38 0.49 0.50 0.001.00 42.06 6.68 0.45 0.50 0.001.00 42.15 6.38 0.42 0.50 0.011.00 42.20 6.26 0.41 0.50 0.001.00 42.26 6.39 0.41 0.50 0.001.00 42.35 6.42 0.41 0.50 0.011.00 42.40 6.29 0.41 0.50 0.001.00 42.48 6.23 0.40 0.50 0.001.00 42.54 6.11 0.39 0.50 0.001.00 42.64 5.87 0.38 0.50 0.011.00 42.68 5.82 0.37 0.50 0.001.00 42.73 5.76 0.36 0.50 0.001.00 42.82 5.81 0.36 0.50 0.011.00 42.87 5.69 0.36 0.50 0.001.00 42.98 5.79 0.36 0.50 0.011.00 43.00 5.79 0.37 0.50 0.001.00 43.05 5.90 0.37 0.50 0.001.00 43.11 6.01 0.38 0.50 0.001.00 43.18 6.23 0.39 0.50 0.001.00 43.24 6.34 0.40 0.50 0.001.00 43.36 6.33 0.40 0.50 0.011.00 43.37 6.33 0.40 0.50 0.001.00 43.46 6.32 0.40 0.50 0.011.00 43.51 6.32 0.40 0.50 0.001.00 43.59 6.37 0.40 0.50 0.011.00 43.65 6.25 0.39 0.50 0.001.00 43.73 6.07 0.37 0.50 0.011.00 43.83 5.67 0.35 0.50 0.011.00 43.88 5.50 0.34 0.50 0.001.00 43.97 5.44 0.33 0.50 0.011.00 43.98 5.43 0.33 0.50 0.001.00 44.06 5.54 0.33 0.50 0.001.00 44.10 5.54 0.34 0.50 0.001.00 44.20 5.81 0.36 0.50 0.011.00 44.25 6.03 0.37 0.50 0.001.00 44.34 6.13 0.38 0.50 0.011.00 44.38 6.19 0.38 0.50 0.001.00 44.43 6.13 0.38 0.50 0.001.00 44.57 5.95 0.37 0.50 0.011.00 44.59 5.95 0.37 0.50 0.001.00 44.66 6.00 0.37 0.50 0.001.00 44.70 6.05 0.37 0.50 0.001.00 44.75 6.05 0.37 0.50 0.001.00 44.89 6.09 0.38 0.50 0.011.00 44.93 6.14 0.38 0.50 0.001.00 44.98 6.37 0.39 0.50 0.001.00 45.03 6.47 0.41 0.50 0.001.00 45.09 6.75 0.42 0.50 0.001.00 45.18 6.74 0.42 0.50 0.011.00 45.22 6.74 0.42 0.50 0.001.00 45.32 6.61 0.41 0.50 0.011.00 45.37 6.50 0.41 0.50 0.001.00 45.41 6.49 0.40 0.50 0.001.00 45.55 6.48 0.40 0.50 0.011.00 45.59 6.48 0.40 0.50 0.001.00 45.64 6.42 0.40 0.50 0.001.00 45.69 6.31 0.39 0.50 0.001.00 45.74 6.14 0.37 0.50 0.001.00 45.82 5.80 0.35 0.50 0.011.00 45.87 5.53 0.33 0.50 0.001.00 45.96 5.46 0.32 0.50 0.011.00 46.01 5.46 0.32 0.50 0.001.00 46.09 5.46 0.32 0.50 0.001.00 46.20 5.45 0.32 0.50 0.011.00 46.24 5.45 0.32 0.50 0.001.00 46.28 5.50 0.32 0.50 0.001.00 46.34 5.55 0.33 0.50 0.001.00 46.42 5.59 0.33 0.50 0.011.00 46.47 5.65 0.34 0.50 0.001.00 46.54 6.02 0.37 0.50 0.001.00 46.61 6.95 0.43 0.50 0.001.00 46.66 7.99 0.59 0.50 0.001.00 46.75 12.53 0.75 0.50 0.011.00 46.79 13.61 0.90 0.50 0.001.00 46.88 13.88 0.88 0.50 0.011.00 46.93 11.88 0.79 0.50 0.001.00 47.02 9.73 0.65 0.50 0.011.00 47.07 8.23 0.54 0.50 0.001.00 47.16 7.28 0.47 0.50 0.011.00 47.21 6.95 0.44 0.50 0.001.00 47.25 7.22 0.54 0.50 0.001.00 47.35 11.42 0.72 0.50 0.011.00 47.39 14.19 1.03 0.50 0.001.00 47.45 20.64 1.35 0.50 0.001.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 79 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 47.53 25.48 1.69 0.50 0.011.00 47.62 29.70 1.91 0.50 0.011.00 47.67 30.96 2.00 0.00 0.001.00 47.72 32.45 2.00 0.00 0.001.00 47.79 35.93 2.00 0.00 0.001.00 47.86 33.50 2.00 0.50 0.001.00 47.97 22.25 1.68 0.50 0.011.00 48.02 20.26 1.35 0.50 0.001.00 48.06 18.56 1.21 0.50 0.001.00 48.11 15.83 1.06 0.50 0.001.00 48.20 13.82 1.02 0.50 0.011.00 48.25 16.78 1.14 0.50 0.001.00 48.30 21.10 1.55 0.50 0.001.00 48.39 32.68 1.89 0.50 0.011.00 48.43 33.43 2.00 0.00 0.001.00 48.52 27.24 1.85 0.50 0.011.00 48.57 23.88 1.46 0.50 0.001.00 48.66 15.61 1.17 0.50 0.011.00 48.71 13.78 0.88 0.50 0.001.00 48.76 10.94 0.72 0.50 0.001.00 48.84 9.07 0.58 0.50 0.001.00 48.90 7.55 0.47 0.50 0.001.00 48.98 6.37 0.39 0.50 0.011.00 49.03 5.89 0.34 0.50 0.001.00 49.09 5.67 0.32 0.50 0.001.00 49.17 5.51 0.31 0.50 0.001.00 49.22 5.35 0.29 0.50 0.001.00 49.31 5.08 0.28 0.50 0.011.00 49.35 5.02 0.29 0.50 0.001.00 49.49 5.80 0.31 0.50 0.011.00 49.54 6.01 0.34 0.50 0.001.00 49.59 6.27 0.37 0.50 0.001.00 49.63 6.90 0.40 0.50 0.001.00 49.67 7.22 0.43 0.50 0.001.00 49.77 7.74 0.45 0.50 0.011.00 49.81 7.58 0.44 0.50 0.001.00 49.91 6.88 0.41 0.50 0.011.00 50.00 6.29 0.37 0.50 0.011.00 50.05 4.97 2.00 0.00 0.001.00 50.09 5.25 2.00 0.00 0.001.00 50.14 5.48 2.00 0.00 0.001.00 50.23 5.27 2.00 0.00 0.001.00 50.28 5.22 2.00 0.00 0.001.00 50.33 4.20 2.00 0.00 0.001.00 Total estimated settlement: 2.01 Abbreviations Qtn,cs: FS: ev (%): DF: Settlement: Equivalent clean sand normalized cone resistance Factor of safety against liquefaction Post-liquefaction volumentric strain ev depth weighting factor Calculated settlement CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 80 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation Idriss & Boulanger (2008) :: Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 0.09 0.59 54.25 51.14 4.06 0.07 9.260.94 0.13 0.85 54.25 73.87 4.06 0.07 8.621.36 0.22 13.38 7.29 156.54 2.91 0.07 78.4021.47 0.28 77.41 1.24 153.95 1.90 0.08 0.71124.34 0.37 147.75 1.00 237.34 1.56 0.96 0.99237.34 0.40 202.97 1.00 326.06 1.40 1.01 1.01326.06 0.46 200.24 1.00 321.67 1.42 1.01 1.00321.67 0.55 185.22 1.00 297.52 1.48 0.99 0.98297.52 0.59 161.39 1.00 259.24 1.59 0.97 0.95259.24 0.69 136.70 1.01 221.03 1.71 0.94 0.90219.57 0.74 107.38 1.22 210.36 1.88 0.69 0.89172.46 0.80 85.13 1.33 182.34 2.03 0.27 0.87136.70 0.87 66.89 1.57 168.91 2.18 0.22 0.85107.39 0.92 54.10 1.95 169.76 2.31 0.19 0.8486.84 1.01 44.64 2.47 176.96 2.42 0.14 0.8071.62 1.06 35.63 3.39 193.81 2.56 0.14 0.7957.15 1.15 31.56 4.05 205.01 2.63 0.12 32.4050.60 1.20 28.80 4.24 195.88 2.65 0.12 28.2546.16 1.29 28.74 3.72 171.34 2.60 0.12 0.7746.05 1.33 28.71 3.14 144.26 2.52 0.12 0.7645.99 1.38 28.74 2.90 133.63 2.49 0.11 0.7646.03 1.47 28.80 2.79 128.69 2.47 0.11 0.7646.12 1.52 26.85 3.02 129.76 2.51 0.12 0.7642.99 1.57 25.46 3.24 132.19 2.54 0.10 0.7440.76 1.66 23.78 3.58 136.37 2.58 0.11 0.7538.04 1.73 23.43 3.66 137.21 2.59 0.11 0.7537.48 1.81 21.74 4.07 141.37 2.64 0.10 14.2234.76 1.86 19.92 4.59 145.99 2.69 0.10 12.6931.83 1.91 18.30 5.13 149.84 2.74 0.10 11.4029.23 1.98 17.03 5.62 152.71 2.78 0.10 10.2427.18 2.04 15.87 6.14 155.43 2.82 0.10 9.2225.30 2.14 15.17 6.53 157.85 2.85 0.09 8.4424.16 2.18 14.82 6.82 160.89 2.87 0.09 8.0723.59 2.27 14.88 6.88 163.12 2.88 0.09 7.7923.70 2.30 15.35 6.76 165.24 2.87 0.09 7.9524.44 2.37 16.37 6.33 164.97 2.84 0.10 8.2326.07 2.46 17.41 5.91 163.99 2.80 0.10 8.4527.74 2.50 18.17 5.59 161.82 2.78 0.10 8.6628.95 2.56 18.46 5.30 155.80 2.75 0.10 8.6129.42 2.69 18.62 5.01 148.52 2.73 0.10 8.2829.66 2.72 18.68 4.68 139.12 2.70 0.10 8.2029.75 2.78 18.61 4.50 133.40 2.68 0.10 8.0029.63 2.82 18.44 4.24 124.43 2.65 0.10 7.8129.35 2.92 18.34 3.97 115.92 2.62 0.10 7.5229.18 2.97 18.18 3.67 106.12 2.59 0.09 0.7328.93 3.05 17.89 3.54 100.83 2.58 0.09 0.7228.46 3.10 17.38 3.51 97.04 2.57 0.09 0.7227.63 3.20 16.66 3.66 96.98 2.59 0.09 0.7226.47 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 81 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 3.24 15.84 3.96 99.47 2.62 0.09 5.8725.15 3.29 14.83 4.49 105.54 2.68 0.09 5.4123.51 3.38 14.04 5.02 111.52 2.73 0.09 4.9922.23 3.42 13.38 5.61 118.84 2.78 0.09 4.7021.17 3.50 13.02 6.06 124.78 2.82 0.09 4.4720.58 3.57 12.59 6.60 131.35 2.86 0.09 4.2419.89 3.63 12.33 7.00 136.27 2.89 0.09 4.0919.46 3.70 12.16 7.32 140.55 2.91 0.09 3.9519.19 3.77 12.13 7.51 143.66 2.92 0.09 3.8719.13 3.84 12.12 7.46 142.58 2.92 0.09 3.8019.12 3.89 12.12 7.12 135.97 2.89 0.09 3.7519.10 3.96 12.11 6.67 127.44 2.86 0.09 3.6819.09 4.03 12.11 6.43 122.76 2.84 0.09 3.6219.08 4.07 12.04 6.55 124.26 2.85 0.09 3.5618.96 4.16 11.93 6.76 127.04 2.87 0.09 3.4618.78 4.20 11.80 6.96 129.09 2.88 0.09 3.3818.56 4.27 11.67 7.10 130.30 2.89 0.09 3.2918.35 4.35 11.64 7.18 131.40 2.90 0.09 3.2318.29 4.42 11.58 7.25 131.83 2.90 0.09 3.1518.19 4.48 11.54 7.24 131.28 2.90 0.09 3.1018.13 4.53 11.45 7.09 127.34 2.89 0.09 3.0517.97 4.62 11.38 6.73 120.20 2.87 0.09 2.9717.85 4.67 11.45 5.84 104.91 2.80 0.08 2.9617.96 4.76 11.55 5.03 91.04 2.73 0.08 2.9318.11 4.80 11.72 4.18 76.77 2.65 0.08 2.9518.38 4.90 11.89 3.77 70.33 2.60 0.08 2.9418.65 4.95 12.10 3.41 64.64 2.56 0.08 0.7018.98 4.99 12.62 3.10 61.46 2.52 0.08 0.7019.82 5.09 13.81 2.72 58.97 2.46 0.08 0.7021.71 5.13 15.42 2.36 57.42 2.40 0.08 0.7124.30 5.22 17.09 2.13 57.58 2.35 0.08 0.7126.98 5.27 18.11 2.06 58.99 2.33 0.08 0.7128.62 5.32 18.93 2.02 60.39 2.32 0.08 0.7229.93 5.41 19.39 2.03 62.10 2.33 0.08 0.7230.66 5.45 19.98 2.02 64.00 2.33 0.09 0.7231.61 5.57 20.28 2.04 65.49 2.33 0.09 0.7232.07 5.59 20.35 2.06 66.29 2.33 0.09 0.7232.18 5.68 19.76 2.16 67.46 2.36 0.09 0.7231.22 5.77 19.03 2.29 68.80 2.38 0.09 0.7230.05 5.78 18.21 2.46 70.73 2.42 0.09 0.7228.73 5.86 17.81 2.56 71.95 2.43 0.09 0.7228.08 5.96 17.55 2.65 73.29 2.45 0.09 0.7227.65 6.00 17.75 2.67 74.79 2.45 0.09 0.7227.96 6.05 18.31 2.67 77.02 2.45 0.09 0.7228.86 6.12 19.10 2.69 81.18 2.46 0.09 0.7230.12 6.19 19.66 2.78 86.21 2.47 0.09 0.7331.02 6.23 19.39 3.13 95.86 2.52 0.10 0.7330.59 6.33 18.70 3.60 106.07 2.58 0.09 0.7329.47 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 82 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 6.37 17.49 4.36 120.00 2.67 0.10 3.4027.51 6.47 16.60 4.96 129.48 2.72 0.09 3.1726.08 6.51 15.48 5.74 139.41 2.79 0.09 2.9324.28 6.60 14.70 6.20 142.75 2.83 0.09 2.7423.01 6.63 13.78 6.37 137.05 2.84 0.09 2.5521.53 6.69 13.28 6.12 126.85 2.82 0.09 2.4420.73 6.79 13.08 5.81 118.57 2.80 0.09 2.3620.40 6.84 13.24 5.83 120.51 2.80 0.09 2.3820.66 6.93 13.47 5.87 123.31 2.80 0.09 2.3921.02 6.97 13.77 5.79 124.48 2.80 0.09 2.4221.49 7.07 14.45 5.42 122.34 2.76 0.09 2.5122.58 7.12 15.34 4.95 118.88 2.72 0.09 2.6523.99 7.17 16.68 4.33 113.33 2.66 0.09 2.8726.14 7.22 18.22 3.70 105.74 2.59 0.09 0.7228.62 7.31 20.10 3.07 97.06 2.51 0.09 0.7331.63 7.36 21.88 2.58 88.94 2.44 0.09 0.7334.49 7.45 23.37 2.28 83.97 2.38 0.09 0.7336.87 7.49 24.25 2.13 81.72 2.35 0.09 0.7438.29 7.57 24.09 2.17 82.40 2.36 0.09 0.7438.02 7.70 23.30 2.29 84.23 2.38 0.09 0.7336.74 7.72 22.32 2.48 87.09 2.42 0.09 0.7335.16 7.77 21.37 2.69 90.58 2.46 0.09 0.7333.62 7.82 20.08 3.06 96.70 2.51 0.09 0.7231.56 7.90 18.77 3.53 103.89 2.57 0.09 0.7229.44 7.95 17.42 4.11 112.08 2.64 0.09 2.7027.26 8.04 16.50 4.57 117.90 2.69 0.09 2.5325.78 8.08 15.51 5.10 123.36 2.74 0.09 2.3624.19 8.14 14.79 5.54 127.65 2.77 0.09 2.2323.02 8.21 13.90 6.14 132.50 2.82 0.09 2.0721.59 8.28 13.12 6.74 136.97 2.87 0.09 1.9420.32 8.34 12.56 7.21 140.02 2.90 0.09 1.8419.42 8.41 12.23 7.51 141.78 2.92 0.09 1.7718.89 8.47 12.07 7.68 143.07 2.93 0.09 1.7318.62 8.55 11.97 7.83 144.53 2.94 0.09 1.7018.45 8.60 12.10 7.82 145.92 2.94 0.09 1.7118.65 8.69 12.32 7.70 146.37 2.93 0.09 1.7219.01 8.73 12.85 7.28 144.50 2.90 0.09 1.7919.85 8.82 13.18 6.93 141.10 2.88 0.09 1.8220.37 8.88 13.57 6.33 132.95 2.84 0.09 1.8621.00 8.97 13.83 5.55 118.77 2.77 0.09 1.8821.41 9.02 14.43 4.40 98.30 2.67 0.08 1.9622.36 9.06 15.61 3.40 82.44 2.56 0.08 0.7024.26 9.13 17.19 2.91 78.01 2.49 0.08 0.7126.79 9.20 18.24 3.00 85.45 2.50 0.09 0.7128.47 9.29 17.58 3.54 96.94 2.57 0.09 0.7127.40 9.34 16.63 4.18 108.17 2.65 0.09 2.1925.87 9.40 15.67 4.83 117.53 2.71 0.09 2.0424.33 9.47 15.28 5.28 125.18 2.75 0.09 1.9823.70 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 83 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 9.56 14.53 5.93 133.21 2.81 0.09 1.8522.47 9.61 13.80 6.59 140.41 2.86 0.09 1.7521.31 9.70 13.48 6.57 136.55 2.86 0.09 1.6920.77 9.74 13.25 6.24 127.24 2.83 0.09 1.6520.40 9.79 13.21 5.89 119.74 2.80 0.08 1.6420.34 9.88 13.31 6.00 122.92 2.81 0.08 1.6420.49 9.93 13.48 6.35 131.75 2.84 0.09 1.6520.76 9.98 13.63 6.68 140.23 2.86 0.09 1.6620.99 10.07 13.68 7.02 147.88 2.89 0.09 1.6521.06 10.12 13.64 7.42 155.80 2.91 0.09 1.6421.00 10.21 13.62 7.64 160.27 2.93 0.09 1.6220.96 10.25 13.54 7.87 163.81 2.94 0.09 1.6020.82 10.35 13.44 7.98 164.87 2.95 0.09 1.5820.65 10.40 13.37 8.04 165.08 2.95 0.09 1.5620.54 10.44 13.34 8.03 164.49 2.95 0.09 1.5520.48 10.50 13.37 7.96 163.36 2.95 0.09 1.5420.53 10.58 13.47 7.87 162.79 2.94 0.09 1.5420.69 10.64 13.67 7.71 161.95 2.93 0.09 1.5621.00 10.71 13.94 7.55 161.69 2.92 0.09 1.5821.42 10.76 14.26 7.39 162.08 2.91 0.09 1.6121.94 10.85 14.79 7.18 163.57 2.90 0.09 1.6522.77 10.90 15.60 6.91 166.28 2.88 0.09 1.7424.06 10.98 16.91 6.44 165.98 2.85 0.09 1.8825.78 11.09 18.39 5.91 163.24 2.80 0.09 2.0327.64 11.13 19.87 5.32 157.11 2.76 0.09 2.1929.53 11.18 21.18 4.80 149.44 2.71 0.09 2.3331.13 11.22 24.31 3.81 133.42 2.61 0.09 2.6735.02 11.31 28.16 2.95 116.71 2.50 0.10 0.7439.55 11.36 33.42 2.18 99.82 2.36 0.10 0.7445.76 11.45 36.68 1.85 91.27 2.28 0.10 0.7549.24 11.50 39.18 1.62 83.86 2.20 0.10 0.7551.74 11.59 39.94 1.52 79.28 2.16 0.09 0.7552.04 11.63 40.69 1.45 76.18 2.12 0.09 0.7452.53 11.69 42.01 1.42 76.75 2.10 0.09 0.7453.92 11.77 43.52 1.41 78.35 2.09 0.09 0.7555.53 11.82 46.08 1.39 81.38 2.08 0.09 0.7558.54 11.90 48.81 1.37 84.03 2.06 0.10 0.7561.55 11.96 51.87 1.34 86.71 2.03 0.10 0.7564.94 12.01 53.77 1.31 87.69 2.01 0.10 0.7566.86 12.09 54.07 1.30 86.84 1.99 0.10 0.7566.78 12.14 52.23 1.29 82.81 1.98 0.10 0.7464.17 12.24 49.63 1.29 78.24 1.98 0.09 0.7360.64 12.28 46.08 1.31 74.04 2.01 0.09 0.7356.38 12.36 42.27 1.37 71.15 2.06 0.09 0.7351.91 12.42 36.35 1.56 70.44 2.18 0.09 0.7445.16 12.51 31.00 1.89 73.51 2.29 0.09 0.7238.85 12.56 25.67 2.59 84.76 2.44 0.09 0.7232.67 12.62 22.58 3.32 96.25 2.55 0.09 0.7128.98 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 84 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 12.67 19.62 4.40 111.86 2.67 0.09 1.8925.43 12.76 17.45 5.56 126.39 2.78 0.09 1.6622.72 12.85 15.48 6.87 138.76 2.88 0.09 1.4520.19 12.89 14.04 7.95 145.27 2.95 0.09 1.3118.28 12.93 12.92 8.76 146.21 3.00 0.08 1.1916.69 13.03 11.84 9.57 144.30 3.04 0.08 1.0815.08 13.07 10.88 10.10 138.78 3.07 0.08 0.9813.74 13.17 10.46 10.11 132.11 3.07 0.08 0.9313.06 13.22 10.36 9.79 126.11 3.06 0.08 0.9212.88 13.26 10.82 9.13 122.88 3.02 0.08 0.9613.45 13.39 11.80 8.23 120.25 2.97 0.08 1.0414.61 13.49 12.93 7.43 118.52 2.92 0.08 1.1415.96 13.53 13.98 6.86 118.08 2.88 0.08 1.2417.20 13.59 14.80 6.63 120.45 2.86 0.08 1.3118.16 13.66 15.92 6.41 124.68 2.84 0.09 1.4019.46 13.78 16.88 6.31 129.22 2.84 0.09 1.4820.49 13.81 17.80 6.18 133.32 2.83 0.09 1.5621.58 13.86 19.24 5.87 136.49 2.80 0.09 1.6823.27 13.95 20.62 5.68 140.81 2.79 0.09 1.8024.80 13.99 21.94 5.56 146.27 2.78 0.09 1.9126.33 14.04 22.79 5.64 154.01 2.78 0.09 1.9827.31 14.13 24.14 5.59 161.16 2.78 0.10 2.0928.81 14.18 25.76 5.46 167.44 2.77 0.10 2.2230.64 14.24 27.04 5.36 171.89 2.76 0.10 2.3332.04 14.32 28.03 5.33 176.36 2.76 0.10 2.4033.06 14.41 28.39 5.42 180.34 2.76 0.10 2.4133.29 14.46 28.65 5.47 183.25 2.77 0.10 2.4333.52 14.50 28.46 5.60 185.95 2.78 0.10 2.4033.21 14.60 28.46 5.57 183.74 2.78 0.10 2.3932.98 14.64 27.57 5.56 176.75 2.78 0.10 2.3031.82 14.73 26.12 5.65 169.02 2.78 0.10 2.1629.94 14.78 24.15 5.99 165.17 2.81 0.10 1.9927.57 14.87 22.31 6.60 167.25 2.86 0.09 1.8225.33 14.92 21.16 7.00 167.64 2.89 0.09 1.7123.95 14.96 20.14 7.39 167.89 2.91 0.09 1.6222.73 15.05 19.85 7.51 166.95 2.92 0.09 1.5922.24 15.09 19.75 7.57 167.09 2.92 0.09 1.5822.06 15.19 20.04 7.51 167.14 2.92 0.09 1.5922.25 15.23 20.41 7.42 167.69 2.91 0.09 1.6122.60 15.32 20.70 7.38 168.32 2.91 0.09 1.6322.80 15.37 21.10 7.34 170.05 2.91 0.09 1.6523.17 15.45 21.36 7.37 171.92 2.91 0.09 1.6723.33 15.51 21.56 7.38 173.19 2.91 0.09 1.6823.46 15.55 21.72 7.36 173.53 2.91 0.09 1.6823.58 15.65 21.95 7.32 173.19 2.91 0.09 1.6923.67 15.70 22.22 7.25 173.23 2.90 0.09 1.7123.89 15.79 22.45 7.23 173.39 2.90 0.09 1.7123.99 15.84 22.74 7.21 174.75 2.90 0.09 1.7324.23 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 85 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 15.93 22.94 7.27 176.63 2.90 0.09 1.7424.31 15.97 23.10 7.33 179.10 2.91 0.09 1.7424.42 16.02 23.10 7.49 182.21 2.92 0.09 1.7424.33 16.11 23.13 7.64 184.98 2.93 0.09 1.7324.22 16.16 23.33 7.69 187.43 2.93 0.09 1.7424.36 16.25 23.60 7.68 188.19 2.93 0.10 1.7524.49 16.29 23.86 7.65 188.96 2.93 0.10 1.7624.71 16.34 23.99 7.68 190.06 2.93 0.10 1.7724.76 16.43 24.12 7.72 191.20 2.93 0.10 1.7724.76 16.47 24.36 7.71 192.27 2.93 0.10 1.7824.92 16.54 24.72 7.64 192.60 2.93 0.10 1.8025.20 16.62 25.14 7.58 193.38 2.93 0.10 1.8225.52 16.67 25.64 7.52 195.16 2.92 0.10 1.8525.94 16.75 26.03 7.53 197.28 2.92 0.10 1.8726.21 16.80 26.39 7.52 199.29 2.92 0.10 1.8926.50 16.89 26.46 7.59 200.53 2.93 0.10 1.8926.41 16.94 26.62 7.59 201.28 2.93 0.10 1.8926.50 17.03 26.69 7.62 201.17 2.93 0.10 1.8926.40 17.08 26.82 7.58 200.70 2.93 0.10 1.8926.46 17.13 26.75 7.59 199.52 2.93 0.10 1.8826.30 17.21 26.68 7.55 197.08 2.92 0.10 1.8626.09 17.30 26.62 7.52 194.52 2.92 0.10 1.8525.88 17.35 26.59 7.26 187.03 2.90 0.10 1.8425.76 17.45 26.56 7.03 179.76 2.89 0.10 1.8325.58 17.49 26.62 6.81 174.19 2.87 0.10 1.8325.56 17.54 26.88 6.86 176.63 2.88 0.10 1.8425.75 17.63 27.21 6.97 180.64 2.88 0.10 1.8525.93 17.68 27.57 7.04 184.49 2.89 0.10 1.8726.21 17.72 28.20 7.04 188.32 2.89 0.10 1.9126.75 17.82 28.76 7.06 191.73 2.89 0.10 1.9427.15 17.86 29.26 7.07 194.88 2.89 0.10 1.9727.56 17.91 29.32 7.12 195.90 2.89 0.10 1.9727.53 18.00 29.13 7.21 195.97 2.90 0.10 1.9427.19 18.09 28.80 7.31 195.48 2.91 0.10 1.9126.72 18.14 28.33 7.47 195.59 2.92 0.10 1.8726.20 18.19 28.15 7.53 195.33 2.92 0.10 1.8525.95 18.27 28.07 7.57 194.73 2.92 0.10 1.8425.73 18.32 28.10 7.56 194.34 2.92 0.10 1.8325.69 18.40 28.51 7.48 194.23 2.92 0.10 1.8525.97 18.46 29.35 7.28 194.11 2.91 0.10 1.9026.65 18.53 30.57 7.02 194.31 2.89 0.10 1.9827.69 18.60 31.52 6.83 194.52 2.87 0.10 2.0328.47 18.64 32.54 6.62 194.30 2.86 0.10 2.1029.35 18.74 33.23 6.49 193.58 2.85 0.10 2.1329.82 18.79 33.23 6.54 194.47 2.85 0.10 2.1229.73 18.87 32.34 6.83 196.24 2.87 0.10 2.0528.75 18.92 30.70 7.31 198.56 2.91 0.10 1.9427.17 18.97 29.15 7.11 182.43 2.89 0.10 1.8325.67 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 86 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 19.04 28.02 6.68 163.93 2.86 0.10 1.7524.54 19.11 27.52 6.08 146.13 2.82 0.10 1.7124.02 19.20 27.56 6.23 149.09 2.83 0.10 1.7123.92 19.24 27.58 6.56 156.52 2.85 0.10 1.7023.87 19.34 27.69 6.86 163.43 2.88 0.10 1.7023.83 19.40 27.82 7.11 169.69 2.89 0.10 1.7023.86 19.44 27.82 7.29 173.53 2.91 0.10 1.7023.81 19.50 27.42 7.50 175.41 2.92 0.10 1.6723.38 19.57 26.60 7.85 176.91 2.94 0.10 1.6122.55 19.62 25.58 7.78 168.06 2.94 0.09 1.5421.59 19.76 24.82 7.70 159.87 2.93 0.09 1.4820.76 19.80 24.37 7.53 153.03 2.92 0.09 1.4520.31 19.84 24.50 7.73 157.65 2.94 0.09 1.4620.38 19.90 25.09 7.74 161.28 2.94 0.09 1.4920.84 19.99 25.16 7.94 165.00 2.95 0.09 1.4820.79 20.04 25.95 7.82 167.50 2.94 0.09 1.5321.42 20.09 26.25 7.92 171.23 2.95 0.10 1.5421.61 20.17 27.10 7.81 173.77 2.94 0.10 1.5922.25 20.22 26.97 7.99 176.32 2.95 0.10 1.5822.08 20.28 26.74 8.08 176.15 2.96 0.10 1.5621.81 20.36 26.02 8.30 175.20 2.97 0.09 1.5121.10 20.45 24.99 8.65 174.13 2.99 0.09 1.4420.13 20.54 24.11 8.97 173.08 3.01 0.09 1.3819.29 20.59 23.12 9.34 171.98 3.03 0.09 1.3118.41 20.68 22.20 9.74 171.03 3.05 0.09 1.2517.55 20.69 21.02 10.25 169.58 3.08 0.09 1.1816.55 20.81 20.13 10.66 167.46 3.10 0.09 1.1215.71 20.87 19.14 11.05 164.12 3.12 0.09 1.0614.85 20.95 18.32 11.41 160.82 3.14 0.08 1.0114.10 21.00 17.27 11.87 156.63 3.16 0.08 0.9413.20 21.09 16.41 12.27 152.59 3.18 0.08 0.8912.44 21.14 15.43 12.74 147.87 3.20 0.08 0.8311.60 21.23 14.91 12.92 143.67 3.21 0.08 0.7911.12 21.28 14.28 13.12 138.96 3.22 0.08 0.7610.59 21.37 13.92 13.23 135.57 3.22 0.08 0.7310.25 21.42 13.53 13.38 132.57 3.23 0.08 0.719.91 21.51 13.26 13.57 130.96 3.24 0.08 0.699.65 21.54 12.93 13.76 128.91 3.24 0.08 0.679.37 21.64 12.61 14.06 127.34 3.26 0.08 0.659.06 21.66 12.28 13.97 122.77 3.25 0.08 0.638.79 21.74 12.01 13.45 114.93 3.23 0.08 0.618.54 21.79 11.78 12.96 108.09 3.21 0.08 0.608.34 21.88 11.59 12.97 105.71 3.21 0.08 0.588.15 21.97 11.46 13.47 107.92 3.23 0.08 0.578.01 22.02 11.39 13.73 109.01 3.24 0.08 0.577.94 22.06 11.39 13.97 110.67 3.25 0.08 0.577.92 22.14 11.46 14.19 112.73 3.26 0.08 0.577.95 22.18 11.59 14.28 114.63 3.26 0.08 0.578.03 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 87 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 22.27 11.66 14.26 114.72 3.26 0.08 0.578.04 22.32 11.66 14.19 113.91 3.26 0.08 0.578.03 22.41 11.56 14.27 112.99 3.26 0.08 0.577.92 22.46 11.46 14.39 112.54 3.27 0.08 0.567.82 22.54 11.36 14.57 112.35 3.28 0.08 0.557.71 22.60 11.29 14.70 112.27 3.28 0.08 0.557.64 22.66 11.29 14.73 112.18 3.28 0.08 0.547.62 22.74 11.29 14.77 112.06 3.28 0.08 0.547.59 22.77 11.29 14.73 111.58 3.28 0.08 0.547.58 22.88 11.29 14.72 110.96 3.28 0.08 0.547.54 22.91 11.29 14.69 110.50 3.28 0.08 0.547.52 23.03 11.29 14.73 110.25 3.28 0.08 0.537.48 23.06 11.29 14.74 110.14 3.28 0.08 0.537.47 23.10 11.29 14.82 110.45 3.29 0.08 0.537.46 23.20 11.29 14.91 110.70 3.29 0.08 0.537.42 23.24 11.26 15.07 111.25 3.30 0.08 0.537.38 23.33 11.23 15.26 111.77 3.30 0.08 0.527.32 23.38 11.16 15.58 113.08 3.31 0.08 0.527.26 23.47 11.10 15.88 114.07 3.33 0.08 0.517.18 23.50 10.93 16.32 115.05 3.34 0.08 0.507.05 23.57 10.74 16.81 115.71 3.36 0.08 0.496.88 23.65 10.44 17.45 115.82 3.38 0.08 0.476.64 23.70 10.14 17.84 114.31 3.39 0.07 0.466.41 23.80 9.91 17.96 111.58 3.40 0.07 0.446.21 23.84 9.81 17.79 108.98 3.39 0.07 0.446.13 23.89 9.82 17.57 107.40 3.38 0.07 0.446.11 23.97 9.85 17.38 106.25 3.38 0.07 0.446.11 24.02 10.15 15.84 100.02 3.32 0.07 0.456.31 24.14 10.51 14.41 94.24 3.27 0.08 0.476.54 24.16 10.97 13.19 90.54 3.22 0.08 0.496.86 24.24 11.20 13.58 95.16 3.24 0.08 0.507.01 24.30 11.30 14.43 101.77 3.27 0.08 0.507.06 24.39 11.22 15.32 106.76 3.31 0.08 0.506.97 24.43 11.05 16.16 110.49 3.34 0.08 0.496.84 24.48 10.92 16.63 111.85 3.35 0.08 0.486.73 24.57 10.84 16.96 112.68 3.36 0.08 0.476.65 24.61 10.90 16.42 109.65 3.35 0.08 0.486.68 24.70 11.07 15.70 106.23 3.32 0.08 0.486.77 24.75 11.57 14.55 103.28 3.28 0.08 0.517.10 24.84 12.32 13.79 104.80 3.25 0.08 0.547.60 24.89 13.41 13.01 108.54 3.21 0.08 0.608.34 24.96 14.20 12.79 113.28 3.20 0.08 0.638.86 25.01 14.82 12.73 118.05 3.20 0.08 0.669.27 25.08 14.88 13.17 122.27 3.22 0.08 0.669.29 25.17 14.82 13.64 125.50 3.24 0.08 0.669.20 25.21 14.46 14.39 128.58 3.27 0.08 0.648.94 25.31 14.23 14.87 129.99 3.29 0.08 0.628.74 25.36 14.09 15.08 130.16 3.30 0.08 0.628.63 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 88 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 25.40 13.96 15.00 127.89 3.29 0.08 0.618.53 25.50 13.80 14.94 125.20 3.29 0.08 0.608.38 25.54 13.67 14.87 123.07 3.29 0.08 0.598.28 25.59 13.61 14.93 122.63 3.29 0.08 0.598.21 25.68 13.54 15.03 122.33 3.29 0.08 0.588.14 25.72 13.51 15.08 122.17 3.30 0.08 0.588.10 25.82 13.67 14.88 121.74 3.29 0.08 0.588.18 25.87 14.04 14.46 121.57 3.27 0.08 0.608.40 25.95 14.43 14.09 121.69 3.26 0.08 0.628.64 26.00 14.69 13.86 121.88 3.25 0.08 0.638.79 26.09 14.76 13.86 121.99 3.25 0.08 0.638.80 26.14 14.69 14.01 122.42 3.25 0.08 0.628.74 26.19 14.76 14.10 123.61 3.26 0.08 0.638.77 26.27 14.96 14.05 124.61 3.26 0.08 0.638.87 26.32 15.35 13.74 125.11 3.24 0.08 0.659.11 26.42 15.81 13.34 125.09 3.23 0.08 0.679.37 26.46 16.30 12.98 125.56 3.21 0.08 0.699.68 26.51 16.77 12.75 126.95 3.20 0.08 0.719.96 26.60 17.00 12.78 128.69 3.20 0.08 0.7210.07 26.65 17.33 12.74 130.82 3.20 0.08 0.7310.27 26.74 17.72 12.61 132.16 3.19 0.08 0.7510.48 26.78 18.41 12.22 133.32 3.18 0.08 0.7810.91 26.88 18.97 11.92 133.83 3.16 0.08 0.8011.23 26.91 19.79 11.48 134.83 3.14 0.08 0.8411.74 27.02 20.45 11.22 135.87 3.13 0.08 0.8612.11 27.06 21.21 10.97 137.87 3.12 0.08 0.9012.57 27.11 22.06 10.73 140.46 3.11 0.09 0.9413.09 27.20 22.94 10.47 142.50 3.09 0.09 0.9713.60 27.25 24.25 9.60 138.30 3.05 0.09 1.0314.41 27.39 25.07 8.42 125.00 2.98 0.09 1.0614.85 27.43 26.65 7.08 112.08 2.89 0.09 1.1315.82 27.50 27.96 6.38 105.96 2.84 0.09 1.1916.60 27.57 30.13 6.08 108.99 2.82 0.09 1.2817.92 27.64 31.27 6.03 112.09 2.81 0.09 1.3318.59 27.71 32.76 5.87 114.52 2.80 0.09 1.3919.51 27.79 33.92 5.74 115.95 2.79 0.09 1.4420.21 27.83 35.39 5.45 115.36 2.77 0.10 1.5021.18 27.89 36.27 5.16 112.27 2.74 0.10 1.5421.77 27.97 36.79 4.91 108.52 2.72 0.10 1.5522.10 28.03 37.41 4.61 104.02 2.69 0.10 1.5822.55 28.11 38.24 4.42 102.01 2.67 0.10 1.6123.07 28.15 38.90 4.30 101.00 2.66 0.10 1.6423.50 28.25 38.94 4.37 102.35 2.67 0.10 1.6323.41 28.30 38.26 4.66 106.33 2.70 0.10 1.6022.83 28.39 37.05 5.15 112.54 2.74 0.10 1.5421.83 28.43 36.55 5.58 119.22 2.78 0.10 1.5221.36 28.50 36.03 5.93 123.74 2.81 0.10 1.4920.88 28.57 36.35 5.98 125.55 2.81 0.10 1.5021.01 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 89 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 28.62 38.10 5.57 123.41 2.78 0.10 1.5722.15 28.71 41.65 4.84 118.58 2.71 0.10 1.7224.48 28.75 48.85 3.67 108.14 2.59 0.10 0.7429.46 28.84 55.39 2.88 98.09 2.49 0.11 0.7634.05 28.89 62.39 2.23 87.25 2.37 0.11 0.7639.20 28.94 66.14 1.81 76.70 2.27 0.11 0.7642.31 29.03 68.70 1.56 69.55 2.18 0.10 0.7644.59 29.08 69.68 1.44 65.68 2.11 0.10 0.7545.71 29.17 70.11 1.43 65.68 2.11 0.10 0.7545.92 29.22 67.25 1.48 64.87 2.14 0.10 0.7543.68 29.28 68.60 1.48 66.00 2.14 0.09 0.7444.52 29.35 71.53 1.48 68.51 2.14 0.10 0.7646.40 29.46 78.92 1.41 72.76 2.10 0.10 0.7651.53 29.50 82.38 1.40 75.44 2.09 0.11 0.7753.85 29.55 84.48 1.40 77.11 2.08 0.11 0.7755.23 29.60 85.40 1.40 78.04 2.09 0.11 0.7755.73 29.69 85.37 1.41 78.21 2.09 0.11 0.7755.51 29.73 83.86 1.43 77.47 2.11 0.11 0.7754.32 29.82 80.57 1.48 76.50 2.14 0.11 0.7751.71 29.92 76.69 1.57 76.13 2.18 0.11 0.7748.63 30.01 71.79 1.70 76.29 2.23 0.11 0.7744.89 30.07 68.24 1.82 76.70 2.27 0.11 0.7642.25 30.13 64.92 1.97 78.38 2.31 0.11 0.7639.74 30.19 60.35 2.26 82.21 2.38 0.11 0.7636.33 30.25 52.79 2.89 89.37 2.49 0.10 0.7530.93 30.34 43.92 3.97 98.40 2.62 0.10 1.7124.81 30.39 37.15 5.21 105.81 2.75 0.09 1.4420.31 30.47 31.79 6.62 112.63 2.86 0.09 1.2117.00 30.57 27.82 8.03 117.99 2.95 0.09 1.0514.70 30.59 24.01 9.81 122.99 3.06 0.09 0.9012.54 30.66 21.54 11.24 124.98 3.13 0.08 0.7911.12 30.71 19.24 12.69 124.47 3.20 0.08 0.709.81 30.80 17.76 13.62 121.89 3.24 0.08 0.648.95 30.85 16.55 14.26 117.68 3.26 0.08 0.598.25 30.94 16.30 14.14 114.42 3.26 0.08 0.588.09 30.99 15.71 14.46 112.07 3.27 0.08 0.557.75 31.06 16.04 14.12 111.69 3.26 0.08 0.577.91 31.13 16.35 13.94 112.39 3.25 0.08 0.588.06 31.17 18.19 12.55 113.87 3.19 0.08 0.659.07 31.26 19.70 11.66 115.18 3.15 0.08 0.719.87 31.31 20.72 11.24 117.10 3.13 0.08 0.7410.42 31.40 20.62 11.50 118.75 3.14 0.08 0.7410.33 31.45 18.94 12.79 120.18 3.20 0.08 0.679.39 31.58 17.01 14.33 118.73 3.27 0.08 0.598.29 31.64 14.97 15.72 112.57 3.32 0.08 0.517.16 31.72 14.33 15.58 105.86 3.31 0.08 0.496.79 31.77 14.09 15.31 101.80 3.30 0.08 0.476.65 31.85 14.06 15.76 104.21 3.32 0.08 0.476.61 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 90 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 31.91 14.30 16.17 108.89 3.34 0.08 0.486.73 31.96 14.19 17.38 115.78 3.38 0.08 0.486.66 32.03 17.12 15.03 123.59 3.29 0.08 0.598.22 32.09 23.27 11.56 133.07 3.15 0.08 0.8211.51 32.18 32.83 8.40 139.47 2.98 0.09 1.1916.60 32.24 41.71 6.80 144.95 2.87 0.10 1.5221.31 32.32 47.55 6.06 147.78 2.82 0.11 1.7424.37 32.37 51.53 5.67 149.98 2.79 0.11 1.8926.45 32.46 54.09 5.41 150.51 2.76 0.11 1.9827.84 32.50 59.16 4.81 148.58 2.71 0.11 2.1730.87 32.55 69.45 3.79 140.86 2.60 0.12 2.5537.21 32.65 80.62 3.01 132.97 2.50 0.14 0.8044.18 32.69 91.35 2.48 126.85 2.42 0.15 0.8051.08 32.74 95.85 2.35 126.44 2.40 0.16 0.8153.85 32.83 95.13 2.43 128.87 2.41 0.16 0.8153.12 32.88 87.70 2.80 134.89 2.47 0.15 0.8048.11 32.97 76.88 3.47 142.45 2.57 0.13 0.7841.07 33.01 67.61 4.25 149.75 2.65 0.12 2.4535.23 33.09 62.69 4.79 153.73 2.71 0.12 2.2632.10 33.20 62.30 4.85 153.97 2.71 0.12 2.2331.74 33.23 67.66 4.25 148.78 2.65 0.12 2.4334.99 33.28 77.59 3.39 139.35 2.56 0.13 0.7841.12 33.34 92.32 2.49 125.87 2.42 0.15 0.8050.57 33.42 105.83 1.95 116.38 2.31 0.17 0.8259.55 33.47 118.28 1.61 110.23 2.20 0.17 0.8268.29 33.56 124.72 1.47 107.53 2.13 0.18 0.8373.01 33.61 129.42 1.37 105.26 2.06 0.16 0.8277.02 33.70 131.49 1.31 103.85 2.01 0.15 0.8179.08 33.80 133.66 1.28 103.58 1.96 0.15 0.8081.10 33.84 135.13 1.26 104.05 1.94 0.15 0.8082.27 33.86 135.76 1.26 104.35 1.94 0.15 0.8082.70 33.93 136.19 1.26 104.44 1.94 0.15 0.8082.89 34.02 136.29 1.26 104.28 1.93 0.15 0.8082.77 34.06 135.66 1.26 103.77 1.94 0.15 0.8082.29 34.14 135.30 1.26 103.21 1.93 0.14 0.7981.95 34.21 134.47 1.26 102.34 1.93 0.14 0.7981.37 34.25 133.95 1.25 101.56 1.92 0.14 0.7981.14 34.35 132.66 1.25 100.28 1.92 0.14 0.7880.23 34.39 129.25 1.25 97.72 1.93 0.14 0.7877.94 34.48 123.40 1.26 93.20 1.93 0.13 0.7874.08 34.58 117.45 1.27 88.74 1.94 0.12 0.7770.10 34.60 110.38 1.29 84.05 1.97 0.12 0.7865.28 34.72 104.99 1.32 80.94 2.02 0.11 0.7761.22 34.76 99.24 1.34 77.02 2.04 0.11 0.7757.47 34.81 95.62 1.32 73.26 2.01 0.10 0.7655.59 34.85 87.07 1.34 67.15 2.03 0.10 0.7650.20 34.92 83.75 1.37 65.56 2.06 0.09 0.7347.79 35.02 82.14 1.44 66.31 2.11 0.11 0.7646.20 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 91 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 35.06 86.61 1.42 69.43 2.10 0.10 0.7648.84 35.11 86.19 1.46 70.37 2.12 0.11 0.7748.26 35.20 85.60 1.50 71.31 2.15 0.11 0.7747.54 35.24 82.77 1.60 72.46 2.19 0.11 0.7745.36 35.34 79.55 1.73 74.14 2.24 0.11 0.7742.91 35.39 73.24 2.03 78.26 2.33 0.11 0.7738.52 35.48 68.02 2.39 83.45 2.40 0.11 0.7634.92 35.52 61.54 2.96 90.82 2.50 0.11 0.7630.69 35.57 53.29 3.90 99.91 2.62 0.11 1.7625.60 35.71 45.01 5.26 108.52 2.75 0.10 1.4720.65 35.76 38.30 6.66 115.65 2.86 0.10 1.2417.35 35.76 36.13 7.26 118.43 2.90 0.09 1.1716.31 35.84 34.72 7.75 120.83 2.94 0.09 1.1115.60 35.91 33.57 8.31 124.88 2.97 0.09 1.0715.02 35.98 32.85 8.82 129.13 3.00 0.09 1.0514.64 36.03 33.64 8.92 133.72 3.01 0.09 1.0715.00 36.12 35.12 8.69 135.99 2.99 0.10 1.1215.65 36.17 36.11 8.56 137.80 2.99 0.10 1.1516.10 36.26 34.66 9.09 139.72 3.02 0.09 1.1015.37 36.35 34.07 9.35 140.63 3.03 0.09 1.0715.05 36.38 33.02 9.71 141.22 3.05 0.09 1.0414.54 36.45 34.07 9.35 140.24 3.03 0.09 1.0715.00 36.50 34.80 9.13 139.84 3.02 0.09 1.0915.32 36.59 36.47 8.64 138.70 2.99 0.10 1.1516.06 36.63 36.90 8.47 137.51 2.98 0.10 1.1616.24 36.69 36.08 8.54 135.20 2.99 0.09 1.1315.82 36.77 34.95 8.67 132.28 2.99 0.09 1.0915.27 36.81 33.24 8.93 129.10 3.01 0.09 1.0314.45 36.91 31.60 9.28 126.70 3.03 0.09 0.9713.65 37.00 30.22 9.61 124.71 3.05 0.09 0.9312.97 37.04 29.73 9.69 123.32 3.05 0.09 0.9112.73 37.09 29.70 9.35 118.71 3.03 0.09 0.9112.70 37.15 30.19 8.46 109.12 2.98 0.09 0.9212.90 37.23 30.85 7.59 99.95 2.93 0.09 0.9413.17 37.28 31.71 7.17 97.12 2.90 0.09 0.9713.55 37.37 32.04 7.39 101.03 2.91 0.09 0.9813.66 37.41 29.21 8.65 106.81 2.99 0.09 0.8812.35 37.48 27.33 9.51 109.08 3.04 0.08 0.8211.47 37.54 22.60 11.84 110.05 3.16 0.09 0.669.30 37.68 20.43 13.05 107.97 3.21 0.08 0.598.27 37.72 16.72 16.18 106.43 3.34 0.08 0.476.58 37.74 15.70 17.02 104.08 3.37 0.08 0.446.11 37.81 14.32 18.04 98.78 3.40 0.08 0.395.48 37.95 13.07 18.80 91.94 3.42 0.07 0.354.89 38.00 11.92 19.52 85.23 3.45 0.07 0.314.37 38.04 11.49 19.44 81.03 3.44 0.07 0.304.17 38.09 11.17 19.07 76.57 3.43 0.07 0.294.02 38.13 10.94 18.32 71.61 3.41 0.07 0.283.91 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 92 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 38.22 10.81 17.31 66.47 3.38 0.07 0.273.84 38.32 10.78 16.55 63.11 3.35 0.07 0.273.81 38.35 10.78 16.12 61.40 3.33 0.07 0.273.81 38.45 10.81 16.03 61.12 3.33 0.07 0.273.81 38.48 10.91 15.86 61.12 3.33 0.07 0.283.85 38.55 11.04 15.67 61.18 3.32 0.07 0.283.90 38.59 11.10 15.71 61.71 3.32 0.07 0.283.93 38.69 11.10 15.96 62.49 3.33 0.07 0.283.92 38.73 11.04 16.46 63.93 3.35 0.07 0.283.88 38.82 11.01 16.77 64.75 3.36 0.07 0.283.86 38.85 10.91 16.84 64.21 3.36 0.07 0.273.81 38.92 10.75 16.68 62.27 3.35 0.07 0.273.73 38.99 10.29 16.98 59.81 3.36 0.07 0.253.52 39.09 9.83 17.58 58.21 3.39 0.07 0.243.31 39.12 9.55 18.25 58.12 3.41 0.07 0.233.19 39.20 9.45 18.95 59.39 3.43 0.07 0.223.13 39.25 9.54 19.02 60.30 3.43 0.07 0.233.17 39.33 9.63 18.84 60.30 3.43 0.07 0.233.20 39.39 9.86 18.11 59.68 3.40 0.07 0.243.30 39.47 9.89 18.11 59.80 3.40 0.07 0.243.30 39.50 9.80 18.50 60.24 3.41 0.07 0.233.26 39.60 9.63 19.14 60.80 3.44 0.07 0.233.18 39.66 9.54 19.38 60.64 3.44 0.07 0.223.13 39.70 9.37 19.41 59.26 3.44 0.07 0.223.05 39.79 9.07 19.81 57.79 3.46 0.07 0.212.92 39.84 8.87 20.14 56.93 3.47 0.07 0.202.83 39.93 8.41 22.12 57.97 3.52 0.07 0.192.62 39.98 8.31 23.18 59.66 3.55 0.07 0.182.57 40.03 8.52 24.02 63.85 3.57 0.07 0.192.66 40.12 9.31 22.73 67.95 3.54 0.07 0.212.99 40.17 10.17 21.41 71.79 3.50 0.07 0.243.35 40.26 11.45 18.44 71.77 3.41 0.07 0.283.89 40.36 12.90 15.63 70.27 3.32 0.07 0.324.50 40.39 14.71 12.60 66.29 3.19 0.08 0.385.26 40.45 15.82 10.84 62.12 3.11 0.08 0.415.73 40.49 16.18 10.34 60.74 3.09 0.08 0.425.88 40.59 15.66 11.73 66.10 3.15 0.08 0.405.64 40.63 14.44 15.52 79.40 3.31 0.08 0.375.12 40.73 13.72 19.31 92.65 3.44 0.07 0.344.80 40.77 15.73 19.20 108.30 3.44 0.07 0.405.64 40.87 21.09 15.56 122.61 3.31 0.08 0.567.88 40.95 26.35 13.19 132.78 3.22 0.09 0.7210.07 40.97 27.96 13.03 139.95 3.21 0.09 0.7710.74 41.05 26.08 14.48 143.74 3.27 0.08 0.719.93 41.09 22.89 16.92 145.15 3.36 0.08 0.618.58 41.19 20.65 18.68 142.43 3.42 0.08 0.547.62 41.23 18.38 20.65 137.70 3.48 0.08 0.486.67 41.28 17.14 21.73 133.41 3.51 0.08 0.446.14 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 93 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 41.35 19.11 18.94 131.57 3.43 0.08 0.506.95 41.46 23.33 15.05 130.50 3.29 0.08 0.628.67 41.50 29.37 11.69 130.54 3.15 0.09 0.8011.17 41.55 32.23 10.60 130.75 3.10 0.09 0.8812.34 41.60 31.10 11.14 132.10 3.13 0.09 0.8511.85 41.70 26.56 13.37 132.99 3.23 0.08 0.719.95 41.78 21.75 16.53 131.39 3.35 0.08 0.577.95 41.83 18.92 18.77 127.14 3.42 0.08 0.486.78 41.87 16.72 20.14 118.08 3.47 0.08 0.425.86 41.97 14.69 21.61 108.37 3.51 0.07 0.365.01 42.00 12.75 23.97 101.12 3.57 0.07 0.304.22 42.06 11.90 25.98 100.30 3.62 0.07 0.283.86 42.15 11.27 28.07 100.99 3.66 0.07 0.263.60 42.20 11.13 28.53 100.73 3.67 0.07 0.253.53 42.26 11.16 28.21 99.89 3.67 0.07 0.253.54 42.35 11.20 27.75 98.39 3.66 0.07 0.253.55 42.40 11.12 27.39 96.11 3.65 0.07 0.253.51 42.48 10.96 27.16 93.33 3.64 0.07 0.253.44 42.54 10.73 26.98 90.01 3.64 0.07 0.243.34 42.64 10.50 26.82 86.74 3.64 0.07 0.233.23 42.68 10.31 26.21 82.59 3.62 0.07 0.233.15 42.73 10.28 24.43 76.61 3.58 0.07 0.223.14 42.82 10.21 22.70 70.38 3.54 0.07 0.223.10 42.87 10.25 20.99 65.28 3.49 0.07 0.223.11 42.98 10.25 20.50 63.54 3.48 0.07 0.223.10 43.00 10.38 20.14 63.44 3.47 0.07 0.233.15 43.05 10.51 20.08 64.22 3.46 0.07 0.233.20 43.11 10.77 19.93 65.69 3.46 0.07 0.243.30 43.18 11.03 19.77 67.10 3.45 0.07 0.243.39 43.24 11.23 19.88 68.93 3.46 0.07 0.253.47 43.36 11.29 20.13 70.10 3.46 0.07 0.253.48 43.37 11.30 20.54 71.51 3.48 0.07 0.253.48 43.46 11.30 20.68 71.82 3.48 0.07 0.253.47 43.51 11.33 20.56 71.60 3.48 0.07 0.253.48 43.59 11.30 20.38 70.55 3.47 0.07 0.253.46 43.65 11.17 20.24 68.92 3.47 0.07 0.243.40 43.73 10.77 20.86 67.61 3.49 0.07 0.233.24 43.83 10.35 21.74 66.66 3.51 0.07 0.223.07 43.88 9.98 22.85 66.72 3.54 0.07 0.212.92 43.97 9.85 23.38 66.88 3.55 0.07 0.202.86 43.98 9.89 23.28 66.85 3.55 0.07 0.212.87 44.06 9.95 23.20 67.09 3.55 0.07 0.212.89 44.10 10.18 23.12 68.84 3.55 0.07 0.212.98 44.20 10.48 23.14 71.40 3.55 0.07 0.223.09 44.25 10.84 22.88 73.72 3.54 0.07 0.233.22 44.34 11.07 22.57 74.55 3.53 0.07 0.243.30 44.38 11.13 22.38 74.39 3.53 0.07 0.243.32 44.43 11.04 22.23 72.95 3.52 0.07 0.233.28 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 94 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 44.57 10.91 22.22 71.53 3.52 0.07 0.233.22 44.59 10.85 22.03 70.35 3.52 0.07 0.233.19 44.66 10.91 21.86 70.24 3.51 0.07 0.233.21 44.70 10.98 21.56 69.75 3.51 0.07 0.233.23 44.75 11.04 21.13 68.79 3.49 0.07 0.233.26 44.89 11.11 20.97 68.53 3.49 0.07 0.233.27 44.93 11.30 20.86 69.66 3.49 0.07 0.243.34 44.98 11.54 20.83 71.29 3.49 0.07 0.243.42 45.03 11.90 20.16 71.77 3.47 0.07 0.253.56 45.09 12.14 19.41 70.75 3.44 0.07 0.263.64 45.18 12.31 18.79 69.57 3.42 0.07 0.263.70 45.22 12.25 18.81 69.08 3.42 0.07 0.263.67 45.32 12.11 19.21 69.41 3.44 0.07 0.263.61 45.37 11.98 19.70 70.10 3.45 0.07 0.253.56 45.41 11.92 19.81 69.91 3.46 0.07 0.253.53 45.55 11.92 19.67 69.17 3.45 0.07 0.253.52 45.59 11.88 19.51 68.27 3.45 0.07 0.253.50 45.64 11.79 19.60 67.80 3.45 0.07 0.253.46 45.69 11.59 19.85 67.10 3.46 0.07 0.243.38 45.74 11.23 20.24 65.56 3.47 0.07 0.233.24 45.82 10.77 20.85 63.77 3.49 0.07 0.223.06 45.87 10.38 21.35 62.06 3.50 0.07 0.212.91 45.96 10.18 21.52 60.83 3.50 0.07 0.202.83 46.01 10.15 21.15 59.43 3.49 0.07 0.202.81 46.09 10.15 20.49 57.45 3.48 0.07 0.202.80 46.20 10.15 19.88 55.58 3.46 0.07 0.202.80 46.24 10.18 19.42 54.49 3.44 0.07 0.202.81 46.28 10.25 19.45 54.99 3.44 0.07 0.202.83 46.34 10.35 20.05 57.34 3.46 0.07 0.202.86 46.42 10.44 21.35 61.69 3.50 0.07 0.212.89 46.47 10.74 22.93 68.66 3.54 0.07 0.212.99 46.54 11.56 23.01 75.80 3.54 0.07 0.243.29 46.61 12.97 21.17 80.70 3.49 0.07 0.273.81 46.66 16.82 15.53 81.25 3.31 0.07 0.375.23 46.75 20.73 11.82 78.84 3.16 0.08 0.486.67 46.79 24.18 9.18 72.82 3.02 0.08 0.577.94 46.88 23.82 8.80 68.51 3.00 0.08 0.567.79 46.93 21.59 9.37 65.15 3.03 0.08 0.506.95 47.02 18.30 11.44 65.55 3.14 0.08 0.415.73 47.07 15.61 14.71 69.67 3.28 0.07 0.344.73 47.16 13.97 18.35 75.66 3.41 0.07 0.294.12 47.21 13.37 21.34 83.23 3.50 0.07 0.283.90 47.25 15.84 18.66 89.55 3.42 0.07 0.344.80 47.35 20.12 14.66 93.05 3.28 0.08 0.456.35 47.39 27.87 10.06 92.30 3.07 0.08 0.669.17 47.45 35.83 7.29 87.97 2.91 0.09 0.8612.06 47.53 44.47 5.42 82.31 2.76 0.09 1.0815.18 47.62 50.15 4.68 80.57 2.70 0.10 1.2317.21 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 95 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 47.67 53.93 4.41 82.07 2.67 0.10 1.3318.59 47.72 57.21 4.43 87.50 2.67 0.10 1.4119.76 47.79 58.52 4.60 92.70 2.69 0.11 1.4420.17 47.86 53.01 5.26 95.56 2.75 0.10 1.3018.15 47.97 44.59 6.35 95.70 2.84 0.09 1.0815.07 48.02 36.50 7.77 94.30 2.94 0.09 0.8712.14 48.06 32.88 8.78 95.06 3.00 0.09 0.7710.83 48.11 29.24 10.16 96.59 3.08 0.08 0.689.50 48.20 28.26 10.60 96.80 3.10 0.08 0.659.13 48.25 31.29 9.30 94.98 3.03 0.09 0.7310.21 48.30 41.78 6.32 88.12 2.84 0.09 1.0013.95 48.39 50.98 4.75 81.68 2.70 0.10 1.2317.21 48.43 54.43 4.25 78.72 2.65 0.10 1.3218.52 48.52 49.69 4.83 80.66 2.71 0.09 1.1916.70 48.57 39.86 6.46 85.16 2.85 0.09 0.9413.18 48.66 32.27 8.32 87.03 2.97 0.08 0.7510.46 48.71 24.87 11.16 87.35 3.13 0.08 0.567.82 48.76 21.03 13.20 85.20 3.22 0.08 0.466.45 48.84 17.32 16.13 82.70 3.33 0.08 0.375.13 48.90 14.56 18.95 78.59 3.43 0.07 0.304.15 48.98 12.62 21.37 73.81 3.50 0.07 0.253.45 49.03 11.47 22.40 68.20 3.53 0.07 0.223.04 49.09 10.95 22.08 63.06 3.52 0.07 0.202.86 49.17 10.62 21.66 59.26 3.51 0.07 0.202.74 49.22 10.26 22.28 58.04 3.53 0.07 0.192.60 49.31 9.97 23.77 59.30 3.56 0.07 0.182.50 49.35 10.26 23.79 61.77 3.56 0.07 0.192.60 49.49 10.86 22.71 63.46 3.54 0.07 0.202.79 49.54 11.65 20.95 64.24 3.49 0.07 0.223.07 49.59 12.34 19.17 63.33 3.44 0.07 0.243.30 49.63 13.10 17.43 62.13 3.38 0.07 0.253.56 49.67 14.02 17.19 66.74 3.37 0.07 0.283.88 49.77 14.45 18.09 72.74 3.40 0.07 0.294.02 49.81 14.25 19.74 77.94 3.45 0.07 0.283.95 49.91 13.36 18.49 67.19 3.41 0.07 0.263.63 50.00 12.38 15.73 51.67 3.32 0.07 0.233.28 50.05 12.04 1.00 3.16 -1.00 0.02 0.623.16 50.09 12.24 1.00 3.23 -1.00 0.02 0.623.23 50.14 12.48 1.00 3.31 -1.00 0.02 0.623.31 50.23 12.47 1.00 3.31 -1.00 0.02 0.623.31 50.28 11.48 1.00 2.97 -1.00 0.02 0.622.97 50.33 10.66 1.00 2.68 -1.00 0.02 0.622.68 qt: Kc: Qtn,cs: Ic: Su(liq)/σ'v: Su(peak)/σ'v: Cone resistance correction factor due to fines Adjusted and corrected cone resistance due to fines Soil behavior type index Calculated liquefied undrained strength ratio Calculated peak undrained strength ratio Abbreviations CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:48:55 PM 96 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 Total cone resistance qt (tsf) 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Total cone resistance Custom Vs data Vs (ft/s) 0 De p t h ( f t ) 0 Custom Vs data Rigidity Index K*G 0 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Rigidity Index Deposit resistance factor K(DR) 1 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Deposit resistance factor Cyclic resistance ratio CRR 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cyclic resistance ratio Aging Calculation Estimation CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 97 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-2 Corrected norm. cone resistance Qtn,cs 3002001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance SBTn Index Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Plot zA zBzA B H1 FS plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS plot Stresses vs Depth Stresses (tsf) 210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 σvo (EQ ) uo (EQ ) EQ u Stresses vs Depth Excess Head hexc (ft) 6040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 hexc σ'v o=0 hA Excess Head Liq. ejecta demand LD (ton/ft) 20100 De p t h ( f t ) 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 LD: 0.08 C R: 27.71 Liq. ejecta demand Ejecta severity N/A Ejecta Severity Estimation CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 98 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER flowchart1: 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 99 Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER flowchart1: 1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 100 Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 101 Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 102 Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 103 Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation with SPT or CPT Design earthquake Ground geometry SPT data with finescontent measurementsor CPT data Moment magnitude of earthquake (Mw) and peak surface acceleration (amax) Geometric parameters for each of different zones in level (or gently sloping) ground with (or without) a free face Liquefaction potential analysis to calculate FS, (N1)60cs or (qc1N )cs (using the NCEER SPT- CPT-based method (Youd et al. 2001)) Calculation of the lateral displacement index (using Figure 1 and Equation [3]) Zones with three major geometric parameters or less - free face height (H), the distance to a free face (L), or/and slope (S) Zones with more than three major geometric parameters L/Hor/andS Estimated lateral displacement, LD For gently sloping ground without a free face, LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%) For level ground with a free face, LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40) Evaluation of lateral displacements based on other approaches and engineering If (N1)60cs < 14 or (qc1N )cs < 70 evaluate potential of flow liquefaction 1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1 1 Equation [3] CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 104 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 105 Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS. LPI = where: FL = 1 - F.S. when F.S. less than 1 FL = 0 when F.S. greater than 1 z depth of measurment in meters Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI: ⦁LPI = 0 : Liquefaction risk is very low ⦁0 < LPI <= 5 : Liquefaction risk is low ⦁5 < LPI <= 15 : Liquefaction risk is high ⦁LPI > 15 : Liquefaction risk is very high CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 106 Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017): ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is: where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL). CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 107 References ⦁Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8. ⦁Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641-652 ⦁Boulanger, R.W. and Idriss, I. M., 2014. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁Robertson, P.K. and Cabal, K.L., 2007, Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/ ⦁Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151-8. ⦁Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August. ⦁Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes, M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817-833 ⦁Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168-1180 ⦁Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861-871 ⦁Pradel, D., 1998, Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368 ⦁Iwasaki, T., 1986, Soil liquefaction studies in Japan: state-of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70 ⦁Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction-induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94–104 ⦁P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355 ⦁P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS-Tokyo, June 2009 ⦁Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS,Symposium in honor of professor I. M. Idriss,SAN diego, CA ⦁R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 8, August 1, 2006 ⦁I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12 ⦁Jonathan D. Bray &Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction-induced building settlement,Proceedings of the 19th International Conference CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 108 T A B L E O F C O N T E N T S 1 8 24 41 58 67 68 81 SCPT-3 results Summary data report Input field data Cyclic stress resistance results Cyclic resistance ratio results Liquefaction potential index data Vertical settlements summary report Vertical settlements data report Strength loss data report CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:52 PM Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq LIQUEFACTION ANALYSIS REP ORT Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 G.W.T. (in-situ): G.W.T. (earthq.): Average results interval: Ic cut-off value: Unit weight calculation: Project title : Freudenberg-Nok Solar Carports Project Location : BSK Associates 4820 Rosedale Lane Bakersfield, CA 933014 CPT file : SCPT-3 50.00 ft 27.00 ft 3 2.60 Based on SBT Use fill: Fill height: Fill weight: Kσ applied: No N/A N/A No Yes Clay like behavior applied: Limit depth applied: Limit depth: MSF method: Sand & Clay No N/A Method based Cone resistance qt (tsf) 150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance SBTn Plot Ic (Robertson 1990) 4321 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot CRR plot CRR & CSR 0.60.40.20 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. qc1N,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%)0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 Friction Ratio Rf (%) 1086420 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Mw =71/2, σv '=1 atm base curve, PL=16%Summary of liquefaction potential FS Plot Factor of safety 21.510.50 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq 1 This software is licensed to: BSK Associates CPT name: SCPT-3 Cone resistance qt (tsf) 150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance C P T b a s i c i n t e r p r e t a t i o n p l o t s Friction Ratio Rf (%) 1086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Pore pressure u (psi) 20100 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure Insitu SBT Plot Ic(SBT) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBT Plot Soil Behaviour Type SBT (Robertson et al. 1986) 1817161514131211109876543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Organic soilClay & silty clay ClayClay & silty claySilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy silt Clay & silty clay Clay & silty clay Clay & silty clay Clay Clay & silty claySilty sand & sandy siltSilty sand & sandy silt Clay Clay & silty clayClay & silty clay Clay & silty clay ClayClay & silty clay Clay & silty clayClayClay & silty clay CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 2 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A SBT legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine grained This software is licensed to: BSK Associates CPT name: SCPT-3 Norm. cone resistance Qtn 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r m a l i z e d ) Norm. friction ratio Fr (%) 1086420 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. friction ratio Nom. pore pressure ratio Bq 10.80.60.40.20-0.2 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Nom. pore pressure ratio SBTn Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot Norm. Soil Behaviour Type SBTn (Robertson 1990) 1817161514131211109876543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. Soil Behaviour Type Organic soil Clay & silty clay ClaySilty sand & sandy siltSilty sand & sandy silt Silty sand & sandy silt Clay & silty clay Clay & silty claySilty sand & sandy silt Clay & silty clay Clay Clay & silty clayClay & silty clayClayOrganic soil Clay Clay & silty clay CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 3 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq SBTn legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine grained Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-3 Norm. cone resistance qc1N 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r m e d i a t e r e s u l t s ) SBTn Index Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Apparent fines content FC (%) 100806040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Apparent fines content "Fines" adjustment Delta qc1N 6040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 "Fines" adjustment Corrected norm. cone resistance qc1N,cs 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 4 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-3 CRR plot CRR & CSR 0.60.40.20 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Liquefaction potential LPI 20151050 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Liquefaction potential Vertical settlements Settlement (in) 1.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Vertical settlements Dry : 0.12 (in)Wet: 1.58 (in) Lateral displacements Displacement (in) 0 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Lateral displacements CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 5 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A F.S. color scheme LPI color scheme Almost certain it will liquefy Very likely to liquefy Liquefaction and no liq. are equally likely Unlike to liquefy Almost certain it will not liquefy Very high risk High risk Low risk This software is licensed to: BSK Associates CPT name: SCPT-3 Normalized friction ratio (%)0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 L i q u e f a c t i o n a n a l y s i s s u m m a r y p l o t s qc1N,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Thickness of surface layer, H1 (m)109876543210 Th i c k n e s s o f l i q u e f i a b l e s a n d l a y e r , H 2 ( m ) 12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 SC PT-3 (6.25) Analysis PGA: 0.59 PGA 0.40g - 0.50g CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 6 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-3 Norm. cone resistance qc1N 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Norm. cone resistance C h e c k f o r s t r e n g t h l o s s p l o t s ( I d r i s s & B o u l a n g e r ( 2 0 0 8 ) ) Residual strength correction Delta qc1N-Sr 604020 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Residual strength correction Corrected norm. cone resistance qc1Ncs-Sr 200150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance SBTn Index Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Liquefied Su/Sig'v Su/Sig'v 10.90.80.70.60.50.40.30.20.10 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Peak Su ratio Liq. Su ratio Liquefied Su/Sig'v CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 7 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu): B&I (2014) B&I (2014) Based on Ic value 7.71 0.59 50.00 ft Depth to GWT (erthq.): Average results interval: Ic cut-off value: Unit weight calculation: Use fill: Fill height: 27.00 ft 3 2.60 Based on SBT No N/A Fill weight: Kσ applied: Clay like behavior applied: Limit depth applied: Limit depth: N/A No Yes Sand & Clay No N/A This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 1 0.08 0.00 0.64 92.85N/A0.18 2 0.13 0.00 0.75 101.38100.000.18 3 0.21 0.30 0.52 103.87100.00-0.18 4 0.27 0.69 0.53 104.34100.000.00 5 0.33 0.79 0.53 107.61100.000.00 6 0.40 3.54 0.69 109.99100.000.00 7 0.46 4.33 0.81 116.6922.110.00 8 0.55 100.41 0.69 118.398.870.00 9 0.59 121.08 0.66 118.863.990.00 10 0.69 112.32 0.67 118.763.580.00 11 0.73 111.34 0.64 119.064.550.09 12 0.82 97.55 0.79 119.746.030.00 13 0.87 87.22 0.94 120.688.640.18 14 0.95 75.90 1.08 121.4511.40-0.18 15 1.01 68.32 1.23 122.0013.980.09 16 1.06 64.67 1.31 122.4016.67-0.09 17 1.14 55.62 1.42 122.5520.24-0.18 18 1.20 43.41 1.51 122.7725.030.27 19 1.29 39.67 1.69 122.8429.480.00 20 1.33 37.01 1.69 122.9331.760.18 21 1.38 35.83 1.68 122.7832.74-0.09 22 1.45 35.44 1.65 122.4633.12-0.27 23 1.52 33.67 1.52 121.9833.57-0.27 24 1.61 31.50 1.43 121.5734.33-0.18 25 1.65 30.91 1.47 121.4535.69-0.27 26 1.74 29.34 1.52 121.5136.79-0.09 27 1.80 29.04 1.51 121.4737.890.00 28 1.84 28.06 1.49 121.2038.33-0.77 29 1.92 26.97 1.40 120.8138.44-0.77 30 1.98 26.87 1.32 120.3538.26-0.96 31 2.04 26.28 1.27 120.0338.29-0.96 32 2.12 25.40 1.25 119.7938.85-1.16 33 2.18 24.61 1.23 119.5839.72-0.44 34 2.25 23.63 1.20 119.3940.58-0.44 35 2.30 22.94 1.19 119.2041.73-0.44 36 2.37 21.76 1.19 119.0443.24-0.35 37 2.44 20.48 1.19 118.8445.16-0.18 38 2.53 19.20 1.17 118.6346.650.18 39 2.58 18.90 1.14 118.3747.47-0.71 40 2.63 18.51 1.10 118.0447.54-2.76 41 2.71 18.11 1.04 117.7047.58-3.47 42 2.76 17.82 1.01 117.4047.72-3.65 43 2.83 17.42 0.99 117.1547.83-3.91 44 2.89 17.23 0.95 116.9947.86-4.00 45 2.99 17.33 0.96 116.8747.94-4.36 46 3.03 17.03 0.96 116.8648.37-6.04 47 3.12 16.73 0.96 116.8849.05-6.85 48 3.17 16.64 0.98 116.9549.53-6.93 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 8 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 49 3.22 16.64 0.99 117.1449.24-2.13 50 3.29 17.52 1.02 117.4348.43-2.04 51 3.36 18.41 1.06 117.6847.65-2.40 52 3.41 18.41 1.07 117.7547.46-2.76 53 3.49 18.01 1.04 117.5747.72-2.71 54 3.54 17.52 1.00 117.2047.46-2.67 55 3.64 17.62 0.93 116.8947.13-3.20 56 3.68 17.52 0.93 116.7446.77-3.38 57 3.76 17.52 0.94 116.7746.39-3.38 58 3.82 18.21 0.93 116.7642.96-3.11 59 3.92 22.15 0.84 116.7837.83-3.29 60 3.95 25.89 0.83 116.9231.07-4.18 61 4.01 33.17 0.81 117.7921.93-3.47 62 4.08 57.59 0.84 119.0514.33-1.33 63 4.14 82.89 0.93 120.478.530.09 64 4.23 119.31 0.96 121.465.620.18 65 4.28 134.86 0.98 121.903.610.18 66 4.37 154.94 0.91 122.102.770.36 67 4.42 158.78 0.96 122.302.380.09 68 4.47 158.39 1.01 122.712.640.27 69 4.56 153.07 1.08 122.933.000.09 70 4.60 148.25 1.07 122.763.480.09 71 4.70 133.98 1.00 122.164.180.09 72 4.73 112.61 0.93 120.264.320.04 73 4.80 103.85 0.48 118.114.700.18 74 4.89 85.54 0.48 115.834.80-0.09 75 4.94 76.78 0.48 115.536.770.09 76 5.03 62.31 0.50 115.609.41-0.09 77 5.08 49.71 0.58 115.7712.57-0.09 78 5.13 46.86 0.61 115.9915.56-0.21 79 5.22 41.84 0.64 116.2817.25-0.21 80 5.26 41.44 0.69 116.9219.66-0.28 81 5.35 38.39 0.84 117.6122.31-0.35 82 5.40 34.06 0.90 118.1525.68-0.27 83 5.45 31.50 0.96 118.5428.83-0.44 84 5.54 30.12 1.07 118.8430.85-0.18 85 5.59 29.73 1.07 118.9732.55-0.44 86 5.65 27.56 1.06 118.8033.54-0.35 87 5.72 26.78 1.04 118.2933.97-0.44 88 5.86 26.28 0.90 117.7633.50-0.80 89 5.88 26.28 0.87 117.2432.58-0.62 90 5.91 26.58 0.84 116.7931.38-0.80 91 6.00 27.17 0.73 116.3029.80-0.53 92 6.05 28.06 0.70 115.7627.58-0.44 93 6.14 30.12 0.65 115.5525.48-0.44 94 6.19 32.49 0.63 115.3923.29-0.44 95 6.27 34.65 0.61 115.3721.83-0.44 96 6.33 35.54 0.61 115.3921.09-0.35 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 9 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 97 6.37 35.63 0.62 115.7021.37-0.35 98 6.51 35.24 0.68 116.0921.79-0.35 99 6.60 36.13 0.72 116.4922.22-0.35 100 6.63 36.23 0.73 116.8722.65-0.35 101 6.74 35.73 0.79 117.2023.49-0.35 102 6.79 34.75 0.83 117.5124.49-0.27 103 6.83 34.26 0.85 117.6725.42-0.27 104 6.89 33.27 0.87 117.8426.18-0.53 105 6.97 33.08 0.90 117.9826.74-0.44 106 7.11 33.17 0.91 118.0926.97-0.62 107 7.13 33.17 0.91 118.1026.90-0.62 108 7.16 33.37 0.90 118.1026.72-0.62 109 7.25 33.76 0.90 118.0726.29-0.62 110 7.30 34.45 0.88 117.9225.56-0.62 111 7.39 35.14 0.84 117.6624.74-0.71 112 7.43 35.24 0.80 117.1123.82-0.80 113 7.53 34.65 0.70 116.6323.31-0.53 114 7.57 34.36 0.69 116.3123.13-0.44 115 7.62 34.06 0.71 116.4723.32-0.44 116 7.70 34.85 0.74 116.6823.48-0.49 117 7.76 34.95 0.75 116.7823.51-0.49 118 7.85 34.55 0.74 116.7024.02-0.53 119 7.89 32.49 0.74 116.5724.04-0.53 120 7.98 34.16 0.72 116.3924.10-0.53 121 8.09 33.37 0.70 116.2923.65-0.53 122 8.12 33.57 0.70 116.2023.60-0.53 123 8.17 33.86 0.69 116.1122.84-0.53 124 8.30 35.73 0.66 116.0121.96-0.53 125 8.31 36.52 0.65 115.8920.99-0.53 126 8.35 37.21 0.64 115.8020.37-0.44 127 8.40 37.90 0.62 115.7619.65-0.44 128 8.49 39.57 0.63 115.8219.24-0.44 129 8.54 39.57 0.64 116.0519.49-0.44 130 8.63 38.19 0.68 116.2620.17-0.44 131 8.68 37.70 0.69 116.5421.43-0.44 132 8.77 35.63 0.74 116.8622.63-0.44 133 8.81 35.14 0.80 117.2824.14-0.44 134 8.86 34.26 0.85 118.0026.30-0.44 135 9.00 31.99 1.02 118.7328.71-0.80 136 9.04 31.40 1.12 119.4531.22-0.80 137 9.09 30.71 1.20 119.9133.04-0.80 138 9.14 29.43 1.27 120.3835.25-1.16 139 9.23 28.15 1.40 120.7737.37-1.16 140 9.28 27.66 1.46 121.1339.13-1.16 141 9.32 27.27 1.52 121.2840.77-1.16 142 9.43 25.40 1.54 121.2942.14-0.89 143 9.47 25.00 1.52 121.1443.34-0.53 144 9.55 24.31 1.48 120.9143.72-0.53 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 10 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 145 9.64 23.72 1.43 120.7143.96-0.53 146 9.65 23.72 1.42 120.3843.51-0.53 147 9.78 23.72 1.30 120.1742.97-0.53 148 9.80 23.82 1.31 120.0342.49-0.53 149 9.87 24.02 1.35 120.1742.59-0.53 150 9.92 24.12 1.37 120.4142.78-0.53 151 10.01 24.51 1.43 120.6643.16-0.44 152 10.04 24.41 1.48 121.0043.17-0.79 153 10.12 25.59 1.54 121.2842.82-0.79 154 10.18 26.48 1.57 121.5142.03-1.16 155 10.26 27.27 1.57 121.5041.06-1.07 156 10.36 27.86 1.49 121.3440.07-0.89 157 10.40 28.25 1.44 121.0639.00-1.33 158 10.45 28.55 1.38 120.8137.85-1.87 159 10.50 29.53 1.32 120.4235.77-1.38 160 10.60 31.70 1.17 119.9633.57-2.04 161 10.64 32.49 1.09 119.2630.84-1.42 162 10.72 34.16 0.94 118.4228.13-0.98 163 10.82 36.42 0.78 117.5725.66-0.89 164 10.86 37.11 0.75 117.0023.93-0.71 165 10.91 38.00 0.73 116.8223.32-0.98 166 10.96 38.19 0.71 116.7522.98-0.98 167 11.05 38.39 0.72 116.6822.85-0.80 168 11.10 38.49 0.70 116.7222.84-0.80 169 11.19 38.69 0.72 116.8122.86-0.98 170 11.24 39.18 0.74 117.1022.76-0.98 171 11.33 40.95 0.78 117.3822.56-0.98 172 11.37 41.84 0.79 117.7122.11-0.89 173 11.45 43.81 0.82 118.0021.43-1.16 174 11.57 46.86 0.83 118.2220.84-1.16 175 11.60 47.25 0.83 118.3420.35-1.07 176 11.65 47.74 0.83 118.3520.22-1.33 177 11.69 47.94 0.83 118.3320.12-1.24 178 11.79 47.84 0.82 118.2620.09-0.89 179 11.84 47.74 0.81 118.1720.11-0.98 180 11.88 47.35 0.81 118.2520.43-0.71 181 11.98 46.76 0.86 118.5021.03-0.71 182 12.02 46.46 0.90 119.0122.35-0.71 183 12.11 44.00 1.01 119.5723.99-0.71 184 12.16 42.72 1.11 120.0926.26-0.71 185 12.21 39.67 1.18 120.5528.70-0.89 186 12.29 37.01 1.29 120.9231.52-1.07 187 12.34 34.85 1.38 121.3434.25-0.89 188 12.43 33.37 1.49 121.7535.88-0.98 189 12.48 34.75 1.56 121.9638.43-0.89 190 12.54 29.04 1.60 122.2238.58-1.30 191 12.64 34.65 1.64 122.3538.79-1.30 192 12.68 35.24 1.64 122.6036.85-1.30 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 11 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 193 12.77 36.23 1.65 122.7136.34-1.42 194 12.81 37.21 1.67 122.8435.87-1.60 195 12.86 37.70 1.69 123.0335.55-1.78 196 12.96 38.69 1.75 123.2335.50-1.78 197 13.00 39.08 1.79 123.5535.46-1.78 198 13.10 40.16 1.89 123.8335.62-1.78 199 13.14 40.46 1.93 124.1535.82-1.78 200 13.23 40.75 2.01 124.3536.14-2.13 201 13.28 40.85 2.04 124.5536.42-1.96 202 13.32 41.15 2.08 124.7136.67-2.13 203 13.40 41.25 2.13 124.8936.87-3.11 204 13.46 41.74 2.18 125.0736.93-3.02 205 13.53 42.53 2.22 125.3336.82-3.56 206 13.64 43.81 2.32 125.5836.68-3.47 207 13.69 44.69 2.36 125.8336.58-4.09 208 13.74 45.09 2.42 126.0336.62-3.73 209 13.79 45.48 2.49 126.3137.07-4.36 210 13.87 45.48 2.63 126.5837.58-4.27 211 13.92 45.68 2.69 126.8337.97-4.62 212 13.98 46.27 2.74 126.9738.35-5.25 213 14.06 45.48 2.79 127.0938.73-5.25 214 14.15 45.58 2.83 127.1939.13-5.25 215 14.20 45.97 2.86 127.2739.27-5.60 216 14.24 45.87 2.88 127.3239.36-5.69 217 14.34 45.77 2.87 127.3139.62-5.87 218 14.38 45.38 2.87 127.2939.86-5.78 219 14.47 44.99 2.87 127.2740.15-5.96 220 14.52 44.89 2.87 127.2540.28-5.60 221 14.57 44.89 2.86 127.1740.18-5.60 222 14.66 44.89 2.78 127.0039.84-5.60 223 14.71 44.99 2.67 126.7439.44-5.42 224 14.80 44.40 2.58 126.5739.44-5.60 225 14.85 43.90 2.62 126.4839.67-5.51 226 14.90 43.61 2.60 126.5540.19-5.56 227 14.98 43.31 2.67 126.5242.34-5.56 228 15.07 36.91 2.73 126.6243.70-5.60 229 15.14 40.46 2.77 126.6444.89-5.60 230 15.17 40.26 2.77 126.7444.23-5.60 231 15.24 39.57 2.77 126.6944.72-5.78 232 15.30 38.98 2.76 126.6045.25-5.42 233 15.39 38.29 2.72 126.4545.61-5.33 234 15.49 37.80 2.65 126.2845.94-5.16 235 15.58 37.21 2.62 126.1546.19-5.07 236 15.63 37.01 2.60 126.0746.40-4.80 237 15.71 36.82 2.58 125.9746.52-4.89 238 15.84 36.52 2.53 125.8946.64-4.45 239 15.86 36.52 2.53 125.8246.51-4.45 240 15.90 36.72 2.51 125.8046.06-4.45 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 12 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 241 15.97 37.70 2.48 125.7945.37-3.91 242 16.04 38.49 2.48 125.8144.75-4.00 243 16.09 38.78 2.48 125.9144.06-4.00 244 16.18 40.46 2.52 126.0343.60-4.00 245 16.21 40.95 2.55 126.2243.12-3.73 246 16.32 41.74 2.63 126.3843.06-3.91 247 16.36 42.13 2.66 126.5542.97-3.91 248 16.41 42.62 2.69 126.6642.93-4.09 249 16.48 42.92 2.73 126.8042.89-3.82 250 16.55 43.51 2.78 126.8943.12-3.47 251 16.64 42.82 2.79 126.9243.38-3.73 252 16.69 42.62 2.77 126.8643.71-3.73 253 16.74 42.13 2.74 126.7443.63-3.73 254 16.87 42.33 2.67 126.6243.67-3.65 255 16.91 42.03 2.65 126.5243.60-3.38 256 16.93 41.74 2.64 126.4643.65-3.65 257 17.01 41.74 2.61 126.3743.61-3.38 258 17.10 41.74 2.56 126.3043.47-3.20 259 17.15 41.94 2.56 126.2643.29-3.38 260 17.20 42.13 2.56 126.2643.28-3.29 261 17.29 41.94 2.56 126.2443.51-3.56 262 17.33 41.34 2.55 126.1344.72-3.82 263 17.43 37.90 2.54 126.0146.08-3.82 264 17.47 37.51 2.52 125.7947.70-3.82 265 17.56 35.73 2.45 125.6148.47-3.82 266 17.61 35.04 2.41 125.4049.08-3.47 267 17.65 34.85 2.37 124.8948.20-3.65 268 17.75 34.85 1.99 124.1646.55-3.56 269 17.79 34.85 1.77 123.5245.27-4.00 270 17.89 34.26 1.87 123.3745.38-4.09 271 17.92 33.96 1.89 123.5546.69-3.73 272 18.06 32.88 1.95 123.6248.03-3.79 273 18.13 31.89 1.96 123.6749.03-3.79 274 18.18 32.19 1.97 123.6849.58-3.67 275 18.26 31.89 1.98 123.7049.72-3.82 276 18.32 31.89 1.98 123.6750.09-3.56 277 18.41 31.40 1.97 123.6350.39-3.56 278 18.45 31.21 1.95 123.5550.86-3.47 279 18.54 30.61 1.94 123.5051.17-3.65 280 18.59 30.71 1.94 123.4751.26-3.65 281 18.64 31.01 1.94 123.5050.84-3.65 282 18.72 31.70 1.94 123.5649.64-3.65 283 18.77 33.76 1.93 123.6148.44-3.73 284 18.84 34.06 1.92 123.6347.45-4.36 285 18.91 34.26 1.91 123.5947.50-4.36 286 19.01 33.57 1.90 123.5247.82-4.18 287 19.05 33.17 1.88 123.4248.42-4.00 288 19.10 32.39 1.86 123.2349.28-4.71 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 13 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 289 19.20 30.81 1.81 123.0450.27-4.80 290 19.24 30.32 1.80 122.8551.44-4.80 291 19.32 29.14 1.78 122.7452.16-4.62 292 19.38 29.04 1.76 122.6052.65-4.36 293 19.45 28.84 1.73 122.4652.62-4.89 294 19.51 28.65 1.69 122.2952.77-5.51 295 19.55 28.15 1.67 122.0853.63-5.51 296 19.65 26.38 1.63 121.6854.13-5.16 297 19.69 26.18 1.47 120.8453.42-5.16 298 19.79 25.79 1.19 120.1252.42-5.33 299 19.84 25.20 1.25 119.6852.20-4.98 300 19.88 24.81 1.26 119.7654.14-4.98 301 19.97 23.13 1.28 119.7855.92-4.53 302 20.02 22.74 1.30 119.7558.16-4.64 303 20.09 21.66 1.30 119.7159.57-4.64 304 20.19 21.26 1.30 119.6560.92-4.64 305 20.23 20.97 1.30 119.4161.78-4.36 306 20.38 19.88 1.22 119.1162.90-4.36 307 20.42 19.20 1.19 118.7263.74-4.62 308 20.50 18.90 1.15 118.4164.36-4.27 309 20.56 18.41 1.10 118.1364.51-4.53 310 20.61 18.31 1.08 117.7964.90-4.36 311 20.70 17.62 1.02 117.5165.43-4.53 312 20.75 17.23 1.00 117.0965.85-4.53 313 20.88 16.83 0.93 116.8066.05-4.09 314 20.89 16.83 0.92 116.4665.76-4.09 315 20.98 16.64 0.88 116.2865.68-4.00 316 21.00 16.54 0.87 116.0265.43-4.00 317 21.07 16.44 0.84 115.8165.27-3.91 318 21.16 16.34 0.81 115.6165.30-3.91 319 21.21 16.14 0.81 115.4965.38-3.91 320 21.26 16.14 0.80 115.4165.66-4.09 321 21.35 15.95 0.79 115.3066.05-3.82 322 21.39 15.65 0.78 115.1866.47-4.27 323 21.47 15.55 0.77 115.0966.79-3.91 324 21.53 15.55 0.77 115.0566.85-3.73 325 21.61 15.55 0.77 115.0666.75-3.73 326 21.67 15.75 0.77 115.1466.80-3.73 327 21.75 15.75 0.79 115.2666.78-3.82 328 21.80 15.95 0.80 115.4066.78-3.82 329 21.88 16.14 0.81 115.5366.42-3.65 330 21.94 16.44 0.82 115.6365.90-3.82 331 21.99 16.73 0.82 114.8763.58-4.09 332 22.08 16.44 0.56 113.2159.61-3.73 333 22.12 16.34 0.37 111.7057.20-3.29 334 22.22 15.65 0.51 111.5157.69-3.56 335 22.27 15.65 0.54 112.3560.89-3.02 336 22.31 15.26 0.56 112.7662.49-3.02 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 14 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 337 22.40 15.16 0.60 113.1964.08-2.99 338 22.46 15.31 0.64 113.7365.33-2.99 339 22.55 15.45 0.69 114.1266.11-2.99 340 22.64 15.45 0.70 114.3366.63-2.58 341 22.69 15.45 0.70 114.3466.59-2.92 342 22.74 15.55 0.70 114.3366.38-2.85 343 22.77 15.65 0.70 114.3866.31-2.67 344 22.88 15.65 0.71 114.4666.52-2.67 345 22.91 15.65 0.72 114.5966.80-2.67 346 22.97 15.75 0.74 114.7567.32-2.67 347 23.06 15.65 0.76 114.9367.91-2.67 348 23.11 15.65 0.77 115.1868.41-2.67 349 23.25 15.95 0.81 115.3968.79-2.58 350 23.28 15.95 0.82 115.5968.83-2.58 351 23.34 16.14 0.83 115.7169.00-2.85 352 23.43 16.14 0.85 115.7969.36-2.67 353 23.48 15.95 0.85 115.7969.85-2.67 354 23.52 15.75 0.84 115.6670.14-2.67 355 23.57 15.65 0.81 115.4069.96-2.67 356 23.64 15.55 0.77 115.0969.43-2.67 357 23.71 15.55 0.74 114.7169.54-2.49 358 23.80 14.77 0.71 114.4070.05-2.49 359 23.84 14.57 0.70 114.1870.78-2.49 360 23.89 14.57 0.69 114.1270.95-2.49 361 23.98 14.57 0.69 114.1171.03-2.67 362 24.03 14.57 0.69 114.1670.71-2.40 363 24.09 14.96 0.70 114.2870.22-2.40 364 24.17 15.26 0.72 114.4369.59-2.40 365 24.22 15.45 0.72 114.6269.06-2.40 366 24.30 15.85 0.74 114.7968.66-2.44 367 24.35 16.05 0.75 114.9768.49-2.49 368 24.44 16.05 0.77 115.0868.55-2.58 369 24.49 16.14 0.77 115.1968.92-2.31 370 24.58 16.05 0.79 115.2769.37-2.22 371 24.63 15.95 0.80 115.3569.86-2.22 372 24.67 15.95 0.80 115.0969.68-2.22 373 24.77 15.65 0.71 114.7069.08-2.22 374 24.81 15.65 0.68 114.2668.28-2.22 375 24.91 15.65 0.68 114.1268.03-2.22 376 24.95 15.65 0.67 114.1168.31-2.31 377 25.05 15.45 0.68 114.1968.98-2.04 378 25.09 15.36 0.70 114.2771.75-2.04 379 25.14 13.68 0.73 114.6172.24-1.63 380 25.23 15.85 0.78 114.9672.54-1.63 381 25.27 15.95 0.80 115.2370.50-1.63 382 25.36 15.95 0.78 115.2170.28-1.39 383 25.41 16.05 0.77 115.1169.72-1.16 384 25.46 16.24 0.76 115.1169.06-0.98 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 15 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 385 25.54 16.54 0.76 115.1468.44-0.89 386 25.60 16.73 0.76 114.5466.35-0.98 387 25.67 16.73 0.58 113.4864.03-0.98 388 25.73 16.24 0.48 112.9763.25-1.07 389 25.79 16.34 0.65 113.2464.31-0.80 390 25.87 16.44 0.65 114.3166.48-0.80 391 25.97 16.83 0.76 114.7868.63-0.80 392 25.99 15.65 0.79 115.6169.21-0.65 393 26.06 17.92 0.88 116.3169.13-0.65 394 26.16 18.70 0.96 116.9967.62-0.27 395 26.20 19.00 0.99 117.4867.63-0.35 396 26.29 19.29 1.05 117.7368.15-0.53 397 26.33 19.00 1.07 117.9468.79-0.53 398 26.42 19.00 1.08 118.0269.40-0.53 399 26.47 19.00 1.09 118.1069.68-0.53 400 26.52 19.00 1.10 118.1569.29-0.53 401 26.61 19.59 1.10 118.2268.52-0.53 402 26.65 20.08 1.10 118.4666.49-0.44 403 26.74 21.95 1.16 118.7864.74-0.53 404 26.79 22.74 1.19 119.1662.88-0.53 405 26.84 23.72 1.22 119.4461.90-0.62 406 26.91 24.31 1.25 119.7261.35-0.71 407 26.98 24.61 1.30 119.9361.70-0.80 408 27.07 24.12 1.33 120.0662.62-0.44 409 27.12 23.63 1.33 120.0464.38-0.35 410 27.21 22.25 1.33 119.9366.11-0.27 411 27.25 21.66 1.31 119.5267.92-0.18 412 27.30 20.18 1.19 118.6470.37-0.09 413 27.44 16.93 0.99 117.6773.350.27 414 27.49 16.24 0.98 116.8976.230.36 415 27.52 15.85 0.95 116.5577.270.45 416 27.58 15.36 0.89 116.1577.560.53 417 27.63 15.16 0.85 115.7078.710.62 418 27.73 14.08 0.82 115.4979.170.98 419 27.77 14.67 0.83 115.5279.741.33 420 27.84 14.86 0.86 115.7578.531.42 421 27.91 15.45 0.88 115.9377.541.33 422 27.96 15.85 0.88 116.0476.201.33 423 28.05 16.14 0.88 116.0875.401.33 424 28.10 16.24 0.88 116.1075.531.33 425 28.20 15.85 0.88 116.1176.051.33 426 28.24 15.85 0.89 116.1476.411.42 427 28.32 16.05 0.89 116.1876.001.42 428 28.37 16.34 0.89 116.2375.201.42 429 28.45 16.64 0.89 116.4574.251.51 430 28.56 17.42 0.94 116.8573.101.51 431 28.65 18.41 1.00 117.2572.281.51 432 28.69 18.51 1.01 117.4971.651.51 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 16 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 433 28.74 18.70 1.02 117.5371.941.42 434 28.81 18.31 1.02 117.5972.381.42 435 28.88 18.31 1.04 117.7972.511.42 436 28.97 19.20 1.10 118.0772.061.69 437 29.02 19.59 1.12 118.3870.351.69 438 29.11 20.97 1.13 118.5768.851.87 439 29.14 21.46 1.14 118.9466.881.78 440 29.25 23.03 1.23 119.2865.671.60 441 29.27 23.72 1.25 119.7163.981.69 442 29.34 25.20 1.30 120.0063.011.69 443 29.41 25.50 1.34 120.0863.321.42 444 29.48 23.72 1.30 119.9365.530.45 445 29.56 21.76 1.28 119.6268.320.36 446 29.62 21.07 1.25 119.3870.000.80 447 29.67 21.07 1.23 118.6667.820.89 448 29.75 21.95 0.92 117.7964.041.25 449 29.81 22.84 0.85 117.2361.621.33 450 29.89 22.35 0.99 117.4262.970.98 451 29.94 20.97 1.01 117.7666.741.25 452 29.99 19.49 1.03 117.7072.891.16 453 30.07 15.85 1.07 117.7876.802.40 454 30.13 17.72 1.11 117.9578.372.67 455 30.22 18.61 1.12 118.1475.963.29 456 30.27 18.51 1.11 118.1175.483.38 457 30.32 18.11 1.08 117.8876.193.29 458 30.42 17.42 1.04 117.5876.973.29 459 30.46 17.13 1.00 117.0677.843.29 460 30.54 16.14 0.91 116.4979.223.56 461 30.59 15.06 0.87 115.8480.623.65 462 30.68 14.67 0.81 115.2181.523.65 463 30.77 14.27 0.73 114.6881.063.82 464 30.82 14.37 0.71 114.2480.553.91 465 30.86 14.18 0.68 113.9180.083.91 466 30.92 13.98 0.64 113.4179.883.91 467 31.00 13.58 0.59 112.9579.893.91 468 31.04 13.39 0.58 112.6579.713.91 469 31.14 13.58 0.57 112.5179.564.00 470 31.19 13.49 0.55 112.3078.704.09 471 31.28 13.58 0.53 112.1177.964.09 472 31.32 13.78 0.53 112.0377.494.09 473 31.37 13.68 0.53 112.1077.894.09 474 31.46 13.49 0.55 112.1478.864.09 475 31.50 13.29 0.54 112.0580.064.09 476 31.60 12.80 0.53 111.9080.914.09 477 31.65 12.80 0.52 111.7881.624.09 478 31.69 12.70 0.52 111.7781.484.18 479 31.78 12.90 0.52 111.7881.414.27 480 31.83 12.90 0.52 111.8181.234.36 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 17 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 481 31.92 12.90 0.53 111.8881.514.36 482 31.97 12.90 0.54 111.8281.094.36 483 32.02 13.09 0.51 111.3377.984.45 484 32.11 13.98 0.41 111.1775.074.53 485 32.15 14.57 0.49 112.0571.704.62 486 32.24 17.23 0.64 113.5570.504.62 487 32.28 18.21 0.71 115.1069.214.71 488 32.36 19.49 0.85 116.3167.374.80 489 32.44 22.44 0.96 117.3866.134.71 490 32.48 22.84 1.03 118.3364.994.71 491 32.58 24.02 1.17 119.0365.114.71 492 32.62 24.81 1.24 119.8263.704.71 493 32.71 27.76 1.34 120.3661.984.98 494 32.76 28.84 1.38 120.9959.154.89 495 32.85 32.29 1.47 121.4657.363.82 496 32.90 33.37 1.53 122.1155.413.47 497 32.99 36.13 1.67 122.5754.282.58 498 33.02 37.41 1.70 123.1352.622.40 499 33.09 40.56 1.80 123.5551.271.78 500 33.16 42.33 1.88 123.9151.010.80 501 33.26 40.56 1.92 124.0052.690.36 502 33.31 36.91 1.93 123.8955.190.84 503 33.36 35.63 1.91 123.6657.33-0.09 504 33.41 34.45 1.84 123.4557.240.89 505 33.50 36.03 1.79 123.3655.891.69 506 33.53 38.19 1.80 123.5450.692.22 507 33.63 48.33 1.75 123.8045.072.58 508 33.68 55.13 1.72 124.0039.911.33 509 33.73 58.08 1.71 124.1237.190.53 510 33.82 60.74 1.71 124.2135.58-0.35 511 33.88 63.49 1.70 124.4633.04-0.27 512 34.01 73.53 1.75 124.6931.00-0.35 513 34.05 75.11 1.75 124.8529.28-0.27 514 34.09 76.29 1.71 124.8027.87-0.35 515 34.15 82.69 1.65 124.7126.15-0.27 516 34.19 86.82 1.61 124.6323.92-0.27 517 34.29 93.71 1.55 124.5322.48-0.27 518 34.33 94.80 1.51 124.3921.01-0.27 519 34.38 99.33 1.45 124.1719.65-0.27 520 34.46 105.43 1.36 123.9518.13-0.35 521 34.52 109.37 1.31 123.7616.93-0.35 522 34.60 111.83 1.29 123.6616.46-0.35 523 34.65 110.45 1.29 123.6817.46-0.44 524 34.83 96.77 1.38 123.7219.16-0.44 525 34.84 92.53 1.39 123.9221.59-0.44 526 34.88 87.81 1.52 124.2123.47-0.44 527 34.93 83.48 1.63 124.6126.54-0.61 528 35.00 72.85 1.77 124.9229.36-0.64 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 18 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 529 35.07 71.96 1.85 125.1531.79-0.64 530 35.12 71.17 1.90 125.2234.33-0.64 531 35.19 59.46 1.94 125.1338.50-0.71 532 35.25 50.99 1.99 124.9245.29-0.71 533 35.34 42.72 2.06 124.6750.49-0.89 534 35.39 40.66 2.01 124.3354.86-0.53 535 35.44 36.82 1.93 123.7157.26-0.44 536 35.52 33.37 1.72 122.9659.80-0.35 537 35.57 31.30 1.61 121.8364.34-0.62 538 35.67 23.23 1.39 120.9168.640.09 539 35.71 23.23 1.34 119.9671.780.27 540 35.80 23.82 1.21 119.4870.720.53 541 35.85 22.94 1.15 118.9270.170.71 542 35.90 22.05 1.09 118.4571.980.71 543 35.99 20.28 1.05 118.1673.990.71 544 36.03 19.98 1.07 118.0976.090.71 545 36.18 19.79 1.10 118.2776.460.71 546 36.27 20.57 1.13 118.5776.240.80 547 36.30 21.16 1.18 119.4475.190.80 548 36.41 23.53 1.45 120.3174.470.98 549 36.45 24.31 1.52 121.2173.700.98 550 36.49 25.30 1.64 121.9372.671.07 551 36.56 27.56 1.83 122.6170.641.07 552 36.63 29.93 1.89 123.1868.321.07 553 36.69 31.40 1.94 123.7667.241.07 554 36.77 32.09 2.19 124.2667.610.98 555 36.82 31.89 2.27 124.6269.340.98 556 36.93 30.32 2.29 124.7269.870.89 557 36.96 31.85 2.29 124.7670.430.89 558 37.02 31.21 2.32 124.8669.901.33 559 37.07 31.80 2.35 124.8671.591.33 560 37.16 29.14 2.36 124.5375.841.16 561 37.25 23.53 2.21 123.9381.760.00 562 37.29 21.95 2.07 123.0787.82-0.18 563 37.35 19.79 1.89 122.0990.72-0.18 564 37.43 17.92 1.61 120.9794.450.09 565 37.48 15.95 1.45 119.5296.330.36 566 37.57 14.96 1.13 117.7797.110.71 567 37.66 13.68 0.82 115.9495.200.98 568 37.69 13.49 0.75 114.3893.521.07 569 37.76 13.09 0.65 113.5592.800.98 570 37.80 12.70 0.60 112.4190.780.98 571 37.90 12.70 0.47 111.3888.521.16 572 37.98 12.70 0.43 110.3785.711.25 573 38.03 12.70 0.40 109.9584.221.25 574 38.08 12.90 0.40 109.8683.661.33 575 38.12 12.90 0.41 109.9783.141.33 576 38.22 13.19 0.42 110.3183.481.42 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 19 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 577 38.26 13.29 0.45 110.9484.581.42 578 38.36 13.29 0.52 111.4185.661.51 579 38.41 13.39 0.51 111.5986.421.60 580 38.51 13.19 0.49 111.3686.211.60 581 38.54 13.09 0.47 111.0786.281.51 582 38.59 12.90 0.46 110.6586.571.69 583 38.65 12.40 0.42 110.0987.261.69 584 38.72 11.91 0.39 109.5687.951.78 585 38.81 11.81 0.38 109.1688.101.87 586 38.86 11.81 0.36 108.5486.241.87 587 39.00 12.01 0.30 107.9284.121.87 588 39.01 12.11 0.29 107.6282.771.96 589 39.05 12.11 0.32 108.1883.531.96 590 39.13 12.40 0.37 108.8684.682.04 591 39.19 12.50 0.38 109.3087.682.04 592 39.24 11.22 0.40 109.8687.542.04 593 39.37 13.29 0.45 110.4087.482.49 594 39.41 13.39 0.47 110.8684.902.58 595 39.46 13.39 0.46 110.7884.052.67 596 39.51 13.68 0.43 110.0081.812.67 597 39.60 13.49 0.33 109.1980.262.67 598 39.65 13.09 0.33 108.4679.892.67 599 39.73 12.80 0.33 108.3781.622.76 600 39.79 12.40 0.33 108.2382.872.76 601 39.87 12.21 0.32 108.0583.762.93 602 39.92 12.11 0.31 107.9284.013.02 603 39.97 12.11 0.31 107.9684.343.02 604 40.05 12.11 0.33 108.1984.993.20 605 40.10 12.11 0.34 108.5984.744.89 606 40.19 12.80 0.36 108.8384.125.16 607 40.24 12.80 0.35 108.7782.945.25 608 40.33 12.70 0.33 108.4382.305.25 609 40.38 12.70 0.31 107.9182.265.33 610 40.44 12.11 0.29 107.5482.805.33 611 40.52 11.91 0.29 107.3183.775.42 612 40.55 11.91 0.29 107.1683.805.42 613 40.66 11.91 0.27 106.9483.345.60 614 40.71 11.91 0.27 106.6882.535.60 615 40.79 12.01 0.26 106.5582.105.69 616 40.84 12.01 0.26 106.5181.835.78 617 40.88 12.01 0.26 106.5181.875.87 618 40.98 12.01 0.26 106.5882.145.96 619 41.02 12.01 0.27 106.8982.776.04 620 41.11 12.11 0.29 107.2983.686.22 621 41.16 12.11 0.31 107.7884.056.22 622 41.21 12.50 0.32 108.3783.996.31 623 41.30 12.99 0.36 108.9983.606.49 624 41.35 13.29 0.38 109.7783.996.49 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 20 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 625 41.43 13.49 0.43 110.3484.616.58 626 41.48 13.58 0.45 110.7884.856.76 627 41.55 13.88 0.45 110.9383.696.76 628 41.62 14.47 0.45 110.8982.086.85 629 41.67 14.57 0.44 110.6580.426.93 630 41.76 14.57 0.40 110.2879.826.93 631 41.81 14.27 0.39 109.7380.097.02 632 41.90 13.49 0.36 109.2280.887.11 633 41.94 13.29 0.34 108.4781.247.20 634 42.03 12.90 0.29 107.2079.487.29 635 42.08 12.70 0.21 105.3676.987.38 636 42.17 12.21 0.16 103.8175.317.47 637 42.22 11.91 0.17 104.1378.137.56 638 42.31 11.52 0.23 105.3582.387.65 639 42.36 11.52 0.27 106.4289.497.65 640 42.41 9.84 0.29 107.2190.597.29 641 42.46 12.01 0.32 108.2890.807.38 642 42.55 12.80 0.39 109.3887.617.02 643 42.60 12.99 0.43 110.2887.986.93 644 42.66 13.19 0.46 110.7388.426.76 645 42.74 13.29 0.47 111.0287.916.58 646 42.83 13.78 0.47 111.1587.176.49 647 42.87 13.88 0.48 111.2486.636.49 648 42.92 13.78 0.48 111.2487.176.67 649 43.01 13.49 0.47 111.1187.906.76 650 43.06 13.29 0.46 110.7987.706.93 651 43.15 13.39 0.42 110.3686.937.02 652 43.20 13.29 0.40 110.0886.197.20 653 43.24 13.29 0.41 110.0086.367.29 654 43.34 13.19 0.41 110.0686.967.56 655 43.38 13.09 0.41 110.4886.417.65 656 43.52 14.27 0.47 110.9385.107.91 657 43.54 14.77 0.47 111.3883.407.91 658 43.61 14.96 0.48 111.4981.968.00 659 43.64 15.45 0.48 111.5481.548.00 660 43.75 15.16 0.48 111.5481.348.09 661 43.79 15.16 0.48 111.5581.978.18 662 43.84 15.06 0.48 111.7782.778.36 663 43.94 15.06 0.53 112.0883.858.45 664 43.98 15.06 0.54 112.3885.018.54 665 44.07 14.86 0.55 112.4285.548.54 666 44.13 14.86 0.54 112.3886.088.62 667 44.16 14.67 0.54 112.3186.518.71 668 44.23 14.47 0.54 112.2887.128.80 669 44.30 14.47 0.54 112.2787.488.80 670 44.38 14.47 0.54 112.2887.258.98 671 44.44 14.67 0.54 112.2986.848.98 672 44.49 14.77 0.54 112.2685.849.07 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 21 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 673 44.58 15.06 0.52 112.1984.969.16 674 44.62 15.16 0.52 112.0884.269.25 675 44.72 15.06 0.51 112.0884.349.42 676 44.76 15.06 0.52 111.3082.389.42 677 44.85 15.06 0.36 110.1779.479.60 678 44.89 15.06 0.31 109.6677.649.69 679 44.95 15.45 0.44 111.5681.349.87 680 45.04 15.95 0.68 113.6883.979.96 681 45.09 17.42 0.76 115.2578.8810.13 682 45.18 23.03 0.78 115.7570.5212.80 683 45.22 25.69 0.72 115.4864.1112.71 684 45.30 24.61 0.61 114.8463.1612.36 685 45.36 22.35 0.61 114.2165.8212.36 686 45.43 20.38 0.60 113.9570.6112.62 687 45.50 18.51 0.60 113.7574.7213.07 688 45.54 17.82 0.60 113.5877.8613.25 689 45.64 17.23 0.59 113.5279.0413.78 690 45.68 17.42 0.60 113.5878.7613.96 691 45.78 18.21 0.61 113.8076.6414.22 692 45.83 19.59 0.62 114.0574.1314.40 693 45.87 20.38 0.63 114.2269.8814.58 694 45.96 23.03 0.61 114.3066.3814.76 695 46.01 23.92 0.60 114.3562.7814.76 696 46.10 25.20 0.60 114.3661.5314.76 697 46.15 24.91 0.60 114.3861.4714.76 698 46.24 24.12 0.60 114.4462.5614.94 699 46.28 23.92 0.62 114.5863.9215.03 700 46.33 23.53 0.65 114.8766.7015.20 701 46.42 21.46 0.70 114.9469.9215.20 702 46.47 20.38 0.68 114.6372.5915.38 703 46.56 19.79 0.60 113.9572.5715.74 704 46.60 19.79 0.55 113.5472.1215.91 705 46.70 19.79 0.58 113.8372.4316.18 706 46.74 20.28 0.66 114.7874.0316.45 707 46.79 20.67 0.79 116.2673.5416.63 708 46.93 24.41 0.98 117.4970.8317.34 709 46.96 27.37 1.01 118.8864.8617.51 710 47.02 34.16 1.18 119.9459.9817.69 711 47.07 37.70 1.30 121.2856.1417.43 712 47.16 42.62 1.52 122.1854.8112.09 713 47.20 42.92 1.60 122.8454.3910.31 714 47.25 43.12 1.65 123.2155.117.65 715 47.35 43.21 1.76 123.5255.856.49 716 47.39 43.12 1.81 123.7856.677.60 717 47.48 42.72 1.85 123.8756.046.31 718 47.53 45.58 1.80 123.6054.477.56 719 47.59 45.77 1.58 122.6753.923.91 720 47.64 38.29 1.28 120.8056.893.11 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 22 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Field input data :: (continued) Point ID qc (tsf) Depth Unit weight (pcf) Fines content (%) fs (tsf) u (tsf) 721 47.77 27.37 0.94 118.7162.514.18 722 47.82 24.91 0.84 116.9968.494.53 723 47.86 22.84 0.79 116.4872.304.80 724 47.91 21.07 0.83 116.8175.104.98 725 47.99 22.79 0.98 117.6181.705.51 726 48.05 18.51 1.16 118.9784.075.87 727 48.13 22.74 1.41 120.2980.016.22 728 48.19 31.21 1.51 121.3971.476.49 729 48.23 33.86 1.53 121.8765.956.31 730 48.33 34.06 1.53 121.9465.314.71 731 48.37 32.88 1.53 121.8567.184.36 732 48.46 30.12 1.52 121.7370.054.45 733 48.52 28.84 1.54 121.7172.674.80 734 48.56 28.84 1.58 122.0373.005.07 735 48.65 31.01 1.71 122.5570.445.33 736 48.70 35.24 1.77 123.4765.645.33 737 48.84 42.23 2.02 124.2361.764.89 738 48.87 43.90 2.09 124.8859.614.36 739 48.89 44.69 2.16 125.2759.143.82 740 48.97 46.17 2.30 125.5358.983.29 741 49.02 46.27 2.29 125.6057.432.93 742 49.11 49.61 2.15 125.4054.673.11 743 49.15 53.06 2.02 125.1346.133.65 744 49.24 75.01 1.70 124.9136.873.38 745 49.29 93.71 1.57 124.3827.591.07 746 49.38 107.00 1.30 123.9122.98-1.96 747 49.43 109.96 1.25 123.4121.22-3.20 748 49.48 104.84 1.25 123.0223.69-2.85 749 49.57 76.29 1.23 122.5328.370.00 750 49.62 66.05 1.20 120.7038.250.89 751 49.75 33.17 0.78 118.7546.743.56 752 49.80 30.32 0.74 116.3057.603.73 753 49.85 28.15 0.67 115.5360.163.82 754 49.88 25.79 0.62 114.4563.324.00 755 49.94 21.85 0.52 110.8860.324.27 756 50.03 21.76 0.00 105.0252.834.71 757 50.07 21.66 0.00 87.36N/A20.54 758 50.16 22.25 0.00 87.36N/A21.69 759 50.29 16.93 0.00 87.36N/A24.18 760 50.32 15.85 0.00 87.36N/A25.34 761 50.35 14.96 0.00 87.36N/A26.76 Abbreviations Depth: qc: fs: u: Fines content: Unit weight: Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf) Sleeve friction resistance (tsf) Pore pressure (tsf) Percentage of fines in soil (%) Bulk soil unit weight (pcf) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 23 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 1 0.08 0.00 0.00 0.00 1.00 0.384 0.405 1.10 2.0000.99 No1.00 2 0.13 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 3 0.21 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 4 0.27 0.01 0.00 0.01 1.00 0.384 0.405 1.10 2.0000.99 No1.00 5 0.33 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.99 No1.00 6 0.40 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.99 No1.00 7 0.46 0.02 0.00 0.02 1.00 0.384 0.405 1.10 2.0000.99 No1.00 8 0.55 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.94 No1.00 9 0.59 0.03 0.00 0.03 1.00 0.384 0.405 1.10 2.0000.92 No1.00 10 0.69 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.93 No1.00 11 0.73 0.04 0.00 0.04 1.00 0.384 0.405 1.10 2.0000.93 No1.00 12 0.82 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.95 No1.00 13 0.87 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.96 No1.00 14 0.95 0.05 0.00 0.05 1.00 0.384 0.405 1.10 2.0000.95 No1.00 15 1.01 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.95 No1.00 16 1.06 0.06 0.00 0.06 1.00 0.384 0.405 1.10 2.0000.94 No1.00 17 1.14 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.95 No1.00 18 1.20 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.97 No1.00 19 1.29 0.07 0.00 0.07 1.00 0.384 0.405 1.10 2.0000.97 No1.00 20 1.33 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.97 No1.00 21 1.38 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.97 No1.00 22 1.45 0.08 0.00 0.08 1.00 0.384 0.405 1.10 2.0000.97 No1.00 23 1.52 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.97 No1.00 24 1.61 0.09 0.00 0.09 1.00 0.384 0.405 1.10 2.0000.98 No1.00 25 1.65 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.98 No1.00 26 1.74 0.10 0.00 0.10 1.00 0.384 0.405 1.10 2.0000.98 No1.00 27 1.80 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.98 No1.00 28 1.84 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.98 No1.00 29 1.92 0.11 0.00 0.11 1.00 0.384 0.405 1.10 2.0000.98 No1.00 30 1.98 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.98 No1.00 31 2.04 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.98 No1.00 32 2.12 0.12 0.00 0.12 1.00 0.384 0.405 1.10 2.0000.98 No1.00 33 2.18 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.98 No1.00 34 2.25 0.13 0.00 0.13 1.00 0.384 0.405 1.10 2.0000.98 No1.00 35 2.30 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.98 No1.00 36 2.37 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.98 No1.00 37 2.44 0.14 0.00 0.14 1.00 0.384 0.405 1.10 2.0000.98 No1.00 38 2.53 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.98 No1.00 39 2.58 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.98 No1.00 40 2.63 0.15 0.00 0.15 1.00 0.384 0.405 1.10 2.0000.98 No1.00 41 2.71 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 42 2.76 0.16 0.00 0.16 1.00 0.384 0.405 1.10 2.0000.99 No1.00 43 2.83 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 44 2.89 0.17 0.00 0.17 1.00 0.384 0.405 1.10 2.0000.99 No1.00 45 2.99 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 46 3.03 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 47 3.12 0.18 0.00 0.18 1.00 0.384 0.405 1.10 2.0000.99 No1.00 48 3.17 0.19 0.00 0.19 1.00 0.384 0.405 1.10 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 24 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 49 3.22 0.19 0.00 0.19 1.00 0.384 0.405 1.10 2.0000.99 No1.00 50 3.29 0.19 0.00 0.19 1.00 0.383 0.405 1.10 2.0000.99 No1.00 51 3.36 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.98 No1.00 52 3.41 0.20 0.00 0.20 1.00 0.383 0.405 1.10 2.0000.98 No1.00 53 3.49 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 54 3.54 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 55 3.64 0.21 0.00 0.21 1.00 0.383 0.405 1.10 2.0000.99 No1.00 56 3.68 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 57 3.76 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 58 3.82 0.22 0.00 0.22 1.00 0.383 0.405 1.10 2.0000.99 No1.00 59 3.92 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.98 No1.00 60 3.95 0.23 0.00 0.23 1.00 0.383 0.405 1.10 2.0000.98 No1.00 61 4.01 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.98 No1.00 62 4.08 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.96 No1.00 63 4.14 0.24 0.00 0.24 1.00 0.383 0.405 1.10 2.0000.96 No1.00 64 4.23 0.25 0.00 0.25 1.00 0.383 0.405 1.10 2.0000.92 No1.00 65 4.28 0.25 0.00 0.25 1.00 0.383 0.405 1.10 2.0000.92 No1.00 66 4.37 0.26 0.00 0.26 1.00 0.383 0.404 1.10 2.0000.92 No1.00 67 4.42 0.26 0.00 0.26 1.00 0.383 0.404 1.10 2.0000.92 No1.00 68 4.47 0.26 0.00 0.26 1.00 0.383 0.404 1.10 2.0000.92 No1.00 69 4.56 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.92 No1.00 70 4.60 0.27 0.00 0.27 1.00 0.382 0.404 1.10 2.0000.92 No1.00 71 4.70 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.92 No1.00 72 4.73 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.93 No1.00 73 4.80 0.28 0.00 0.28 1.00 0.382 0.404 1.10 2.0000.94 No1.00 74 4.89 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.96 No1.00 75 4.94 0.29 0.00 0.29 1.00 0.382 0.404 1.10 2.0000.97 No1.00 76 5.03 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.98 No1.00 77 5.08 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.97 No1.00 78 5.13 0.30 0.00 0.30 1.00 0.382 0.404 1.10 2.0000.97 No1.00 79 5.22 0.31 0.00 0.31 1.00 0.382 0.404 1.10 2.0000.97 No1.00 80 5.26 0.31 0.00 0.31 1.00 0.382 0.404 1.10 2.0000.97 No1.00 81 5.35 0.32 0.00 0.32 1.00 0.382 0.404 1.10 2.0000.97 No1.00 82 5.40 0.32 0.00 0.32 1.00 0.382 0.404 1.10 2.0000.98 No1.00 83 5.45 0.32 0.00 0.32 1.00 0.382 0.404 1.10 2.0000.98 No1.00 84 5.54 0.33 0.00 0.33 1.00 0.382 0.403 1.10 2.0000.98 No1.00 85 5.59 0.33 0.00 0.33 1.00 0.382 0.403 1.10 2.0000.98 No1.00 86 5.65 0.33 0.00 0.33 0.99 0.382 0.403 1.10 2.0000.98 No1.00 87 5.72 0.34 0.00 0.34 0.99 0.382 0.403 1.10 2.0000.98 No1.00 88 5.86 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 89 5.88 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 90 5.91 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 91 6.00 0.35 0.00 0.35 0.99 0.381 0.403 1.10 2.0000.98 No1.00 92 6.05 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.98 No1.00 93 6.14 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.98 No1.00 94 6.19 0.36 0.00 0.36 0.99 0.381 0.403 1.10 2.0000.98 No1.00 95 6.27 0.37 0.00 0.37 0.99 0.381 0.403 1.10 2.0000.98 No1.00 96 6.33 0.37 0.00 0.37 0.99 0.381 0.403 1.10 2.0000.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 25 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 97 6.37 0.38 0.00 0.38 0.99 0.381 0.403 1.10 2.0000.98 No1.00 98 6.51 0.38 0.00 0.38 0.99 0.381 0.403 1.10 2.0000.98 No1.00 99 6.60 0.39 0.00 0.39 0.99 0.381 0.402 1.10 2.0000.98 No1.00 100 6.63 0.39 0.00 0.39 0.99 0.381 0.402 1.10 2.0000.98 No1.00 101 6.74 0.40 0.00 0.40 0.99 0.381 0.402 1.10 2.0000.98 No1.00 102 6.79 0.40 0.00 0.40 0.99 0.381 0.402 1.10 2.0000.98 No1.00 103 6.83 0.40 0.00 0.40 0.99 0.381 0.402 1.10 2.0000.98 No1.00 104 6.89 0.41 0.00 0.41 0.99 0.380 0.402 1.10 2.0000.98 No1.00 105 6.97 0.41 0.00 0.41 0.99 0.380 0.402 1.10 2.0000.98 No1.00 106 7.11 0.42 0.00 0.42 0.99 0.380 0.402 1.10 2.0000.98 No1.00 107 7.13 0.42 0.00 0.42 0.99 0.380 0.402 1.10 2.0000.98 No1.00 108 7.16 0.42 0.00 0.42 0.99 0.380 0.402 1.10 2.0000.98 No1.00 109 7.25 0.43 0.00 0.43 0.99 0.380 0.402 1.10 2.0000.98 No1.00 110 7.30 0.43 0.00 0.43 0.99 0.380 0.402 1.10 2.0000.98 No1.00 111 7.39 0.44 0.00 0.44 0.99 0.380 0.402 1.10 2.0000.98 No1.00 112 7.43 0.44 0.00 0.44 0.99 0.380 0.402 1.10 2.0000.98 No1.00 113 7.53 0.44 0.00 0.44 0.99 0.380 0.402 1.10 2.0000.98 No1.00 114 7.57 0.45 0.00 0.45 0.99 0.380 0.402 1.10 2.0000.98 No1.00 115 7.62 0.45 0.00 0.45 0.99 0.380 0.402 1.10 2.0000.98 No1.00 116 7.70 0.45 0.00 0.45 0.99 0.380 0.401 1.10 2.0000.98 No1.00 117 7.76 0.46 0.00 0.46 0.99 0.380 0.401 1.10 2.0000.98 No1.00 118 7.85 0.46 0.00 0.46 0.99 0.380 0.401 1.09 2.0000.98 No1.00 119 7.89 0.46 0.00 0.46 0.99 0.380 0.401 1.09 2.0000.98 No1.00 120 7.98 0.47 0.00 0.47 0.99 0.380 0.401 1.09 2.0000.98 No1.00 121 8.09 0.48 0.00 0.48 0.99 0.379 0.401 1.09 2.0000.98 No1.00 122 8.12 0.48 0.00 0.48 0.99 0.379 0.401 1.09 2.0000.98 No1.00 123 8.17 0.48 0.00 0.48 0.99 0.379 0.401 1.09 2.0000.98 No1.00 124 8.30 0.49 0.00 0.49 0.99 0.379 0.401 1.09 2.0000.98 No1.00 125 8.31 0.49 0.00 0.49 0.99 0.379 0.401 1.09 2.0000.98 No1.00 126 8.35 0.49 0.00 0.49 0.99 0.379 0.401 1.09 2.0000.98 No1.00 127 8.40 0.49 0.00 0.49 0.99 0.379 0.401 1.09 2.0000.98 No1.00 128 8.49 0.50 0.00 0.50 0.99 0.379 0.401 1.09 2.0000.98 No1.00 129 8.54 0.50 0.00 0.50 0.99 0.379 0.401 1.08 2.0000.98 No1.00 130 8.63 0.51 0.00 0.51 0.99 0.379 0.401 1.08 2.0000.98 No1.00 131 8.68 0.51 0.00 0.51 0.99 0.379 0.400 1.08 2.0000.98 No1.00 132 8.77 0.52 0.00 0.52 0.99 0.379 0.400 1.08 2.0000.98 No1.00 133 8.81 0.52 0.00 0.52 0.99 0.379 0.400 1.08 2.0000.98 No1.00 134 8.86 0.52 0.00 0.52 0.99 0.379 0.400 1.08 2.0000.98 No1.00 135 9.00 0.53 0.00 0.53 0.99 0.379 0.400 1.08 2.0000.98 No1.00 136 9.04 0.53 0.00 0.53 0.99 0.379 0.400 1.07 2.0000.98 No1.00 137 9.09 0.53 0.00 0.53 0.99 0.378 0.400 1.07 2.0000.98 No1.00 138 9.14 0.54 0.00 0.54 0.99 0.378 0.400 1.07 2.0000.98 No1.00 139 9.23 0.54 0.00 0.54 0.99 0.378 0.400 1.07 2.0000.98 No1.00 140 9.28 0.55 0.00 0.55 0.99 0.378 0.400 1.07 2.0000.98 No1.00 141 9.32 0.55 0.00 0.55 0.99 0.378 0.400 1.07 2.0000.98 No1.00 142 9.43 0.56 0.00 0.56 0.99 0.378 0.400 1.07 2.0000.98 No1.00 143 9.47 0.56 0.00 0.56 0.99 0.378 0.400 1.07 2.0000.98 No1.00 144 9.55 0.56 0.00 0.56 0.99 0.378 0.400 1.06 2.0000.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 26 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 145 9.64 0.57 0.00 0.57 0.99 0.378 0.400 1.06 2.0000.98 No1.00 146 9.65 0.57 0.00 0.57 0.99 0.378 0.400 1.06 2.0000.98 No1.00 147 9.78 0.58 0.00 0.58 0.99 0.378 0.399 1.06 2.0000.98 No1.00 148 9.80 0.58 0.00 0.58 0.99 0.378 0.399 1.06 2.0000.98 No1.00 149 9.87 0.58 0.00 0.58 0.98 0.378 0.399 1.06 2.0000.98 No1.00 150 9.92 0.58 0.00 0.58 0.98 0.378 0.399 1.06 2.0000.98 No1.00 151 10.01 0.59 0.00 0.59 0.98 0.378 0.399 1.06 2.0000.98 No1.00 152 10.04 0.59 0.00 0.59 0.98 0.378 0.399 1.06 2.0000.98 No1.00 153 10.12 0.60 0.00 0.60 0.98 0.377 0.399 1.06 2.0000.98 No1.00 154 10.18 0.60 0.00 0.60 0.98 0.377 0.399 1.06 2.0000.98 No1.00 155 10.26 0.60 0.00 0.60 0.98 0.377 0.399 1.06 2.0000.98 No1.00 156 10.36 0.61 0.00 0.61 0.98 0.377 0.399 1.06 2.0000.98 No1.00 157 10.40 0.61 0.00 0.61 0.98 0.377 0.399 1.06 2.0000.98 No1.00 158 10.45 0.62 0.00 0.62 0.98 0.377 0.399 1.06 2.0000.98 No1.00 159 10.50 0.62 0.00 0.62 0.98 0.377 0.399 1.06 2.0000.98 No1.00 160 10.60 0.63 0.00 0.63 0.98 0.377 0.399 1.06 2.0000.98 No1.00 161 10.64 0.63 0.00 0.63 0.98 0.377 0.398 1.06 2.0000.98 No1.00 162 10.72 0.63 0.00 0.63 0.98 0.377 0.398 1.06 2.0000.98 No1.00 163 10.82 0.64 0.00 0.64 0.98 0.377 0.398 1.05 2.0000.98 No1.00 164 10.86 0.64 0.00 0.64 0.98 0.377 0.398 1.05 2.0000.98 No1.00 165 10.91 0.64 0.00 0.64 0.98 0.377 0.398 1.05 2.0000.98 No1.00 166 10.96 0.65 0.00 0.65 0.98 0.377 0.398 1.05 2.0000.98 No1.00 167 11.05 0.65 0.00 0.65 0.98 0.377 0.398 1.05 2.0000.98 No1.00 168 11.10 0.65 0.00 0.65 0.98 0.377 0.398 1.05 2.0000.98 No1.00 169 11.19 0.66 0.00 0.66 0.98 0.376 0.398 1.05 2.0000.98 No1.00 170 11.24 0.66 0.00 0.66 0.98 0.376 0.398 1.05 2.0000.98 No1.00 171 11.33 0.67 0.00 0.67 0.98 0.376 0.398 1.05 2.0000.98 No1.00 172 11.37 0.67 0.00 0.67 0.98 0.376 0.398 1.05 2.0000.98 No1.00 173 11.45 0.68 0.00 0.68 0.98 0.376 0.398 1.05 2.0000.98 No1.00 174 11.57 0.68 0.00 0.68 0.98 0.376 0.398 1.05 2.0000.98 No1.00 175 11.60 0.68 0.00 0.68 0.98 0.376 0.397 1.05 2.0000.98 No1.00 176 11.65 0.69 0.00 0.69 0.98 0.376 0.397 1.05 2.0000.98 No1.00 177 11.69 0.69 0.00 0.69 0.98 0.376 0.397 1.05 2.0000.98 No1.00 178 11.79 0.70 0.00 0.70 0.98 0.376 0.397 1.05 2.0000.98 No1.00 179 11.84 0.70 0.00 0.70 0.98 0.376 0.397 1.05 2.0000.98 No1.00 180 11.88 0.70 0.00 0.70 0.98 0.376 0.397 1.05 2.0000.98 No1.00 181 11.98 0.71 0.00 0.71 0.98 0.376 0.397 1.05 2.0000.98 No1.00 182 12.02 0.71 0.00 0.71 0.98 0.376 0.397 1.05 2.0000.98 No1.00 183 12.11 0.71 0.00 0.71 0.98 0.376 0.397 1.04 2.0000.98 No1.00 184 12.16 0.72 0.00 0.72 0.98 0.375 0.397 1.04 2.0000.98 No1.00 185 12.21 0.72 0.00 0.72 0.98 0.375 0.397 1.04 2.0000.98 No1.00 186 12.29 0.73 0.00 0.73 0.98 0.375 0.397 1.04 2.0000.98 No1.00 187 12.34 0.73 0.00 0.73 0.98 0.375 0.397 1.04 2.0000.98 No1.00 188 12.43 0.73 0.00 0.73 0.98 0.375 0.397 1.04 2.0000.98 No1.00 189 12.48 0.74 0.00 0.74 0.98 0.375 0.397 1.04 2.0000.98 No1.00 190 12.54 0.74 0.00 0.74 0.98 0.375 0.396 1.04 2.0000.98 No1.00 191 12.64 0.75 0.00 0.75 0.98 0.375 0.396 1.04 2.0000.98 No1.00 192 12.68 0.75 0.00 0.75 0.98 0.375 0.396 1.04 2.0000.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 27 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 193 12.77 0.75 0.00 0.75 0.98 0.375 0.396 1.04 2.0000.98 No1.00 194 12.81 0.76 0.00 0.76 0.98 0.375 0.396 1.04 2.0000.98 No1.00 195 12.86 0.76 0.00 0.76 0.98 0.375 0.396 1.04 2.0000.98 No1.00 196 12.96 0.77 0.00 0.77 0.98 0.375 0.396 1.04 2.0000.98 No1.00 197 13.00 0.77 0.00 0.77 0.98 0.375 0.396 1.04 2.0000.98 No1.00 198 13.10 0.77 0.00 0.77 0.98 0.374 0.396 1.04 2.0000.98 No1.00 199 13.14 0.78 0.00 0.78 0.98 0.374 0.396 1.03 2.0000.98 No1.00 200 13.23 0.78 0.00 0.78 0.98 0.374 0.396 1.03 2.0000.98 No1.00 201 13.28 0.79 0.00 0.79 0.98 0.374 0.396 1.03 2.0000.98 No1.00 202 13.32 0.79 0.00 0.79 0.98 0.374 0.396 1.03 2.0000.98 No1.00 203 13.40 0.79 0.00 0.79 0.98 0.374 0.395 1.03 2.0000.98 No1.00 204 13.46 0.80 0.00 0.80 0.98 0.374 0.395 1.03 2.0000.98 No1.00 205 13.53 0.80 0.00 0.80 0.98 0.374 0.395 1.03 2.0000.98 No1.00 206 13.64 0.81 0.00 0.81 0.97 0.374 0.395 1.03 2.0000.98 No1.00 207 13.69 0.81 0.00 0.81 0.97 0.374 0.395 1.03 2.0000.98 No1.00 208 13.74 0.82 0.00 0.82 0.97 0.374 0.395 1.03 2.0000.98 No1.00 209 13.79 0.82 0.00 0.82 0.97 0.374 0.395 1.03 2.0000.98 No1.00 210 13.87 0.82 0.00 0.82 0.97 0.374 0.395 1.03 2.0000.98 No1.00 211 13.92 0.83 0.00 0.83 0.97 0.374 0.395 1.03 2.0000.98 No1.00 212 13.98 0.83 0.00 0.83 0.97 0.374 0.395 1.03 2.0000.98 No1.00 213 14.06 0.84 0.00 0.84 0.97 0.373 0.395 1.03 2.0000.98 No1.00 214 14.15 0.84 0.00 0.84 0.97 0.373 0.395 1.03 2.0000.98 No1.00 215 14.20 0.84 0.00 0.84 0.97 0.373 0.395 1.03 2.0000.98 No1.00 216 14.24 0.85 0.00 0.85 0.97 0.373 0.395 1.03 2.0000.98 No1.00 217 14.34 0.85 0.00 0.85 0.97 0.373 0.394 1.03 2.0000.98 No1.00 218 14.38 0.86 0.00 0.86 0.97 0.373 0.394 1.03 2.0000.98 No1.00 219 14.47 0.86 0.00 0.86 0.97 0.373 0.394 1.02 2.0000.98 No1.00 220 14.52 0.86 0.00 0.86 0.97 0.373 0.394 1.02 2.0000.98 No1.00 221 14.57 0.87 0.00 0.87 0.97 0.373 0.394 1.02 2.0000.98 No1.00 222 14.66 0.87 0.00 0.87 0.97 0.373 0.394 1.02 2.0000.98 No1.00 223 14.71 0.88 0.00 0.88 0.97 0.373 0.394 1.02 2.0000.98 No1.00 224 14.80 0.88 0.00 0.88 0.97 0.373 0.394 1.02 2.0000.98 No1.00 225 14.85 0.89 0.00 0.89 0.97 0.373 0.394 1.02 2.0000.98 No1.00 226 14.90 0.89 0.00 0.89 0.97 0.373 0.394 1.02 2.0000.98 No1.00 227 14.98 0.89 0.00 0.89 0.97 0.372 0.394 1.02 2.0000.98 No1.00 228 15.07 0.90 0.00 0.90 0.97 0.372 0.394 1.02 2.0000.98 No1.00 229 15.14 0.90 0.00 0.90 0.97 0.372 0.393 1.02 2.0000.98 No1.00 230 15.17 0.91 0.00 0.91 0.97 0.372 0.393 1.02 2.0000.98 No1.00 231 15.24 0.91 0.00 0.91 0.97 0.372 0.393 1.02 2.0000.98 No1.00 232 15.30 0.91 0.00 0.91 0.97 0.372 0.393 1.02 2.0000.98 No1.00 233 15.39 0.92 0.00 0.92 0.97 0.372 0.393 1.02 2.0000.98 No1.00 234 15.49 0.93 0.00 0.93 0.97 0.372 0.393 1.01 2.0000.98 No1.00 235 15.58 0.93 0.00 0.93 0.97 0.372 0.393 1.01 2.0000.98 No1.00 236 15.63 0.93 0.00 0.93 0.97 0.372 0.393 1.01 2.0000.98 No1.00 237 15.71 0.94 0.00 0.94 0.97 0.372 0.393 1.01 2.0000.98 No1.00 238 15.84 0.95 0.00 0.95 0.97 0.371 0.393 1.01 2.0000.98 No1.00 239 15.86 0.95 0.00 0.95 0.97 0.371 0.393 1.01 2.0000.98 No1.00 240 15.90 0.95 0.00 0.95 0.97 0.371 0.393 1.01 2.0000.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 28 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 241 15.97 0.96 0.00 0.96 0.97 0.371 0.393 1.01 2.0000.98 No1.00 242 16.04 0.96 0.00 0.96 0.97 0.371 0.392 1.01 2.0000.98 No1.00 243 16.09 0.96 0.00 0.96 0.97 0.371 0.392 1.01 2.0000.98 No1.00 244 16.18 0.97 0.00 0.97 0.97 0.371 0.392 1.01 2.0000.98 No1.00 245 16.21 0.97 0.00 0.97 0.97 0.371 0.392 1.01 2.0000.98 No1.00 246 16.32 0.98 0.00 0.98 0.97 0.371 0.392 1.01 2.0000.98 No1.00 247 16.36 0.98 0.00 0.98 0.97 0.371 0.392 1.01 2.0000.98 No1.00 248 16.41 0.98 0.00 0.98 0.97 0.371 0.392 1.01 2.0000.98 No1.00 249 16.48 0.99 0.00 0.99 0.97 0.371 0.392 1.01 2.0000.98 No1.00 250 16.55 0.99 0.00 0.99 0.97 0.371 0.392 1.01 2.0000.98 No1.00 251 16.64 1.00 0.00 1.00 0.97 0.371 0.392 1.01 2.0000.98 No1.00 252 16.69 1.00 0.00 1.00 0.97 0.371 0.392 1.01 2.0000.98 No1.00 253 16.74 1.00 0.00 1.00 0.97 0.370 0.392 1.01 2.0000.98 No1.00 254 16.87 1.01 0.00 1.01 0.97 0.370 0.391 1.00 2.0000.98 No1.00 255 16.91 1.02 0.00 1.02 0.97 0.370 0.391 1.00 2.0000.98 No1.00 256 16.93 1.02 0.00 1.02 0.97 0.370 0.391 1.00 2.0000.98 No1.00 257 17.01 1.02 0.00 1.02 0.97 0.370 0.391 1.00 2.0000.98 No1.00 258 17.10 1.03 0.00 1.03 0.96 0.370 0.391 1.00 2.0000.98 No1.00 259 17.15 1.03 0.00 1.03 0.96 0.370 0.391 1.00 2.0000.98 No1.00 260 17.20 1.03 0.00 1.03 0.96 0.370 0.391 1.00 2.0000.98 No1.00 261 17.29 1.04 0.00 1.04 0.96 0.370 0.391 1.00 2.0000.98 No1.00 262 17.33 1.04 0.00 1.04 0.96 0.370 0.391 1.00 2.0000.98 No1.00 263 17.43 1.05 0.00 1.05 0.96 0.370 0.391 1.00 2.0000.98 No1.00 264 17.47 1.05 0.00 1.05 0.96 0.370 0.391 1.00 2.0000.98 No1.00 265 17.56 1.06 0.00 1.06 0.96 0.369 0.391 1.00 2.0000.98 No1.00 266 17.61 1.06 0.00 1.06 0.96 0.369 0.391 1.00 2.0000.98 No1.00 267 17.65 1.06 0.00 1.06 0.96 0.369 0.390 1.00 2.0000.98 No1.00 268 17.75 1.07 0.00 1.07 0.96 0.369 0.390 1.00 2.0000.98 No1.00 269 17.79 1.07 0.00 1.07 0.96 0.369 0.390 1.00 2.0000.98 No1.00 270 17.89 1.08 0.00 1.08 0.96 0.369 0.390 1.00 2.0000.98 No1.00 271 17.92 1.08 0.00 1.08 0.96 0.369 0.390 1.00 2.0000.98 No1.00 272 18.06 1.09 0.00 1.09 0.96 0.369 0.390 1.00 2.0000.98 No1.00 273 18.13 1.09 0.00 1.09 0.96 0.369 0.390 1.00 2.0000.98 No1.00 274 18.18 1.10 0.00 1.10 0.96 0.369 0.390 1.00 2.0000.98 No1.00 275 18.26 1.10 0.00 1.10 0.96 0.369 0.390 1.00 2.0000.98 No1.00 276 18.32 1.10 0.00 1.10 0.96 0.369 0.390 1.00 2.0000.98 No1.00 277 18.41 1.11 0.00 1.11 0.96 0.368 0.390 1.00 2.0000.99 No1.00 278 18.45 1.11 0.00 1.11 0.96 0.368 0.389 1.00 2.0000.99 No1.00 279 18.54 1.12 0.00 1.12 0.96 0.368 0.389 0.99 2.0000.99 No1.00 280 18.59 1.12 0.00 1.12 0.96 0.368 0.389 0.99 2.0000.99 No1.00 281 18.64 1.12 0.00 1.12 0.96 0.368 0.389 0.99 2.0000.99 No1.00 282 18.72 1.13 0.00 1.13 0.96 0.368 0.389 0.99 2.0000.99 No1.00 283 18.77 1.13 0.00 1.13 0.96 0.368 0.389 0.99 2.0000.98 No1.00 284 18.84 1.14 0.00 1.14 0.96 0.368 0.389 0.99 2.0000.98 No1.00 285 18.91 1.14 0.00 1.14 0.96 0.368 0.389 0.99 2.0000.98 No1.00 286 19.01 1.15 0.00 1.15 0.96 0.368 0.389 0.99 2.0000.98 No1.00 287 19.05 1.15 0.00 1.15 0.96 0.368 0.389 0.99 2.0000.98 No1.00 288 19.10 1.15 0.00 1.15 0.96 0.368 0.389 0.99 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 29 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 289 19.20 1.16 0.00 1.16 0.96 0.368 0.389 0.99 2.0000.99 No1.00 290 19.24 1.16 0.00 1.16 0.96 0.367 0.388 0.99 2.0000.99 No1.00 291 19.32 1.17 0.00 1.17 0.96 0.367 0.388 0.99 2.0000.99 No1.00 292 19.38 1.17 0.00 1.17 0.96 0.367 0.388 0.99 2.0000.99 No1.00 293 19.45 1.17 0.00 1.17 0.96 0.367 0.388 0.99 2.0000.99 No1.00 294 19.51 1.18 0.00 1.18 0.96 0.367 0.388 0.99 2.0000.99 No1.00 295 19.55 1.18 0.00 1.18 0.96 0.367 0.388 0.99 2.0000.99 No1.00 296 19.65 1.19 0.00 1.19 0.96 0.367 0.388 0.99 2.0000.99 No1.00 297 19.69 1.19 0.00 1.19 0.96 0.367 0.388 0.99 2.0000.99 No1.00 298 19.79 1.19 0.00 1.19 0.96 0.367 0.388 0.99 2.0000.99 No1.00 299 19.84 1.20 0.00 1.20 0.96 0.367 0.388 0.99 2.0000.99 No1.00 300 19.88 1.20 0.00 1.20 0.96 0.367 0.388 0.99 2.0000.99 No1.00 301 19.97 1.21 0.00 1.21 0.96 0.367 0.388 0.99 2.0000.99 No1.00 302 20.02 1.21 0.00 1.21 0.96 0.367 0.387 0.99 2.0000.99 No1.00 303 20.09 1.21 0.00 1.21 0.96 0.366 0.387 0.99 2.0000.99 No1.00 304 20.19 1.22 0.00 1.22 0.96 0.366 0.387 0.99 2.0000.99 No1.00 305 20.23 1.22 0.00 1.22 0.96 0.366 0.387 0.99 2.0000.99 No1.00 306 20.38 1.23 0.00 1.23 0.95 0.366 0.387 0.99 2.0000.99 No1.00 307 20.42 1.23 0.00 1.23 0.95 0.366 0.387 0.99 2.0000.99 No1.00 308 20.50 1.24 0.00 1.24 0.95 0.366 0.387 0.99 2.0000.99 No1.00 309 20.56 1.24 0.00 1.24 0.95 0.366 0.387 0.99 2.0000.99 No1.00 310 20.61 1.24 0.00 1.24 0.95 0.366 0.387 0.99 2.0000.99 No1.00 311 20.70 1.25 0.00 1.25 0.95 0.366 0.387 0.99 2.0000.99 No1.00 312 20.75 1.25 0.00 1.25 0.95 0.366 0.386 0.99 2.0000.99 No1.00 313 20.88 1.26 0.00 1.26 0.95 0.365 0.386 0.99 2.0000.99 No1.00 314 20.89 1.26 0.00 1.26 0.95 0.365 0.386 0.99 2.0000.99 No1.00 315 20.98 1.26 0.00 1.26 0.95 0.365 0.386 0.98 2.0000.99 No1.00 316 21.00 1.27 0.00 1.27 0.95 0.365 0.386 0.98 2.0000.99 No1.00 317 21.07 1.27 0.00 1.27 0.95 0.365 0.386 0.98 2.0000.99 No1.00 318 21.16 1.28 0.00 1.28 0.95 0.365 0.386 0.98 2.0000.99 No1.00 319 21.21 1.28 0.00 1.28 0.95 0.365 0.386 0.98 2.0000.99 No1.00 320 21.26 1.28 0.00 1.28 0.95 0.365 0.386 0.98 2.0000.99 No1.00 321 21.35 1.29 0.00 1.29 0.95 0.365 0.386 0.98 2.0000.99 No1.00 322 21.39 1.29 0.00 1.29 0.95 0.365 0.386 0.98 2.0000.99 No1.00 323 21.47 1.29 0.00 1.29 0.95 0.365 0.386 0.98 2.0000.99 No1.00 324 21.53 1.30 0.00 1.30 0.95 0.365 0.385 0.98 2.0000.99 No1.00 325 21.61 1.30 0.00 1.30 0.95 0.365 0.385 0.98 2.0000.99 No1.00 326 21.67 1.30 0.00 1.30 0.95 0.364 0.385 0.98 2.0000.99 No1.00 327 21.75 1.31 0.00 1.31 0.95 0.364 0.385 0.98 2.0000.99 No1.00 328 21.80 1.31 0.00 1.31 0.95 0.364 0.385 0.98 2.0000.99 No1.00 329 21.88 1.32 0.00 1.32 0.95 0.364 0.385 0.98 2.0000.99 No1.00 330 21.94 1.32 0.00 1.32 0.95 0.364 0.385 0.98 2.0000.99 No1.00 331 21.99 1.32 0.00 1.32 0.95 0.364 0.385 0.98 2.0000.99 No1.00 332 22.08 1.33 0.00 1.33 0.95 0.364 0.385 0.98 2.0000.99 No1.00 333 22.12 1.33 0.00 1.33 0.95 0.364 0.385 0.98 2.0000.99 No1.00 334 22.22 1.34 0.00 1.34 0.95 0.364 0.385 0.98 2.0000.99 No1.00 335 22.27 1.34 0.00 1.34 0.95 0.364 0.384 0.98 2.0000.99 No1.00 336 22.31 1.34 0.00 1.34 0.95 0.364 0.384 0.98 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 30 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 337 22.40 1.35 0.00 1.35 0.95 0.364 0.384 0.98 2.0000.99 No1.00 338 22.46 1.35 0.00 1.35 0.95 0.363 0.384 0.98 2.0000.99 No1.00 339 22.55 1.35 0.00 1.35 0.95 0.363 0.384 0.98 2.0000.99 No1.00 340 22.64 1.36 0.00 1.36 0.95 0.363 0.384 0.98 2.0000.99 No1.00 341 22.69 1.36 0.00 1.36 0.95 0.363 0.384 0.98 2.0000.99 No1.00 342 22.74 1.37 0.00 1.37 0.95 0.363 0.384 0.98 2.0000.99 No1.00 343 22.77 1.37 0.00 1.37 0.95 0.363 0.384 0.98 2.0000.99 No1.00 344 22.88 1.37 0.00 1.37 0.95 0.363 0.384 0.98 2.0000.99 No1.00 345 22.91 1.38 0.00 1.38 0.95 0.363 0.384 0.98 2.0000.99 No1.00 346 22.97 1.38 0.00 1.38 0.95 0.363 0.384 0.98 2.0000.99 No1.00 347 23.06 1.38 0.00 1.38 0.95 0.363 0.383 0.98 2.0000.99 No1.00 348 23.11 1.39 0.00 1.39 0.95 0.363 0.383 0.98 2.0000.99 No1.00 349 23.25 1.39 0.00 1.39 0.95 0.362 0.383 0.98 2.0000.99 No1.00 350 23.28 1.40 0.00 1.40 0.94 0.362 0.383 0.98 2.0000.99 No1.00 351 23.34 1.40 0.00 1.40 0.94 0.362 0.383 0.98 2.0000.99 No1.00 352 23.43 1.41 0.00 1.41 0.94 0.362 0.383 0.98 2.0000.99 No1.00 353 23.48 1.41 0.00 1.41 0.94 0.362 0.383 0.98 2.0000.99 No1.00 354 23.52 1.41 0.00 1.41 0.94 0.362 0.383 0.98 2.0000.99 No1.00 355 23.57 1.41 0.00 1.41 0.94 0.362 0.383 0.98 2.0000.99 No1.00 356 23.64 1.42 0.00 1.42 0.94 0.362 0.383 0.98 2.0000.99 No1.00 357 23.71 1.42 0.00 1.42 0.94 0.362 0.382 0.98 2.0000.99 No1.00 358 23.80 1.43 0.00 1.43 0.94 0.362 0.382 0.98 2.0000.99 No1.00 359 23.84 1.43 0.00 1.43 0.94 0.362 0.382 0.97 2.0000.99 No1.00 360 23.89 1.43 0.00 1.43 0.94 0.362 0.382 0.97 2.0000.99 No1.00 361 23.98 1.44 0.00 1.44 0.94 0.361 0.382 0.97 2.0000.99 No1.00 362 24.03 1.44 0.00 1.44 0.94 0.361 0.382 0.97 2.0000.99 No1.00 363 24.09 1.44 0.00 1.44 0.94 0.361 0.382 0.97 2.0000.99 No1.00 364 24.17 1.45 0.00 1.45 0.94 0.361 0.382 0.97 2.0000.99 No1.00 365 24.22 1.45 0.00 1.45 0.94 0.361 0.382 0.97 2.0000.99 No1.00 366 24.30 1.46 0.00 1.46 0.94 0.361 0.382 0.97 2.0000.99 No1.00 367 24.35 1.46 0.00 1.46 0.94 0.361 0.382 0.97 2.0000.99 No1.00 368 24.44 1.46 0.00 1.46 0.94 0.361 0.381 0.97 2.0000.99 No1.00 369 24.49 1.47 0.00 1.47 0.94 0.361 0.381 0.97 2.0000.99 No1.00 370 24.58 1.47 0.00 1.47 0.94 0.361 0.381 0.97 2.0000.99 No1.00 371 24.63 1.47 0.00 1.47 0.94 0.361 0.381 0.97 2.0000.99 No1.00 372 24.67 1.48 0.00 1.48 0.94 0.361 0.381 0.97 2.0000.99 No1.00 373 24.77 1.48 0.00 1.48 0.94 0.360 0.381 0.97 2.0000.99 No1.00 374 24.81 1.48 0.00 1.48 0.94 0.360 0.381 0.97 2.0000.99 No1.00 375 24.91 1.49 0.00 1.49 0.94 0.360 0.381 0.97 2.0000.99 No1.00 376 24.95 1.49 0.00 1.49 0.94 0.360 0.381 0.97 2.0000.99 No1.00 377 25.05 1.50 0.00 1.50 0.94 0.360 0.381 0.97 2.0000.99 No1.00 378 25.09 1.50 0.00 1.50 0.94 0.360 0.381 0.97 2.0000.99 No1.00 379 25.14 1.50 0.00 1.50 0.94 0.360 0.380 0.97 2.0000.99 No1.00 380 25.23 1.51 0.00 1.51 0.94 0.360 0.380 0.97 2.0000.99 No1.00 381 25.27 1.51 0.00 1.51 0.94 0.360 0.380 0.97 2.0000.99 No1.00 382 25.36 1.52 0.00 1.52 0.94 0.360 0.380 0.97 2.0000.99 No1.00 383 25.41 1.52 0.00 1.52 0.94 0.360 0.380 0.97 2.0000.99 No1.00 384 25.46 1.52 0.00 1.52 0.94 0.360 0.380 0.97 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 31 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 385 25.54 1.53 0.00 1.53 0.94 0.359 0.380 0.97 2.0000.99 No1.00 386 25.60 1.53 0.00 1.53 0.94 0.359 0.380 0.97 2.0000.99 No1.00 387 25.67 1.53 0.00 1.53 0.94 0.359 0.380 0.97 2.0000.99 No1.00 388 25.73 1.54 0.00 1.54 0.94 0.359 0.380 0.97 2.0000.99 No1.00 389 25.79 1.54 0.00 1.54 0.94 0.359 0.380 0.97 2.0000.99 No1.00 390 25.87 1.54 0.00 1.54 0.94 0.359 0.379 0.97 2.0000.99 No1.00 391 25.97 1.55 0.00 1.55 0.94 0.359 0.379 0.97 2.0000.99 No1.00 392 25.99 1.55 0.00 1.55 0.94 0.359 0.379 0.97 2.0000.99 No1.00 393 26.06 1.56 0.00 1.56 0.94 0.359 0.379 0.97 2.0000.99 No1.00 394 26.16 1.56 0.00 1.56 0.94 0.359 0.379 0.97 2.0000.99 No1.00 395 26.20 1.56 0.00 1.56 0.93 0.359 0.379 0.97 2.0000.99 No1.00 396 26.29 1.57 0.00 1.57 0.93 0.358 0.379 0.97 2.0000.99 No1.00 397 26.33 1.57 0.00 1.57 0.93 0.358 0.379 0.97 2.0000.99 No1.00 398 26.42 1.58 0.00 1.58 0.93 0.358 0.379 0.97 2.0000.99 No1.00 399 26.47 1.58 0.00 1.58 0.93 0.358 0.379 0.97 2.0000.99 No1.00 400 26.52 1.58 0.00 1.58 0.93 0.358 0.379 0.97 2.0000.99 No1.00 401 26.61 1.59 0.00 1.59 0.93 0.358 0.378 0.97 2.0000.99 No1.00 402 26.65 1.59 0.00 1.59 0.93 0.358 0.378 0.96 2.0000.99 No1.00 403 26.74 1.60 0.00 1.60 0.93 0.358 0.378 0.96 2.0000.99 No1.00 404 26.79 1.60 0.00 1.60 0.93 0.358 0.378 0.96 2.0000.99 No1.00 405 26.84 1.60 0.00 1.60 0.93 0.358 0.378 0.96 2.0000.99 No1.00 406 26.91 1.61 0.00 1.61 0.93 0.358 0.378 0.96 2.0000.99 No1.00 407 26.98 1.61 0.00 1.61 0.93 0.357 0.378 0.96 2.0000.99 No1.00 408 27.07 1.62 0.00 1.61 0.93 0.358 0.378 0.96 0.3760.99 No1.00 409 27.12 1.62 0.00 1.62 0.93 0.358 0.379 0.96 0.3760.99 No1.00 410 27.21 1.62 0.01 1.62 0.93 0.359 0.379 0.96 0.3770.99 No1.00 411 27.25 1.63 0.01 1.62 0.93 0.359 0.379 0.96 0.3770.99 No1.00 412 27.30 1.63 0.01 1.62 0.93 0.359 0.380 0.96 0.3770.99 No1.00 413 27.44 1.64 0.01 1.62 0.93 0.360 0.380 0.96 0.3770.99 No1.00 414 27.49 1.64 0.02 1.63 0.93 0.360 0.381 0.96 0.3770.99 No1.00 415 27.52 1.64 0.02 1.63 0.93 0.360 0.381 0.96 0.3770.99 No1.00 416 27.58 1.65 0.02 1.63 0.93 0.361 0.381 0.96 0.3780.99 No1.00 417 27.63 1.65 0.02 1.63 0.93 0.361 0.381 0.96 0.3780.99 No1.00 418 27.73 1.65 0.02 1.63 0.93 0.361 0.382 0.96 0.3780.99 No1.00 419 27.77 1.66 0.02 1.63 0.93 0.362 0.382 0.96 0.3790.99 No1.00 420 27.84 1.66 0.03 1.63 0.93 0.362 0.383 0.96 0.3790.99 No1.00 421 27.91 1.67 0.03 1.64 0.93 0.362 0.383 0.96 0.3800.99 No1.00 422 27.96 1.67 0.03 1.64 0.93 0.363 0.383 0.96 0.3800.99 No1.00 423 28.05 1.67 0.03 1.64 0.93 0.363 0.384 0.96 0.3810.99 No1.00 424 28.10 1.68 0.03 1.64 0.93 0.363 0.384 0.96 0.3810.99 No1.00 425 28.20 1.68 0.04 1.64 0.93 0.364 0.385 0.96 0.3820.99 No1.00 426 28.24 1.68 0.04 1.65 0.93 0.364 0.385 0.96 0.3820.99 No1.00 427 28.32 1.69 0.04 1.65 0.93 0.365 0.385 0.96 0.3820.99 No1.00 428 28.37 1.69 0.04 1.65 0.93 0.365 0.386 0.96 0.3830.99 No1.00 429 28.45 1.70 0.05 1.65 0.93 0.365 0.386 0.96 0.3830.99 No1.00 430 28.56 1.70 0.05 1.65 0.93 0.366 0.387 0.96 0.3840.99 No1.00 431 28.65 1.71 0.05 1.66 0.93 0.366 0.387 0.96 0.3850.99 No1.00 432 28.69 1.71 0.05 1.66 0.93 0.366 0.387 0.96 0.3850.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 32 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 433 28.74 1.71 0.05 1.66 0.93 0.367 0.388 0.96 0.3850.99 No1.00 434 28.81 1.72 0.06 1.66 0.93 0.367 0.388 0.96 0.3860.99 No1.00 435 28.88 1.72 0.06 1.66 0.93 0.367 0.388 0.96 0.3860.99 No1.00 436 28.97 1.73 0.06 1.67 0.92 0.368 0.389 0.96 0.3870.99 No1.00 437 29.02 1.73 0.06 1.67 0.92 0.368 0.389 0.96 0.3870.99 No1.00 438 29.11 1.74 0.07 1.67 0.92 0.368 0.390 0.96 0.3880.99 No1.00 439 29.14 1.74 0.07 1.67 0.92 0.369 0.390 0.96 0.3880.99 No1.00 440 29.25 1.74 0.07 1.67 0.92 0.369 0.390 0.96 0.3890.99 No1.00 441 29.27 1.75 0.07 1.67 0.92 0.369 0.390 0.96 0.3890.99 No1.00 442 29.34 1.75 0.07 1.68 0.92 0.370 0.391 0.96 0.3900.99 No1.00 443 29.41 1.75 0.08 1.68 0.92 0.370 0.391 0.96 0.3900.99 No1.00 444 29.48 1.76 0.08 1.68 0.92 0.370 0.391 0.96 0.3900.99 No1.00 445 29.56 1.76 0.08 1.68 0.92 0.371 0.392 0.96 0.3900.99 No1.00 446 29.62 1.77 0.08 1.68 0.92 0.371 0.392 0.96 0.3910.99 No1.00 447 29.67 1.77 0.08 1.69 0.92 0.371 0.392 0.96 0.3910.99 No1.00 448 29.75 1.77 0.09 1.69 0.92 0.372 0.393 0.96 0.3920.99 No1.00 449 29.81 1.78 0.09 1.69 0.92 0.372 0.393 0.96 0.3920.99 No1.00 450 29.89 1.78 0.09 1.69 0.92 0.372 0.393 0.96 0.3920.99 No1.00 451 29.94 1.78 0.09 1.69 0.92 0.372 0.394 0.96 0.3920.99 No1.00 452 29.99 1.79 0.09 1.69 0.92 0.373 0.394 0.96 0.3920.99 No1.00 453 30.07 1.79 0.10 1.70 0.92 0.373 0.394 0.96 0.3920.99 No1.00 454 30.13 1.80 0.10 1.70 0.92 0.373 0.395 0.96 0.3930.99 No1.00 455 30.22 1.80 0.10 1.70 0.92 0.374 0.395 0.96 0.3930.99 No1.00 456 30.27 1.80 0.10 1.70 0.92 0.374 0.395 0.96 0.3940.99 No1.00 457 30.32 1.81 0.10 1.70 0.92 0.374 0.396 0.96 0.3940.99 No1.00 458 30.42 1.81 0.11 1.71 0.92 0.375 0.396 0.96 0.3940.99 No1.00 459 30.46 1.82 0.11 1.71 0.92 0.375 0.396 0.96 0.3940.99 No1.00 460 30.54 1.82 0.11 1.71 0.92 0.375 0.397 0.96 0.3950.99 No1.00 461 30.59 1.82 0.11 1.71 0.92 0.375 0.397 0.96 0.3950.99 No1.00 462 30.68 1.83 0.11 1.71 0.92 0.376 0.397 0.96 0.3950.99 No1.00 463 30.77 1.83 0.12 1.72 0.92 0.376 0.398 0.96 0.3960.99 No1.00 464 30.82 1.84 0.12 1.72 0.92 0.377 0.398 0.96 0.3960.99 No1.00 465 30.86 1.84 0.12 1.72 0.92 0.377 0.398 0.96 0.3960.99 No1.00 466 30.92 1.84 0.12 1.72 0.92 0.377 0.398 0.96 0.3960.99 No1.00 467 31.00 1.85 0.12 1.72 0.92 0.377 0.399 0.96 0.3970.99 No1.00 468 31.04 1.85 0.13 1.72 0.92 0.378 0.399 0.96 0.3970.99 No1.00 469 31.14 1.85 0.13 1.72 0.92 0.378 0.400 0.96 0.3970.99 No1.00 470 31.19 1.86 0.13 1.73 0.92 0.378 0.400 0.96 0.3980.99 No1.00 471 31.28 1.86 0.13 1.73 0.92 0.379 0.400 0.96 0.3980.99 No1.00 472 31.32 1.86 0.13 1.73 0.92 0.379 0.400 0.96 0.3980.99 No1.00 473 31.37 1.87 0.14 1.73 0.92 0.379 0.401 0.96 0.3990.99 No1.00 474 31.46 1.87 0.14 1.73 0.92 0.379 0.401 0.96 0.3990.99 No1.00 475 31.50 1.87 0.14 1.73 0.92 0.380 0.401 0.96 0.3990.99 No1.00 476 31.60 1.88 0.14 1.74 0.92 0.380 0.402 0.96 0.4000.99 No1.00 477 31.65 1.88 0.15 1.74 0.91 0.380 0.402 0.96 0.4000.99 No1.00 478 31.69 1.89 0.15 1.74 0.91 0.380 0.402 0.96 0.4000.99 No1.00 479 31.78 1.89 0.15 1.74 0.91 0.381 0.402 0.96 0.4000.99 No1.00 480 31.83 1.89 0.15 1.74 0.91 0.381 0.403 0.96 0.4010.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 33 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 481 31.92 1.90 0.15 1.74 0.91 0.381 0.403 0.96 0.4010.99 No1.00 482 31.97 1.90 0.16 1.75 0.91 0.382 0.403 0.96 0.4010.99 No1.00 483 32.02 1.90 0.16 1.75 0.91 0.382 0.404 0.96 0.4020.99 No1.00 484 32.11 1.91 0.16 1.75 0.91 0.382 0.404 0.96 0.4020.99 No1.00 485 32.15 1.91 0.16 1.75 0.91 0.382 0.404 0.96 0.4030.99 No1.00 486 32.24 1.92 0.16 1.75 0.91 0.383 0.405 0.96 0.4040.99 No1.00 487 32.28 1.92 0.16 1.75 0.91 0.383 0.405 0.96 0.4040.99 No1.00 488 32.36 1.92 0.17 1.76 0.91 0.383 0.405 0.96 0.4050.99 No1.00 489 32.44 1.93 0.17 1.76 0.91 0.384 0.405 0.96 0.4050.99 No1.00 490 32.48 1.93 0.17 1.76 0.91 0.384 0.406 0.96 0.4060.99 No1.00 491 32.58 1.94 0.17 1.76 0.91 0.384 0.406 0.96 0.4060.99 No1.00 492 32.62 1.94 0.18 1.76 0.91 0.384 0.406 0.96 0.4070.99 No1.00 493 32.71 1.94 0.18 1.77 0.91 0.385 0.407 0.95 0.4080.99 No1.00 494 32.76 1.95 0.18 1.77 0.91 0.385 0.407 0.95 0.4080.99 No1.00 495 32.85 1.95 0.18 1.77 0.91 0.385 0.407 0.95 0.4100.99 No1.00 496 32.90 1.95 0.18 1.77 0.91 0.385 0.407 0.95 0.4100.99 No1.00 497 32.99 1.96 0.19 1.77 0.91 0.386 0.408 0.95 0.4110.99 No1.00 498 33.02 1.96 0.19 1.77 0.91 0.386 0.408 0.95 0.4120.99 No1.00 499 33.09 1.97 0.19 1.78 0.91 0.386 0.408 0.95 0.4130.99 No1.00 500 33.16 1.97 0.19 1.78 0.91 0.386 0.408 0.95 0.4140.99 No1.00 501 33.26 1.98 0.20 1.78 0.91 0.387 0.409 0.95 0.4140.99 No1.00 502 33.31 1.98 0.20 1.78 0.91 0.387 0.409 0.95 0.4130.99 No1.00 503 33.36 1.98 0.20 1.78 0.91 0.387 0.409 0.95 0.4130.99 No1.00 504 33.41 1.99 0.20 1.79 0.91 0.387 0.409 0.95 0.4130.99 No1.00 505 33.50 1.99 0.20 1.79 0.91 0.388 0.410 0.95 0.4140.99 No1.00 506 33.53 1.99 0.20 1.79 0.91 0.388 0.410 0.95 0.4140.99 No1.00 507 33.63 2.00 0.21 1.79 0.91 0.388 0.410 0.95 0.4170.98 No1.00 508 33.68 2.00 0.21 1.79 0.91 0.388 0.410 0.94 0.4190.98 No1.00 509 33.73 2.01 0.21 1.80 0.91 0.389 0.411 0.94 0.4200.98 No1.00 510 33.82 2.01 0.21 1.80 0.91 0.389 0.411 0.94 0.4210.98 No1.00 511 33.88 2.02 0.21 1.80 0.91 0.389 0.411 0.94 0.4220.98 No1.00 512 34.01 2.02 0.22 1.80 0.91 0.390 0.412 0.94 0.4260.98 No1.00 513 34.05 2.03 0.22 1.81 0.91 0.390 0.412 0.94 0.4270.98 No1.00 514 34.09 2.03 0.22 1.81 0.91 0.390 0.412 0.94 0.4270.98 No1.00 515 34.15 2.03 0.22 1.81 0.91 0.390 0.412 0.93 0.4300.97 No1.00 516 34.19 2.03 0.22 1.81 0.91 0.390 0.412 0.93 0.4310.97 No1.00 517 34.29 2.04 0.23 1.81 0.90 0.391 0.413 0.93 0.4340.97 No1.00 518 34.33 2.04 0.23 1.81 0.90 0.391 0.413 0.93 0.4340.97 No1.00 519 34.38 2.05 0.23 1.82 0.90 0.391 0.413 0.93 0.4350.97 No1.00 520 34.46 2.05 0.23 1.82 0.90 0.391 0.413 0.93 0.4370.97 No1.00 521 34.52 2.06 0.23 1.82 0.90 0.391 0.414 0.92 0.4380.97 No1.00 522 34.60 2.06 0.24 1.82 0.90 0.392 0.414 0.92 0.4390.97 No1.00 523 34.65 2.06 0.24 1.82 0.90 0.392 0.414 0.92 0.4400.97 No1.00 524 34.83 2.07 0.24 1.83 0.90 0.392 0.415 0.93 0.4350.97 No1.00 525 34.84 2.07 0.24 1.83 0.90 0.392 0.415 0.93 0.4350.97 No1.00 526 34.88 2.08 0.25 1.83 0.90 0.393 0.415 0.93 0.4340.97 No1.00 527 34.93 2.08 0.25 1.83 0.90 0.393 0.415 0.93 0.4340.97 No1.00 528 35.00 2.09 0.25 1.84 0.90 0.393 0.415 0.94 0.4300.98 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 34 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 529 35.07 2.09 0.25 1.84 0.90 0.393 0.416 0.93 0.4310.98 No1.00 530 35.12 2.09 0.25 1.84 0.90 0.393 0.416 0.93 0.4310.98 No1.00 531 35.19 2.10 0.26 1.84 0.90 0.394 0.416 0.94 0.4270.98 No1.00 532 35.25 2.10 0.26 1.84 0.90 0.394 0.416 0.94 0.4250.98 No1.00 533 35.34 2.11 0.26 1.85 0.90 0.394 0.417 0.95 0.4230.99 No1.00 534 35.39 2.11 0.26 1.85 0.90 0.394 0.417 0.95 0.4230.99 No1.00 535 35.44 2.11 0.26 1.85 0.90 0.395 0.417 0.95 0.4220.99 No1.00 536 35.52 2.12 0.27 1.85 0.90 0.395 0.417 0.95 0.4220.99 No1.00 537 35.57 2.12 0.27 1.85 0.90 0.395 0.417 0.95 0.4210.99 No1.00 538 35.67 2.13 0.27 1.86 0.90 0.395 0.418 0.95 0.4200.99 No1.00 539 35.71 2.13 0.27 1.86 0.90 0.395 0.418 0.95 0.4200.99 No1.00 540 35.80 2.13 0.27 1.86 0.90 0.396 0.418 0.95 0.4210.99 No1.00 541 35.85 2.14 0.28 1.86 0.90 0.396 0.418 0.95 0.4210.99 No1.00 542 35.90 2.14 0.28 1.86 0.90 0.396 0.419 0.95 0.4210.99 No1.00 543 35.99 2.15 0.28 1.87 0.90 0.396 0.419 0.95 0.4200.99 No1.00 544 36.03 2.15 0.28 1.87 0.90 0.396 0.419 0.95 0.4210.99 No1.00 545 36.18 2.16 0.29 1.87 0.90 0.397 0.420 0.95 0.4210.99 No1.00 546 36.27 2.16 0.29 1.87 0.90 0.397 0.420 0.95 0.4220.99 No1.00 547 36.30 2.16 0.29 1.87 0.90 0.397 0.420 0.95 0.4220.99 No1.00 548 36.41 2.17 0.29 1.88 0.90 0.398 0.420 0.95 0.4230.99 No1.00 549 36.45 2.17 0.29 1.88 0.90 0.398 0.420 0.95 0.4230.99 No1.00 550 36.49 2.18 0.30 1.88 0.90 0.398 0.421 0.95 0.4240.99 No1.00 551 36.56 2.18 0.30 1.88 0.90 0.398 0.421 0.95 0.4240.99 No1.00 552 36.63 2.18 0.30 1.88 0.90 0.398 0.421 0.95 0.4250.99 No1.00 553 36.69 2.19 0.30 1.89 0.90 0.399 0.421 0.95 0.4260.99 No1.00 554 36.77 2.19 0.30 1.89 0.90 0.399 0.422 0.95 0.4260.99 No1.00 555 36.82 2.20 0.31 1.89 0.90 0.399 0.422 0.95 0.4260.99 No1.00 556 36.93 2.20 0.31 1.89 0.89 0.399 0.422 0.95 0.4260.99 No1.00 557 36.96 2.20 0.31 1.89 0.89 0.399 0.422 0.95 0.4270.99 No1.00 558 37.02 2.21 0.31 1.90 0.89 0.400 0.422 0.95 0.4270.99 No1.00 559 37.07 2.21 0.31 1.90 0.89 0.400 0.422 0.95 0.4270.99 No1.00 560 37.16 2.22 0.32 1.90 0.89 0.400 0.423 0.95 0.4270.99 No1.00 561 37.25 2.22 0.32 1.90 0.89 0.400 0.423 0.95 0.4260.99 No1.00 562 37.29 2.23 0.32 1.90 0.89 0.400 0.423 0.95 0.4260.99 No1.00 563 37.35 2.23 0.32 1.91 0.89 0.400 0.423 0.95 0.4260.99 No1.00 564 37.43 2.23 0.33 1.91 0.89 0.401 0.424 0.95 0.4250.99 No1.00 565 37.48 2.24 0.33 1.91 0.89 0.401 0.424 0.95 0.4250.99 No1.00 566 37.57 2.24 0.33 1.91 0.89 0.401 0.424 0.95 0.4250.99 No1.00 567 37.66 2.25 0.33 1.91 0.89 0.401 0.424 0.95 0.4250.99 No1.00 568 37.69 2.25 0.33 1.92 0.89 0.401 0.424 0.95 0.4260.99 No1.00 569 37.76 2.25 0.34 1.92 0.89 0.402 0.425 0.95 0.4260.99 No1.00 570 37.80 2.25 0.34 1.92 0.89 0.402 0.425 0.95 0.4260.99 No1.00 571 37.90 2.26 0.34 1.92 0.89 0.402 0.425 0.95 0.4260.99 No1.00 572 37.98 2.27 0.34 1.92 0.89 0.402 0.425 0.95 0.4260.99 No1.00 573 38.03 2.27 0.34 1.92 0.89 0.402 0.425 0.95 0.4270.99 No1.00 574 38.08 2.27 0.35 1.92 0.89 0.403 0.426 0.95 0.4270.99 No1.00 575 38.12 2.27 0.35 1.93 0.89 0.403 0.426 0.95 0.4270.99 No1.00 576 38.22 2.28 0.35 1.93 0.89 0.403 0.426 0.95 0.4270.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 35 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 577 38.26 2.28 0.35 1.93 0.89 0.403 0.426 0.95 0.4280.99 No1.00 578 38.36 2.29 0.35 1.93 0.89 0.403 0.426 0.95 0.4280.99 No1.00 579 38.41 2.29 0.36 1.93 0.89 0.404 0.427 0.95 0.4280.99 No1.00 580 38.51 2.29 0.36 1.94 0.89 0.404 0.427 0.95 0.4280.99 No1.00 581 38.54 2.30 0.36 1.94 0.89 0.404 0.427 0.95 0.4280.99 No1.00 582 38.59 2.30 0.36 1.94 0.89 0.404 0.427 0.95 0.4290.99 No1.00 583 38.65 2.30 0.36 1.94 0.89 0.404 0.427 0.95 0.4290.99 No1.00 584 38.72 2.31 0.37 1.94 0.89 0.405 0.428 0.95 0.4290.99 No1.00 585 38.81 2.31 0.37 1.94 0.89 0.405 0.428 0.95 0.4290.99 No1.00 586 38.86 2.31 0.37 1.94 0.89 0.405 0.428 0.95 0.4290.99 No1.00 587 39.00 2.32 0.37 1.95 0.89 0.405 0.428 0.95 0.4300.99 No1.00 588 39.01 2.32 0.37 1.95 0.89 0.405 0.428 0.95 0.4300.99 No1.00 589 39.05 2.32 0.38 1.95 0.89 0.405 0.429 0.95 0.4300.99 No1.00 590 39.13 2.33 0.38 1.95 0.89 0.406 0.429 0.95 0.4300.99 No1.00 591 39.19 2.33 0.38 1.95 0.89 0.406 0.429 0.95 0.4310.99 No1.00 592 39.24 2.33 0.38 1.95 0.89 0.406 0.429 0.95 0.4310.99 No1.00 593 39.37 2.34 0.39 1.96 0.88 0.406 0.430 0.95 0.4310.99 No1.00 594 39.41 2.34 0.39 1.96 0.88 0.406 0.430 0.95 0.4320.99 No1.00 595 39.46 2.35 0.39 1.96 0.88 0.407 0.430 0.95 0.4320.99 No1.00 596 39.51 2.35 0.39 1.96 0.88 0.407 0.430 0.95 0.4320.99 No1.00 597 39.60 2.35 0.39 1.96 0.88 0.407 0.430 0.95 0.4320.99 No1.00 598 39.65 2.36 0.39 1.96 0.88 0.407 0.430 0.95 0.4320.99 No1.00 599 39.73 2.36 0.40 1.96 0.88 0.407 0.431 0.95 0.4320.99 No1.00 600 39.79 2.36 0.40 1.97 0.88 0.407 0.431 0.95 0.4330.99 No1.00 601 39.87 2.37 0.40 1.97 0.88 0.408 0.431 0.95 0.4330.99 No1.00 602 39.92 2.37 0.40 1.97 0.88 0.408 0.431 0.95 0.4330.99 No1.00 603 39.97 2.37 0.40 1.97 0.88 0.408 0.431 0.95 0.4330.99 No1.00 604 40.05 2.38 0.41 1.97 0.88 0.408 0.432 0.95 0.4330.99 No1.00 605 40.10 2.38 0.41 1.97 0.88 0.408 0.432 0.95 0.4340.99 No1.00 606 40.19 2.39 0.41 1.97 0.88 0.409 0.432 0.95 0.4340.99 No1.00 607 40.24 2.39 0.41 1.98 0.88 0.409 0.432 0.95 0.4340.99 No1.00 608 40.33 2.39 0.42 1.98 0.88 0.409 0.432 0.95 0.4340.99 No1.00 609 40.38 2.40 0.42 1.98 0.88 0.409 0.432 0.95 0.4350.99 No1.00 610 40.44 2.40 0.42 1.98 0.88 0.409 0.433 0.95 0.4350.99 No1.00 611 40.52 2.40 0.42 1.98 0.88 0.409 0.433 0.95 0.4350.99 No1.00 612 40.55 2.41 0.42 1.98 0.88 0.410 0.433 0.95 0.4350.99 No1.00 613 40.66 2.41 0.43 1.99 0.88 0.410 0.433 0.95 0.4350.99 No1.00 614 40.71 2.41 0.43 1.99 0.88 0.410 0.433 0.95 0.4350.99 No1.00 615 40.79 2.42 0.43 1.99 0.88 0.410 0.434 0.95 0.4360.99 No1.00 616 40.84 2.42 0.43 1.99 0.88 0.410 0.434 0.95 0.4360.99 No1.00 617 40.88 2.42 0.43 1.99 0.88 0.410 0.434 0.95 0.4360.99 No1.00 618 40.98 2.43 0.44 1.99 0.88 0.411 0.434 0.95 0.4360.99 No1.00 619 41.02 2.43 0.44 1.99 0.88 0.411 0.434 0.95 0.4360.99 No1.00 620 41.11 2.44 0.44 2.00 0.88 0.411 0.434 0.95 0.4370.99 No1.00 621 41.16 2.44 0.44 2.00 0.88 0.411 0.435 0.95 0.4370.99 No1.00 622 41.21 2.44 0.44 2.00 0.88 0.411 0.435 0.95 0.4370.99 No1.00 623 41.30 2.45 0.45 2.00 0.88 0.411 0.435 0.95 0.4370.99 No1.00 624 41.35 2.45 0.45 2.00 0.88 0.412 0.435 0.95 0.4380.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 36 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 625 41.43 2.45 0.45 2.00 0.88 0.412 0.435 0.95 0.4380.99 No1.00 626 41.48 2.46 0.45 2.00 0.88 0.412 0.435 0.95 0.4380.99 No1.00 627 41.55 2.46 0.45 2.01 0.88 0.412 0.436 0.95 0.4380.99 No1.00 628 41.62 2.46 0.46 2.01 0.88 0.412 0.436 0.95 0.4390.99 No1.00 629 41.67 2.47 0.46 2.01 0.88 0.412 0.436 0.95 0.4390.99 No1.00 630 41.76 2.47 0.46 2.01 0.88 0.413 0.436 0.95 0.4390.99 No1.00 631 41.81 2.47 0.46 2.01 0.88 0.413 0.436 0.95 0.4390.99 No1.00 632 41.90 2.48 0.46 2.01 0.87 0.413 0.436 0.95 0.4390.99 No1.00 633 41.94 2.48 0.47 2.01 0.87 0.413 0.437 0.95 0.4390.99 No1.00 634 42.03 2.49 0.47 2.02 0.87 0.413 0.437 0.95 0.4400.99 No1.00 635 42.08 2.49 0.47 2.02 0.87 0.413 0.437 0.95 0.4400.99 No1.00 636 42.17 2.49 0.47 2.02 0.87 0.414 0.437 0.95 0.4400.99 No1.00 637 42.22 2.50 0.47 2.02 0.87 0.414 0.437 0.95 0.4400.99 No1.00 638 42.31 2.50 0.48 2.02 0.87 0.414 0.438 0.95 0.4400.99 No1.00 639 42.36 2.50 0.48 2.02 0.87 0.414 0.438 0.95 0.4400.99 No1.00 640 42.41 2.51 0.48 2.02 0.87 0.414 0.438 0.95 0.4400.99 No1.00 641 42.46 2.51 0.48 2.03 0.87 0.414 0.438 0.95 0.4410.99 No1.00 642 42.55 2.51 0.49 2.03 0.87 0.414 0.438 0.95 0.4410.99 No1.00 643 42.60 2.52 0.49 2.03 0.87 0.415 0.438 0.95 0.4410.99 No1.00 644 42.66 2.52 0.49 2.03 0.87 0.415 0.438 0.95 0.4410.99 No1.00 645 42.74 2.52 0.49 2.03 0.87 0.415 0.439 0.95 0.4420.99 No1.00 646 42.83 2.53 0.49 2.03 0.87 0.415 0.439 0.95 0.4420.99 No1.00 647 42.87 2.53 0.50 2.04 0.87 0.415 0.439 0.95 0.4420.99 No1.00 648 42.92 2.53 0.50 2.04 0.87 0.415 0.439 0.95 0.4420.99 No1.00 649 43.01 2.54 0.50 2.04 0.87 0.415 0.439 0.95 0.4430.99 No1.00 650 43.06 2.54 0.50 2.04 0.87 0.416 0.439 0.95 0.4430.99 No1.00 651 43.15 2.55 0.50 2.04 0.87 0.416 0.440 0.95 0.4430.99 No1.00 652 43.20 2.55 0.51 2.04 0.87 0.416 0.440 0.95 0.4430.99 No1.00 653 43.24 2.55 0.51 2.04 0.87 0.416 0.440 0.95 0.4430.99 No1.00 654 43.34 2.56 0.51 2.05 0.87 0.416 0.440 0.95 0.4430.99 No1.00 655 43.38 2.56 0.51 2.05 0.87 0.416 0.440 0.95 0.4430.99 No1.00 656 43.52 2.57 0.52 2.05 0.87 0.417 0.440 0.95 0.4440.99 No1.00 657 43.54 2.57 0.52 2.05 0.87 0.417 0.440 0.95 0.4440.99 No1.00 658 43.61 2.57 0.52 2.05 0.87 0.417 0.441 0.95 0.4440.99 No1.00 659 43.64 2.57 0.52 2.05 0.87 0.417 0.441 0.95 0.4450.99 No1.00 660 43.75 2.58 0.52 2.06 0.87 0.417 0.441 0.95 0.4450.99 No1.00 661 43.79 2.58 0.52 2.06 0.87 0.417 0.441 0.95 0.4450.99 No1.00 662 43.84 2.59 0.53 2.06 0.87 0.417 0.441 0.95 0.4450.99 No1.00 663 43.94 2.59 0.53 2.06 0.87 0.417 0.441 0.95 0.4450.99 No1.00 664 43.98 2.59 0.53 2.06 0.87 0.418 0.441 0.95 0.4450.99 No1.00 665 44.07 2.60 0.53 2.07 0.87 0.418 0.442 0.95 0.4460.99 No1.00 666 44.13 2.60 0.53 2.07 0.87 0.418 0.442 0.95 0.4460.99 No1.00 667 44.16 2.60 0.54 2.07 0.87 0.418 0.442 0.95 0.4460.99 No1.00 668 44.23 2.61 0.54 2.07 0.87 0.418 0.442 0.95 0.4460.99 No1.00 669 44.30 2.61 0.54 2.07 0.87 0.418 0.442 0.95 0.4460.99 No1.00 670 44.38 2.62 0.54 2.07 0.86 0.418 0.442 0.95 0.4460.99 No1.00 671 44.44 2.62 0.54 2.07 0.86 0.418 0.442 0.95 0.4470.99 No1.00 672 44.49 2.62 0.55 2.08 0.86 0.419 0.442 0.95 0.4470.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 37 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 673 44.58 2.63 0.55 2.08 0.86 0.419 0.443 0.95 0.4470.99 No1.00 674 44.62 2.63 0.55 2.08 0.86 0.419 0.443 0.95 0.4470.99 No1.00 675 44.72 2.63 0.55 2.08 0.86 0.419 0.443 0.95 0.4470.99 No1.00 676 44.76 2.64 0.55 2.08 0.86 0.419 0.443 0.95 0.4470.99 No1.00 677 44.85 2.64 0.56 2.08 0.86 0.419 0.443 0.95 0.4480.99 No1.00 678 44.89 2.64 0.56 2.09 0.86 0.419 0.443 0.95 0.4480.99 No1.00 679 44.95 2.65 0.56 2.09 0.86 0.419 0.443 0.95 0.4480.99 No1.00 680 45.04 2.65 0.56 2.09 0.86 0.420 0.444 0.94 0.4480.99 No1.00 681 45.09 2.66 0.56 2.09 0.86 0.420 0.444 0.94 0.4490.99 No1.00 682 45.18 2.66 0.57 2.09 0.86 0.420 0.444 0.94 0.4500.99 No1.00 683 45.22 2.66 0.57 2.09 0.86 0.420 0.444 0.94 0.4510.99 No1.00 684 45.30 2.67 0.57 2.10 0.86 0.420 0.444 0.94 0.4510.99 No1.00 685 45.36 2.67 0.57 2.10 0.86 0.420 0.444 0.94 0.4500.99 No1.00 686 45.43 2.67 0.57 2.10 0.86 0.420 0.444 0.94 0.4500.99 No1.00 687 45.50 2.68 0.58 2.10 0.86 0.420 0.444 0.94 0.4500.99 No1.00 688 45.54 2.68 0.58 2.10 0.86 0.421 0.445 0.94 0.4500.99 No1.00 689 45.64 2.69 0.58 2.10 0.86 0.421 0.445 0.94 0.4500.99 No1.00 690 45.68 2.69 0.58 2.11 0.86 0.421 0.445 0.94 0.4500.99 No1.00 691 45.78 2.69 0.59 2.11 0.86 0.421 0.445 0.94 0.4500.99 No1.00 692 45.83 2.70 0.59 2.11 0.86 0.421 0.445 0.94 0.4510.99 No1.00 693 45.87 2.70 0.59 2.11 0.86 0.421 0.445 0.94 0.4510.99 No1.00 694 45.96 2.70 0.59 2.11 0.86 0.421 0.445 0.94 0.4520.99 No1.00 695 46.01 2.71 0.59 2.11 0.86 0.421 0.445 0.94 0.4520.99 No1.00 696 46.10 2.71 0.60 2.12 0.86 0.422 0.446 0.94 0.4530.99 No1.00 697 46.15 2.72 0.60 2.12 0.86 0.422 0.446 0.94 0.4530.99 No1.00 698 46.24 2.72 0.60 2.12 0.86 0.422 0.446 0.94 0.4530.99 No1.00 699 46.28 2.72 0.60 2.12 0.86 0.422 0.446 0.94 0.4530.99 No1.00 700 46.33 2.73 0.60 2.12 0.86 0.422 0.446 0.94 0.4530.99 No1.00 701 46.42 2.73 0.61 2.13 0.86 0.422 0.446 0.94 0.4530.99 No1.00 702 46.47 2.73 0.61 2.13 0.86 0.422 0.446 0.94 0.4530.99 No1.00 703 46.56 2.74 0.61 2.13 0.86 0.422 0.446 0.94 0.4530.99 No1.00 704 46.60 2.74 0.61 2.13 0.86 0.422 0.446 0.94 0.4530.99 No1.00 705 46.70 2.75 0.61 2.13 0.86 0.423 0.447 0.94 0.4530.99 No1.00 706 46.74 2.75 0.62 2.13 0.86 0.423 0.447 0.94 0.4530.99 No1.00 707 46.79 2.75 0.62 2.13 0.85 0.423 0.447 0.94 0.4530.99 No1.00 708 46.93 2.76 0.62 2.14 0.85 0.423 0.447 0.94 0.4540.99 No1.00 709 46.96 2.76 0.62 2.14 0.85 0.423 0.447 0.94 0.4550.99 No1.00 710 47.02 2.77 0.62 2.14 0.85 0.423 0.447 0.94 0.4570.99 No1.00 711 47.07 2.77 0.63 2.14 0.85 0.423 0.447 0.94 0.4580.99 No1.00 712 47.16 2.77 0.63 2.15 0.85 0.423 0.447 0.93 0.4600.99 No1.00 713 47.20 2.78 0.63 2.15 0.85 0.423 0.447 0.93 0.4600.99 No1.00 714 47.25 2.78 0.63 2.15 0.85 0.423 0.447 0.93 0.4600.99 No1.00 715 47.35 2.79 0.63 2.15 0.85 0.423 0.448 0.93 0.4600.99 No1.00 716 47.39 2.79 0.64 2.15 0.85 0.423 0.448 0.93 0.4600.99 No1.00 717 47.48 2.79 0.64 2.16 0.85 0.424 0.448 0.93 0.4600.99 No1.00 718 47.53 2.80 0.64 2.16 0.85 0.424 0.448 0.93 0.4610.99 No1.00 719 47.59 2.80 0.64 2.16 0.85 0.424 0.448 0.93 0.4620.99 No1.00 720 47.64 2.80 0.64 2.16 0.85 0.424 0.448 0.93 0.4590.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 38 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS 721 47.77 2.81 0.65 2.16 0.85 0.424 0.448 0.94 0.4570.99 No1.00 722 47.82 2.81 0.65 2.16 0.85 0.424 0.448 0.94 0.4560.99 No1.00 723 47.86 2.82 0.65 2.17 0.85 0.424 0.448 0.94 0.4560.99 No1.00 724 47.91 2.82 0.65 2.17 0.85 0.424 0.448 0.94 0.4560.99 No1.00 725 47.99 2.82 0.65 2.17 0.85 0.424 0.449 0.94 0.4560.99 No1.00 726 48.05 2.83 0.66 2.17 0.85 0.424 0.449 0.94 0.4550.99 No1.00 727 48.13 2.83 0.66 2.17 0.85 0.425 0.449 0.94 0.4560.99 No1.00 728 48.19 2.84 0.66 2.18 0.85 0.425 0.449 0.94 0.4590.99 No1.00 729 48.23 2.84 0.66 2.18 0.85 0.425 0.449 0.94 0.4590.99 No1.00 730 48.33 2.84 0.67 2.18 0.85 0.425 0.449 0.94 0.4600.99 No1.00 731 48.37 2.85 0.67 2.18 0.85 0.425 0.449 0.94 0.4590.99 No1.00 732 48.46 2.85 0.67 2.18 0.85 0.425 0.449 0.94 0.4590.99 No1.00 733 48.52 2.86 0.67 2.19 0.85 0.425 0.449 0.94 0.4590.99 No1.00 734 48.56 2.86 0.67 2.19 0.85 0.425 0.449 0.94 0.4590.99 No1.00 735 48.65 2.86 0.68 2.19 0.85 0.425 0.449 0.94 0.4590.99 No1.00 736 48.70 2.87 0.68 2.19 0.85 0.425 0.449 0.93 0.4610.99 No1.00 737 48.84 2.88 0.68 2.19 0.85 0.425 0.450 0.93 0.4630.99 No1.00 738 48.87 2.88 0.68 2.20 0.85 0.425 0.450 0.93 0.4630.99 No1.00 739 48.89 2.88 0.68 2.20 0.85 0.425 0.450 0.93 0.4640.99 No1.00 740 48.97 2.88 0.69 2.20 0.85 0.426 0.450 0.93 0.4640.99 No1.00 741 49.02 2.89 0.69 2.20 0.85 0.426 0.450 0.93 0.4640.99 No1.00 742 49.11 2.89 0.69 2.20 0.85 0.426 0.450 0.93 0.4660.99 No1.00 743 49.15 2.90 0.69 2.20 0.85 0.426 0.450 0.93 0.4660.98 No1.00 744 49.24 2.90 0.69 2.21 0.84 0.426 0.450 0.92 0.4740.98 No1.00 745 49.29 2.90 0.70 2.21 0.84 0.426 0.450 0.91 0.4810.97 No1.00 746 49.38 2.91 0.70 2.21 0.84 0.426 0.450 0.90 0.4860.97 No1.00 747 49.43 2.91 0.70 2.21 0.84 0.426 0.450 0.90 0.4860.97 No1.00 748 49.48 2.92 0.70 2.21 0.84 0.426 0.450 0.90 0.4850.97 No1.00 749 49.57 2.92 0.70 2.22 0.84 0.426 0.450 0.92 0.4730.98 No1.00 750 49.62 2.92 0.71 2.22 0.84 0.426 0.451 0.92 0.4710.98 No1.00 751 49.75 2.93 0.71 2.22 0.84 0.426 0.451 0.93 0.4610.99 No1.00 752 49.80 2.94 0.71 2.22 0.84 0.426 0.451 0.94 0.4610.99 No1.00 753 49.85 2.94 0.71 2.23 0.84 0.426 0.451 0.94 0.4610.99 No1.00 754 49.88 2.94 0.71 2.23 0.84 0.427 0.451 0.94 0.4600.99 No1.00 755 49.94 2.94 0.72 2.23 0.84 0.427 0.451 0.94 0.4590.99 No1.00 756 50.03 2.95 0.72 2.23 0.84 0.427 0.451 0.94 0.4590.99 No1.00 757 50.07 2.95 0.72 2.23 0.84 0.427 0.451 0.97 2.0000.99 No1.00 758 50.16 2.95 0.72 2.23 0.84 0.427 0.451 0.97 2.0000.99 No1.00 759 50.29 2.96 0.73 2.23 0.84 0.427 0.452 0.97 2.0000.99 No1.00 760 50.32 2.96 0.73 2.23 0.84 0.427 0.452 0.97 2.0000.99 No1.00 761 50.35 2.96 0.73 2.23 0.84 0.427 0.452 0.97 2.0000.99 No1.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 39 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv (tsf) Depth CSRrdu0 (tsf) σv' (tsf) MSF CSReq Kσ CSR*Belongs to transition User FS Depth: σv: u0: σv ': rd: CSR: MSF: CSReq : Kσ: *: Depth from free surface, at which CPT was performed (ft) Water pressure at test point (tsf) Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor Cyclic Stress Ratio Magnitude Scaling Factor CSR adjusted for M=7.5 Effective overburden stress factor Abbreviations CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 40 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 1 0.00 0.00 N/A 0.78 1.70 0.00 0.00 4.000 No No0.08 2.000.00 2 0.10 100.00 4.06 0.62 1.70 0.00 0.00 4.000 No Yes0.13 2.000.00 3 0.33 100.00 4.06 0.62 1.70 0.48 0.00 4.000 No Yes0.21 2.000.48 4 0.59 100.00 4.06 0.62 1.70 1.11 0.00 4.000 No Yes0.27 2.001.11 5 1.67 100.00 4.06 0.62 1.70 1.27 0.00 4.000 No Yes0.33 2.001.27 6 2.89 100.00 3.82 0.60 1.70 5.69 0.00 4.000 No Yes0.40 2.005.69 7 36.09 46.11 2.29 0.63 1.70 6.96 46.42 4.000 No No0.46 2.0053.37 8 75.27 9.75 1.83 0.37 1.70 161.32 8.61 4.000 No No0.55 2.00169.94 9 111.27 0.00 1.58 0.34 1.70 194.53 0.00 4.000 No No0.59 2.00194.53 10 114.91 0.00 1.55 0.36 1.70 180.46 0.00 4.000 No No0.69 2.00180.46 11 107.07 0.00 1.61 0.36 1.70 178.88 0.00 4.000 No No0.73 2.00178.88 12 98.70 0.00 1.70 0.39 1.70 156.73 0.00 4.000 No No0.82 2.00156.73 13 86.89 8.90 1.82 0.41 1.70 140.13 5.65 4.000 No No0.87 2.00145.78 14 77.15 18.26 1.94 0.39 1.70 121.94 35.13 4.000 No No0.95 2.00157.07 15 69.63 26.00 2.04 0.39 1.70 109.77 51.18 4.000 No No1.01 2.00160.95 16 62.87 33.24 2.13 0.38 1.70 103.90 60.43 4.000 No No1.06 2.00164.33 17 54.57 41.93 2.24 0.40 1.70 89.36 64.91 4.000 No No1.14 2.00154.27 18 46.23 52.24 2.37 0.43 1.70 69.74 65.46 4.000 No No1.20 2.00135.20 19 40.03 60.82 2.47 0.44 1.70 63.74 66.83 4.000 No No1.29 2.00130.57 20 37.50 64.90 2.52 0.44 1.70 59.46 66.74 4.000 No No1.33 2.00126.20 21 36.09 66.60 2.55 0.45 1.70 57.57 66.62 4.000 No No1.38 2.00124.18 22 34.98 67.27 2.55 0.45 1.70 56.94 66.59 4.000 No No1.45 2.00123.53 23 33.53 68.03 2.56 0.46 1.70 54.10 65.95 4.000 No No1.52 2.00120.04 24 32.02 69.30 2.58 0.46 1.70 50.61 65.21 4.000 No No1.61 2.00115.82 25 30.58 71.54 2.61 0.47 1.70 49.66 0.00 4.000 No Yes1.65 2.0049.66 26 29.76 73.33 2.63 0.47 1.70 47.14 0.00 4.000 No Yes1.74 2.0047.14 27 28.81 75.05 2.65 0.47 1.70 46.66 0.00 4.000 No Yes1.80 2.0046.66 28 28.02 75.75 2.66 0.48 1.70 45.08 0.00 4.000 No Yes1.84 2.0045.08 29 27.29 75.92 2.66 0.48 1.70 43.33 0.00 4.000 No Yes1.92 2.0043.33 30 26.69 75.63 2.66 0.48 1.70 43.17 0.00 4.000 No Yes1.98 2.0043.17 31 26.17 75.68 2.66 0.48 1.70 42.22 0.00 4.000 No Yes2.04 2.0042.22 32 25.42 76.56 2.67 0.49 1.70 40.81 0.00 4.000 No Yes2.12 2.0040.81 33 24.54 77.88 2.69 0.49 1.70 39.54 0.00 4.000 No Yes2.18 2.0039.54 34 23.72 79.19 2.70 0.50 1.70 37.96 0.00 4.000 No Yes2.25 2.0037.96 35 22.77 80.90 2.72 0.50 1.70 36.86 0.00 4.000 No Yes2.30 2.0036.86 36 21.72 83.10 2.75 0.50 1.70 34.96 0.00 4.000 No Yes2.37 2.0034.96 37 20.48 85.84 2.79 0.51 1.70 32.90 0.00 4.000 No Yes2.44 2.0032.90 38 19.52 87.90 2.81 0.51 1.70 30.85 0.00 4.000 No Yes2.53 2.0030.85 39 18.85 89.02 2.83 0.51 1.70 30.37 0.00 4.000 No Yes2.58 2.0030.37 40 18.47 89.12 2.83 0.52 1.70 29.74 0.00 4.000 No Yes2.63 2.0029.74 41 18.10 89.17 2.83 0.52 1.70 29.10 0.00 4.000 No Yes2.71 2.0029.10 42 17.73 89.37 2.83 0.52 1.70 28.63 0.00 4.000 No Yes2.76 2.0028.63 43 17.43 89.51 2.83 0.52 1.70 27.99 0.00 4.000 No Yes2.83 2.0027.99 44 17.27 89.55 2.83 0.52 1.70 27.68 0.00 4.000 No Yes2.89 2.0027.68 45 17.13 89.66 2.83 0.52 1.70 27.84 0.00 4.000 No Yes2.99 2.0027.84 46 16.95 90.24 2.84 0.52 1.70 27.36 0.00 4.000 No Yes3.03 2.0027.36 47 16.70 91.15 2.85 0.53 1.70 26.88 0.00 4.000 No Yes3.12 2.0026.88 48 16.59 91.78 2.86 0.53 1.70 26.73 0.00 4.000 No Yes3.17 2.0026.73 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 41 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 49 16.88 91.41 2.86 0.53 1.70 26.73 0.00 4.000 No Yes3.22 2.0026.73 50 17.49 90.32 2.84 0.52 1.70 28.15 0.00 4.000 No Yes3.29 2.0028.15 51 18.08 89.28 2.83 0.52 1.70 29.58 0.00 4.000 No Yes3.36 2.0029.58 52 18.24 89.01 2.83 0.52 1.70 29.58 0.00 4.000 No Yes3.41 2.0029.58 53 17.94 89.36 2.83 0.52 1.70 28.94 0.00 4.000 No Yes3.49 2.0028.94 54 17.68 89.01 2.83 0.52 1.70 28.15 0.00 4.000 No Yes3.54 2.0028.15 55 17.51 88.56 2.82 0.52 1.70 28.31 0.00 4.000 No Yes3.64 2.0028.31 56 17.51 88.07 2.81 0.52 1.70 28.15 0.00 4.000 No Yes3.68 2.0028.15 57 17.70 87.55 2.81 0.52 1.70 28.15 0.00 4.000 No Yes3.76 2.0028.15 58 19.25 82.70 2.75 0.52 1.70 29.26 0.00 4.000 No Yes3.82 2.0029.26 59 22.03 74.96 2.65 0.50 1.70 35.59 0.00 4.000 No Yes3.92 2.0035.59 60 27.02 63.69 2.51 0.49 1.70 41.60 61.34 4.000 No No3.95 2.00102.93 61 38.84 45.72 2.28 0.47 1.70 53.29 58.12 4.000 No No4.01 2.00111.41 62 57.86 26.98 2.05 0.42 1.70 92.53 49.66 4.000 No No4.08 2.00142.19 63 86.59 8.51 1.82 0.42 1.70 133.17 4.59 4.000 No No4.14 2.00137.76 64 112.36 0.00 1.67 0.35 1.66 187.29 0.00 4.000 No No4.23 2.00187.29 65 136.37 0.00 1.55 0.32 1.59 202.49 0.00 4.000 No No4.28 2.00202.49 66 149.53 0.00 1.50 0.30 1.53 224.09 0.00 4.000 No No4.37 2.00224.09 67 157.37 0.00 1.47 0.30 1.52 227.54 0.00 4.000 No No4.42 2.00227.54 68 156.75 0.00 1.49 0.30 1.51 226.52 0.00 4.000 No No4.47 2.00226.52 69 153.24 0.00 1.51 0.31 1.52 219.97 0.00 4.000 No No4.56 2.00219.97 70 145.10 0.00 1.54 0.31 1.53 214.38 0.00 4.000 No No4.60 2.00214.38 71 131.61 0.00 1.59 0.33 1.56 197.93 0.00 4.000 No No4.70 2.00197.93 72 116.81 0.00 1.60 0.37 1.63 173.14 0.00 4.000 No No4.73 2.00173.14 73 100.67 0.00 1.62 0.39 1.66 163.03 0.00 4.000 No No4.80 2.00163.03 74 88.72 0.00 1.63 0.42 1.70 137.43 0.00 4.000 No No4.89 2.00137.43 75 74.88 1.71 1.73 0.45 1.70 123.36 0.00 4.000 No No4.94 2.00123.36 76 62.93 11.65 1.86 0.47 1.70 100.11 12.53 4.000 No No5.03 2.00112.64 77 52.96 21.86 1.99 0.46 1.70 79.87 38.30 4.000 No No5.08 2.00118.16 78 46.13 30.33 2.09 0.44 1.70 75.29 50.94 4.000 No No5.13 2.00126.23 79 43.38 34.73 2.15 0.45 1.70 67.22 53.88 4.000 No No5.22 2.00121.11 80 40.55 40.56 2.22 0.45 1.70 66.58 58.38 4.000 No No5.26 2.00124.96 81 37.96 46.54 2.29 0.45 1.70 61.68 60.69 4.000 No No5.35 2.00122.37 82 34.64 53.54 2.38 0.46 1.70 54.72 61.92 4.000 No No5.40 2.00116.64 83 31.89 59.62 2.46 0.47 1.70 50.61 62.79 4.000 No No5.45 2.00113.40 84 30.44 63.30 2.50 0.47 1.70 48.39 63.17 4.000 No No5.54 2.00111.57 85 29.13 66.28 2.54 0.47 1.70 47.77 63.72 4.000 No No5.59 2.00111.49 86 28.02 67.98 2.56 0.48 1.70 44.28 63.09 4.000 No No5.65 2.00107.37 87 26.87 68.70 2.57 0.49 1.70 43.03 62.88 4.000 No No5.72 2.00105.91 88 26.44 67.91 2.56 0.49 1.70 42.22 62.48 4.000 No No5.86 2.00104.71 89 26.37 66.34 2.54 0.49 1.70 42.22 62.14 4.000 No No5.88 2.00104.36 90 26.67 64.24 2.52 0.49 1.70 42.70 61.79 4.000 No No5.91 2.00104.49 91 27.26 61.41 2.48 0.49 1.70 43.65 61.34 4.000 No No6.00 2.00104.99 92 28.44 57.26 2.43 0.49 1.70 44.99 60.52 4.000 No No6.05 2.00105.51 93 30.22 53.15 2.38 0.48 1.68 47.73 59.88 4.000 No No6.14 2.00107.61 94 32.41 48.65 2.32 0.48 1.66 51.05 58.94 4.000 No No6.19 2.00109.99 95 34.22 45.50 2.28 0.47 1.65 53.88 58.16 4.000 No No6.27 2.00112.04 96 35.27 43.84 2.26 0.47 1.64 54.97 57.54 4.000 No No6.33 2.00112.51 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 42 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 97 35.46 44.48 2.27 0.47 1.63 54.90 57.88 4.000 No No6.37 2.00112.77 98 35.66 45.40 2.28 0.47 1.62 53.85 58.10 4.000 No No6.51 2.00111.95 99 35.86 46.34 2.29 0.47 1.60 54.69 58.80 4.000 No No6.60 2.00113.48 100 36.02 47.28 2.30 0.47 1.60 54.67 59.25 4.000 No No6.63 2.00113.93 101 35.57 49.07 2.33 0.47 1.59 53.57 59.79 4.000 No No6.74 2.00113.36 102 34.91 51.15 2.35 0.47 1.58 52.03 60.27 4.000 No No6.79 2.00112.30 103 34.09 53.02 2.38 0.47 1.58 51.18 60.77 4.000 No No6.83 2.00111.94 104 33.53 54.54 2.39 0.48 1.58 49.62 60.89 4.000 No No6.89 2.00110.51 105 33.17 55.65 2.41 0.48 1.57 49.09 61.13 4.000 No No6.97 2.00110.22 106 33.13 56.08 2.41 0.48 1.56 48.80 61.19 4.000 No No7.11 2.00109.99 107 33.23 55.94 2.41 0.48 1.55 48.75 61.13 4.000 No No7.13 2.00109.88 108 33.42 55.61 2.41 0.48 1.55 48.93 61.07 4.000 No No7.16 2.00110.00 109 33.85 54.76 2.40 0.48 1.54 49.20 60.85 4.000 No No7.25 2.00110.05 110 34.44 53.31 2.38 0.48 1.54 49.99 60.55 4.000 No No7.30 2.00110.54 111 34.93 51.65 2.36 0.48 1.53 50.67 60.10 4.000 No No7.39 2.00110.77 112 35.00 49.77 2.33 0.48 1.52 50.75 59.35 4.000 No No7.43 2.00110.09 113 34.74 48.68 2.32 0.48 1.52 49.75 58.61 4.000 No No7.53 2.00108.36 114 34.35 48.31 2.32 0.48 1.52 49.26 58.32 4.000 No No7.57 2.00107.59 115 34.42 48.71 2.32 0.48 1.51 48.74 58.36 4.000 No No7.62 2.00107.10 116 34.61 49.05 2.33 0.48 1.50 49.49 58.71 4.000 No No7.70 2.00108.20 117 34.78 49.11 2.33 0.48 1.50 49.47 58.73 4.000 No No7.76 2.00108.20 118 33.99 50.18 2.34 0.48 1.49 48.68 58.98 4.000 No No7.85 2.00107.66 119 33.73 50.21 2.34 0.49 1.50 45.92 58.26 4.000 No No7.89 2.00104.18 120 33.33 50.34 2.34 0.48 1.48 47.82 58.81 4.000 No No7.98 2.00106.64 121 33.69 49.40 2.33 0.49 1.48 46.58 58.09 4.000 No No8.09 2.00104.67 122 33.59 49.29 2.33 0.49 1.47 46.75 58.09 4.000 No No8.12 2.00104.84 123 34.38 47.68 2.31 0.49 1.47 47.05 57.46 4.000 No No8.17 2.00104.51 124 35.36 45.78 2.28 0.48 1.46 49.14 57.09 4.000 No No8.30 2.00106.24 125 36.48 43.63 2.26 0.48 1.45 50.17 56.22 4.000 No No8.31 2.00106.39 126 37.20 42.22 2.24 0.48 1.45 50.99 55.61 4.000 No No8.35 2.00106.60 127 38.22 40.55 2.22 0.48 1.45 51.79 54.78 4.000 No No8.40 2.00106.57 128 39.01 39.59 2.21 0.48 1.43 53.65 54.59 4.000 No No8.49 2.00108.24 129 39.10 40.17 2.21 0.48 1.43 53.50 54.95 4.000 No No8.54 2.00108.44 130 38.48 41.75 2.23 0.48 1.43 51.49 55.46 4.000 No No8.63 2.00106.94 131 37.17 44.61 2.27 0.48 1.42 50.66 56.87 4.000 No No8.68 2.00107.53 132 36.15 47.23 2.30 0.49 1.42 47.79 57.45 4.000 No No8.77 2.00105.24 133 35.00 50.42 2.34 0.49 1.42 46.99 58.63 4.000 No No8.81 2.00105.62 134 33.79 54.79 2.40 0.49 1.41 45.70 59.91 4.000 No No8.86 2.00105.61 135 32.54 59.40 2.46 0.49 1.41 42.49 60.46 4.000 No No9.00 2.00102.95 136 31.36 63.96 2.51 0.49 1.40 41.60 61.40 4.000 No No9.04 2.00103.00 137 30.50 67.13 2.55 0.49 1.40 40.62 61.85 4.000 No No9.09 2.00102.47 138 29.42 70.83 2.60 0.50 1.40 38.91 62.11 4.000 No No9.14 2.00101.02 139 28.40 74.24 2.64 0.50 1.40 37.13 0.00 4.000 No Yes9.23 2.0037.13 140 27.68 76.99 2.67 0.50 1.39 36.41 0.00 4.000 No Yes9.28 2.0036.41 141 26.76 79.48 2.71 0.50 1.39 35.83 0.00 4.000 No Yes9.32 2.0035.83 142 25.88 81.51 2.73 0.51 1.39 33.33 0.00 4.000 No Yes9.43 2.0033.33 143 24.89 83.25 2.75 0.51 1.39 32.77 0.00 4.000 No Yes9.47 2.0032.77 144 24.34 83.80 2.76 0.51 1.38 31.76 0.00 4.000 No Yes9.55 2.0031.76 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 43 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 145 23.91 84.14 2.76 0.51 1.38 30.88 0.00 4.000 No Yes9.64 2.0030.88 146 23.71 83.49 2.76 0.51 1.38 30.87 0.00 4.000 No Yes9.65 2.0030.87 147 23.75 82.71 2.75 0.52 1.37 30.67 0.00 4.000 No Yes9.78 2.0030.67 148 23.85 82.01 2.74 0.52 1.37 30.77 0.00 4.000 No Yes9.80 2.0030.77 149 23.98 82.17 2.74 0.52 1.36 30.90 0.00 4.000 No Yes9.87 2.0030.90 150 24.21 82.44 2.74 0.52 1.36 30.95 0.00 4.000 No Yes9.92 2.0030.95 151 24.34 82.99 2.75 0.51 1.35 31.27 0.00 4.000 No Yes10.01 2.0031.27 152 24.83 83.00 2.75 0.51 1.35 31.10 0.00 4.000 No Yes10.04 2.0031.10 153 25.48 82.50 2.74 0.51 1.34 32.40 0.00 4.000 No Yes10.12 2.0032.40 154 26.43 81.34 2.73 0.51 1.33 33.39 0.00 4.000 No Yes10.18 2.0033.39 155 27.19 79.90 2.71 0.51 1.33 34.21 0.00 4.000 No Yes10.26 2.0034.21 156 27.78 78.42 2.69 0.51 1.32 34.75 0.00 4.000 No Yes10.36 2.0034.75 157 28.20 76.79 2.67 0.50 1.32 35.14 0.00 4.000 No Yes10.40 2.0035.14 158 28.75 75.00 2.65 0.50 1.31 35.43 0.00 4.000 No Yes10.45 2.0035.43 159 29.90 71.68 2.61 0.50 1.31 36.52 0.00 4.000 No Yes10.50 2.0036.52 160 31.22 68.03 2.56 0.50 1.30 38.91 61.55 4.000 No No10.60 2.00100.45 161 32.76 63.27 2.50 0.50 1.30 39.79 60.72 4.000 No No10.64 2.00100.51 162 34.34 58.30 2.44 0.49 1.29 41.62 59.90 4.000 No No10.72 2.00101.52 163 35.88 53.51 2.38 0.49 1.28 44.10 59.03 4.000 No No10.82 2.00103.12 164 37.16 49.99 2.34 0.49 1.28 44.88 57.89 4.000 No No10.86 2.00102.77 165 37.75 48.70 2.32 0.49 1.28 45.80 57.59 4.000 No No10.91 2.00103.39 166 38.18 47.99 2.31 0.49 1.27 45.94 57.31 4.000 No No10.96 2.00103.25 167 38.34 47.71 2.31 0.49 1.27 46.00 57.20 4.000 No No11.05 2.00103.20 168 38.51 47.68 2.31 0.49 1.27 46.03 57.19 4.000 No No11.10 2.00103.23 169 38.77 47.72 2.31 0.49 1.26 46.08 57.22 4.000 No No11.19 2.00103.30 170 39.59 47.52 2.31 0.49 1.26 46.55 57.25 4.000 No No11.24 2.00103.81 171 40.64 47.09 2.30 0.49 1.25 48.37 57.53 4.000 No No11.33 2.00105.89 172 42.19 46.10 2.29 0.48 1.25 49.29 57.29 4.000 No No11.37 2.00106.58 173 44.15 44.60 2.27 0.48 1.24 51.36 57.05 4.000 No No11.45 2.00108.40 174 45.96 43.30 2.25 0.47 1.23 54.49 57.11 4.000 No No11.57 2.00111.60 175 47.27 42.17 2.24 0.47 1.23 54.89 56.55 4.000 No No11.60 2.00111.43 176 47.63 41.86 2.24 0.47 1.23 55.33 56.47 4.000 No No11.65 2.00111.80 177 47.82 41.64 2.23 0.47 1.22 55.47 56.37 4.000 No No11.69 2.00111.83 178 47.83 41.57 2.23 0.47 1.22 55.16 56.25 4.000 No No11.79 2.00111.41 179 47.63 41.62 2.23 0.47 1.22 54.95 56.23 4.000 No No11.84 2.00111.17 180 47.27 42.34 2.24 0.47 1.22 54.41 56.54 4.000 No No11.88 2.00110.94 181 46.85 43.71 2.26 0.48 1.21 53.54 57.11 4.000 No No11.98 2.00110.65 182 45.73 46.63 2.30 0.47 1.21 53.07 58.52 4.000 No No12.02 2.00111.59 183 44.38 50.11 2.34 0.48 1.21 50.16 59.34 4.000 No No12.11 2.00109.50 184 42.12 54.70 2.40 0.48 1.20 48.61 60.67 4.000 No No12.16 2.00109.28 185 39.79 59.38 2.45 0.48 1.20 45.16 61.20 4.000 No No12.21 2.00106.36 186 37.16 64.49 2.52 0.49 1.20 42.07 61.67 4.000 No No12.29 2.00103.74 187 35.06 69.18 2.58 0.49 1.20 39.60 61.99 4.000 No No12.34 2.00101.59 188 34.31 71.86 2.61 0.50 1.20 37.85 0.00 4.000 No Yes12.43 2.0037.85 189 32.37 75.91 2.66 0.49 1.19 39.24 0.00 4.000 No Yes12.48 2.0039.24 190 32.80 76.13 2.66 0.51 1.20 32.93 0.00 4.000 No Yes12.54 2.0032.93 191 32.96 76.46 2.67 0.49 1.19 38.88 0.00 4.000 No Yes12.64 2.0038.88 192 35.35 73.42 2.63 0.49 1.19 39.49 0.00 4.000 No Yes12.68 2.0039.49 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 44 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 193 36.21 72.60 2.62 0.49 1.18 40.41 0.00 4.000 No Yes12.77 2.0040.41 194 37.02 71.84 2.61 0.49 1.18 41.40 0.00 4.000 No Yes12.81 2.0041.40 195 37.84 71.31 2.60 0.49 1.17 41.85 0.00 4.000 No Yes12.86 2.0041.85 196 38.46 71.23 2.60 0.49 1.17 42.76 0.00 4.000 No Yes12.96 2.0042.76 197 39.28 71.17 2.60 0.48 1.17 43.10 0.00 4.000 No Yes13.00 2.0043.10 198 39.87 71.42 2.61 0.48 1.16 44.09 0.00 4.000 No Yes13.10 2.0044.09 199 40.43 71.76 2.61 0.48 1.16 44.34 0.00 4.000 No Yes13.14 2.0044.34 200 40.66 72.28 2.62 0.48 1.16 44.50 0.00 4.000 No Yes13.23 2.0044.50 201 40.89 72.72 2.62 0.48 1.15 44.52 0.00 4.000 No Yes13.28 2.0044.52 202 41.05 73.12 2.63 0.48 1.15 44.76 0.00 4.000 No Yes13.32 2.0044.76 203 41.34 73.45 2.63 0.48 1.15 44.73 0.00 4.000 No Yes13.40 2.0044.73 204 41.79 73.54 2.63 0.48 1.14 45.14 0.00 4.000 No Yes13.46 2.0045.14 205 42.65 73.37 2.63 0.48 1.14 45.86 0.00 4.000 No Yes13.53 2.0045.86 206 43.62 73.14 2.63 0.47 1.14 47.00 0.00 4.000 No Yes13.64 2.0047.00 207 44.48 72.99 2.62 0.47 1.13 47.84 0.00 4.000 No Yes13.69 2.0047.84 208 45.03 73.05 2.63 0.47 1.13 48.17 0.00 4.000 No Yes13.74 2.0048.17 209 45.29 73.76 2.63 0.47 1.13 48.49 0.00 4.000 No Yes13.79 2.0048.49 210 45.48 74.57 2.64 0.47 1.12 48.34 0.00 4.000 No Yes13.87 2.0048.34 211 45.74 75.19 2.65 0.47 1.12 48.46 0.00 4.000 No Yes13.92 2.0048.46 212 45.74 75.77 2.66 0.47 1.12 48.97 0.00 4.000 No Yes13.98 2.0048.97 213 45.70 76.37 2.67 0.47 1.12 48.02 0.00 4.000 No Yes14.06 2.0048.02 214 45.60 76.99 2.67 0.47 1.11 47.97 0.00 4.000 No Yes14.15 2.0047.97 215 45.73 77.20 2.68 0.47 1.11 48.29 0.00 4.000 No Yes14.20 2.0048.29 216 45.79 77.34 2.68 0.47 1.11 48.11 0.00 4.000 No Yes14.24 2.0048.11 217 45.59 77.73 2.68 0.47 1.11 47.85 0.00 4.000 No Yes14.34 2.0047.85 218 45.30 78.11 2.69 0.47 1.10 47.38 0.00 4.000 No Yes14.38 2.0047.38 219 45.00 78.54 2.69 0.47 1.10 46.84 0.00 4.000 No Yes14.47 2.0046.84 220 44.84 78.74 2.70 0.47 1.10 46.67 0.00 4.000 No Yes14.52 2.0046.67 221 44.81 78.58 2.69 0.47 1.10 46.59 0.00 4.000 No Yes14.57 2.0046.59 222 44.84 78.08 2.69 0.47 1.09 46.45 0.00 4.000 No Yes14.66 2.0046.45 223 44.68 77.46 2.68 0.47 1.09 46.47 0.00 4.000 No Yes14.71 2.0046.47 224 44.35 77.45 2.68 0.47 1.09 45.73 0.00 4.000 No Yes14.80 2.0045.73 225 43.89 77.81 2.69 0.48 1.09 45.16 0.00 4.000 No Yes14.85 2.0045.16 226 43.53 78.60 2.69 0.48 1.09 44.79 0.00 4.000 No Yes14.90 2.0044.79 227 41.20 81.80 2.73 0.48 1.08 44.36 0.00 4.000 No Yes14.98 2.0044.36 228 40.15 83.77 2.76 0.49 1.08 37.79 0.00 4.000 No Yes15.07 2.0037.79 229 39.13 85.46 2.78 0.48 1.08 41.27 0.00 4.000 No Yes15.14 2.0041.27 230 40.02 84.53 2.77 0.49 1.08 41.03 0.00 4.000 No Yes15.17 2.0041.03 231 39.52 85.21 2.78 0.49 1.08 40.24 0.00 4.000 No Yes15.24 2.0040.24 232 38.87 85.96 2.79 0.49 1.07 39.57 0.00 4.000 No Yes15.30 2.0039.57 233 38.28 86.47 2.79 0.49 1.07 38.75 0.00 4.000 No Yes15.39 2.0038.75 234 37.69 86.93 2.80 0.49 1.07 38.14 0.00 4.000 No Yes15.49 2.0038.14 235 37.27 87.27 2.80 0.49 1.06 37.45 0.00 4.000 No Yes15.58 2.0037.45 236 36.94 87.56 2.81 0.50 1.06 37.19 0.00 4.000 No Yes15.63 2.0037.19 237 36.72 87.73 2.81 0.50 1.06 36.89 0.00 4.000 No Yes15.71 2.0036.89 238 36.55 87.89 2.81 0.50 1.06 36.45 0.00 4.000 No Yes15.84 2.0036.45 239 36.52 87.72 2.81 0.50 1.06 36.42 0.00 4.000 No Yes15.86 2.0036.42 240 36.92 87.09 2.80 0.50 1.05 36.57 0.00 4.000 No Yes15.90 2.0036.57 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 45 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 241 37.58 86.13 2.79 0.49 1.05 37.46 0.00 4.000 No Yes15.97 2.0037.46 242 38.27 85.26 2.78 0.49 1.05 38.15 0.00 4.000 No Yes16.04 2.0038.15 243 39.19 84.28 2.77 0.49 1.05 38.37 0.00 4.000 No Yes16.09 2.0038.37 244 40.01 83.62 2.76 0.49 1.04 39.90 0.00 4.000 No Yes16.18 2.0039.90 245 40.99 82.94 2.75 0.49 1.04 40.34 0.00 4.000 No Yes16.21 2.0040.34 246 41.55 82.85 2.75 0.49 1.04 40.98 0.00 4.000 No Yes16.32 2.0040.98 247 42.11 82.72 2.75 0.48 1.04 41.31 0.00 4.000 No Yes16.36 2.0041.31 248 42.50 82.66 2.75 0.48 1.04 41.72 0.00 4.000 No Yes16.41 2.0041.72 249 42.96 82.60 2.75 0.48 1.03 41.92 0.00 4.000 No Yes16.48 2.0041.92 250 43.03 82.93 2.75 0.48 1.03 42.40 0.00 4.000 No Yes16.55 2.0042.40 251 42.93 83.30 2.75 0.48 1.03 41.61 0.00 4.000 No Yes16.64 2.0041.61 252 42.47 83.78 2.76 0.48 1.03 41.36 0.00 4.000 No Yes16.69 2.0041.36 253 42.31 83.67 2.76 0.49 1.03 40.83 0.00 4.000 No Yes16.74 2.0040.83 254 42.11 83.73 2.76 0.49 1.02 40.85 0.00 4.000 No Yes16.87 2.0040.85 255 41.98 83.62 2.76 0.49 1.02 40.52 0.00 4.000 No Yes16.91 2.0040.52 256 41.79 83.69 2.76 0.49 1.02 40.21 0.00 4.000 No Yes16.93 2.0040.21 257 41.69 83.64 2.76 0.49 1.02 40.12 0.00 4.000 No Yes17.01 2.0040.12 258 41.76 83.43 2.76 0.49 1.01 40.01 0.00 4.000 No Yes17.10 2.0040.01 259 41.89 83.18 2.75 0.49 1.01 40.14 0.00 4.000 No Yes17.15 2.0040.14 260 41.95 83.16 2.75 0.49 1.01 40.26 0.00 4.000 No Yes17.20 2.0040.26 261 41.75 83.50 2.76 0.49 1.01 39.98 0.00 4.000 No Yes17.29 2.0039.98 262 40.34 85.22 2.78 0.49 1.01 39.36 0.00 4.000 No Yes17.33 2.0039.36 263 38.86 87.12 2.80 0.50 1.00 35.97 0.00 4.000 No Yes17.43 2.0035.97 264 36.99 89.35 2.83 0.50 1.00 35.57 0.00 4.000 No Yes17.47 2.0035.57 265 36.04 90.37 2.84 0.50 1.00 33.79 0.00 4.000 No Yes17.56 2.0033.79 266 35.15 91.19 2.85 0.51 1.00 33.09 0.00 4.000 No Yes17.61 2.0033.09 267 34.86 90.02 2.84 0.51 1.00 32.86 0.00 4.000 No Yes17.65 2.0032.86 268 34.80 87.77 2.81 0.51 1.00 32.77 0.00 4.000 No Yes17.75 2.0032.77 269 34.60 86.00 2.79 0.51 0.99 32.74 0.00 4.000 No Yes17.79 2.0032.74 270 34.30 86.15 2.79 0.51 0.99 32.09 0.00 4.000 No Yes17.89 2.0032.09 271 33.64 87.96 2.81 0.51 0.99 31.77 0.00 4.000 No Yes17.92 2.0031.77 272 32.86 89.79 2.83 0.51 0.99 30.63 0.00 4.000 No Yes18.06 2.0030.63 273 32.27 91.13 2.85 0.52 0.98 29.65 0.00 4.000 No Yes18.13 2.0029.65 274 31.94 91.85 2.86 0.52 0.98 29.89 0.00 4.000 No Yes18.18 2.0029.89 275 31.94 92.04 2.86 0.52 0.98 29.53 0.00 4.000 No Yes18.26 2.0029.53 276 31.67 92.53 2.87 0.52 0.98 29.49 0.00 4.000 No Yes18.32 2.0029.49 277 31.45 92.92 2.87 0.52 0.98 28.96 0.00 4.000 No Yes18.41 2.0028.96 278 31.02 93.53 2.88 0.52 0.97 28.75 0.00 4.000 No Yes18.45 2.0028.75 279 30.79 93.94 2.89 0.52 0.97 28.11 0.00 4.000 No Yes18.54 2.0028.11 280 30.72 94.05 2.89 0.52 0.97 28.17 0.00 4.000 No Yes18.59 2.0028.17 281 31.09 93.51 2.88 0.52 0.97 28.41 0.00 4.000 No Yes18.64 2.0028.41 282 32.10 91.94 2.86 0.52 0.97 28.97 0.00 4.000 No Yes18.72 2.0028.97 283 33.12 90.33 2.84 0.51 0.97 30.82 0.00 4.000 No Yes18.77 2.0030.82 284 33.97 89.00 2.82 0.51 0.96 31.04 0.00 4.000 No Yes18.84 2.0031.04 285 33.90 89.06 2.83 0.51 0.96 31.16 0.00 4.000 No Yes18.91 2.0031.16 286 33.61 89.50 2.83 0.51 0.96 30.45 0.00 4.000 No Yes19.01 2.0030.45 287 32.98 90.32 2.84 0.52 0.96 30.04 0.00 4.000 No Yes19.05 2.0030.04 288 32.06 91.45 2.86 0.52 0.96 29.29 0.00 4.000 No Yes19.10 2.0029.29 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 46 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 289 31.10 92.76 2.87 0.52 0.95 27.78 0.00 4.000 No Yes19.20 2.0027.78 290 30.02 94.28 2.89 0.52 0.95 27.30 0.00 4.000 No Yes19.24 2.0027.30 291 29.43 95.21 2.90 0.53 0.95 26.17 0.00 4.000 No Yes19.32 2.0026.17 292 28.94 95.84 2.91 0.53 0.95 26.04 0.00 4.000 No Yes19.38 2.0026.04 293 28.77 95.80 2.91 0.53 0.95 25.81 0.00 4.000 No Yes19.45 2.0025.81 294 28.47 95.98 2.91 0.53 0.95 25.59 0.00 4.000 No Yes19.51 2.0025.59 295 27.65 97.07 2.93 0.53 0.94 25.11 0.00 4.000 No Yes19.55 2.0025.11 296 26.83 97.70 2.93 0.53 0.94 23.46 0.00 4.000 No Yes19.65 2.0023.46 297 26.04 96.81 2.92 0.54 0.94 23.25 0.00 4.000 No Yes19.69 2.0023.25 298 25.65 95.54 2.91 0.54 0.94 22.84 0.00 4.000 No Yes19.79 2.0022.84 299 25.19 95.26 2.90 0.54 0.94 22.28 0.00 4.000 No Yes19.84 2.0022.28 300 24.31 97.72 2.93 0.54 0.93 21.91 0.00 4.000 No Yes19.88 2.0021.91 301 23.49 99.91 2.96 0.54 0.93 20.37 0.00 4.000 No Yes19.97 2.0020.37 302 22.44 100.00 3.00 0.55 0.93 19.99 0.00 4.000 No Yes20.02 2.0019.99 303 21.82 100.00 3.02 0.55 0.93 19.00 0.00 4.000 No Yes20.09 2.0019.00 304 21.23 100.00 3.04 0.55 0.93 18.59 0.00 4.000 No Yes20.19 2.0018.59 305 20.64 100.00 3.05 0.55 0.92 18.32 0.00 4.000 No Yes20.23 2.0018.32 306 19.95 100.00 3.06 0.56 0.92 17.29 0.00 4.000 No Yes20.38 2.0017.29 307 19.26 100.00 3.08 0.56 0.92 16.67 0.00 4.000 No Yes20.42 2.0016.67 308 18.77 100.00 3.08 0.56 0.92 16.37 0.00 4.000 No Yes20.50 2.0016.37 309 18.48 100.00 3.09 0.56 0.91 15.92 0.00 4.000 No Yes20.56 2.0015.92 310 18.05 100.00 3.09 0.56 0.91 15.81 0.00 4.000 No Yes20.61 2.0015.81 311 17.66 100.00 3.10 0.56 0.91 15.17 0.00 4.000 No Yes20.70 2.0015.17 312 17.16 100.00 3.11 0.56 0.91 14.81 0.00 4.000 No Yes20.75 2.0014.81 313 16.90 100.00 3.11 0.57 0.91 14.42 0.00 4.000 No Yes20.88 2.0014.42 314 16.71 100.00 3.10 0.57 0.91 14.41 0.00 4.000 No Yes20.89 2.0014.41 315 16.61 100.00 3.10 0.57 0.90 14.22 0.00 4.000 No Yes20.98 2.0014.22 316 16.48 100.00 3.10 0.57 0.90 14.12 0.00 4.000 No Yes21.00 2.0014.12 317 16.38 100.00 3.10 0.57 0.90 14.01 0.00 4.000 No Yes21.07 2.0014.01 318 16.25 100.00 3.10 0.57 0.90 13.89 0.00 4.000 No Yes21.16 2.0013.89 319 16.15 100.00 3.10 0.57 0.90 13.70 0.00 4.000 No Yes21.21 2.0013.70 320 16.02 100.00 3.10 0.57 0.90 13.68 0.00 4.000 No Yes21.26 2.0013.68 321 15.85 100.00 3.11 0.57 0.89 13.49 0.00 4.000 No Yes21.35 2.0013.49 322 15.66 100.00 3.11 0.57 0.89 13.22 0.00 4.000 No Yes21.39 2.0013.22 323 15.53 100.00 3.12 0.57 0.89 13.11 0.00 4.000 No Yes21.47 2.0013.11 324 15.50 100.00 3.12 0.57 0.89 13.09 0.00 4.000 No Yes21.53 2.0013.09 325 15.56 100.00 3.12 0.57 0.89 13.06 0.00 4.000 No Yes21.61 2.0013.06 326 15.63 100.00 3.12 0.57 0.89 13.21 0.00 4.000 No Yes21.67 2.0013.21 327 15.76 100.00 3.12 0.57 0.89 13.18 0.00 4.000 No Yes21.75 2.0013.18 328 15.89 100.00 3.12 0.57 0.88 13.33 0.00 4.000 No Yes21.80 2.0013.33 329 16.12 100.00 3.11 0.57 0.88 13.47 0.00 4.000 No Yes21.88 2.0013.47 330 16.38 100.00 3.11 0.57 0.88 13.70 0.00 4.000 No Yes21.94 2.0013.70 331 16.48 100.00 3.07 0.57 0.88 13.93 0.00 4.000 No Yes21.99 2.0013.93 332 16.45 100.00 3.02 0.57 0.88 13.65 0.00 4.000 No Yes22.08 2.0013.65 333 16.09 100.00 2.98 0.57 0.88 13.56 0.00 4.000 No Yes22.12 2.0013.56 334 15.83 100.00 2.99 0.57 0.88 12.95 0.00 4.000 No Yes22.22 2.0012.95 335 15.47 100.00 3.04 0.57 0.87 12.93 0.00 4.000 No Yes22.27 2.0012.93 336 15.31 100.00 3.06 0.57 0.87 12.59 0.00 4.000 No Yes22.31 2.0012.59 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 47 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 337 15.20 100.00 3.08 0.57 0.87 12.48 0.00 4.000 No Yes22.40 2.0012.48 338 15.26 100.00 3.10 0.57 0.87 12.59 0.00 4.000 No Yes22.46 2.0012.59 339 15.36 100.00 3.11 0.57 0.87 12.68 0.00 4.000 No Yes22.55 2.0012.68 340 15.41 100.00 3.12 0.57 0.87 12.65 0.00 4.000 No Yes22.64 2.0012.65 341 15.44 100.00 3.12 0.57 0.87 12.63 0.00 4.000 No Yes22.69 2.0012.63 342 15.51 100.00 3.11 0.57 0.86 12.70 0.00 4.000 No Yes22.74 2.0012.70 343 15.58 100.00 3.11 0.57 0.86 12.77 0.00 4.000 No Yes22.77 2.0012.77 344 15.61 100.00 3.11 0.57 0.86 12.74 0.00 4.000 No Yes22.88 2.0012.74 345 15.64 100.00 3.12 0.57 0.86 12.73 0.00 4.000 No Yes22.91 2.0012.73 346 15.64 100.00 3.13 0.57 0.86 12.80 0.00 4.000 No Yes22.97 2.0012.80 347 15.64 100.00 3.13 0.57 0.86 12.69 0.00 4.000 No Yes23.06 2.0012.69 348 15.71 100.00 3.14 0.57 0.86 12.67 0.00 4.000 No Yes23.11 2.0012.67 349 15.81 100.00 3.14 0.57 0.85 12.87 0.00 4.000 No Yes23.25 2.0012.87 350 15.97 100.00 3.15 0.57 0.85 12.86 0.00 4.000 No Yes23.28 2.0012.86 351 16.04 100.00 3.15 0.57 0.85 13.00 0.00 4.000 No Yes23.34 2.0013.00 352 16.04 100.00 3.15 0.57 0.85 12.97 0.00 4.000 No Yes23.43 2.0012.97 353 15.91 100.00 3.16 0.57 0.85 12.80 0.00 4.000 No Yes23.48 2.0012.80 354 15.74 100.00 3.16 0.57 0.85 12.63 0.00 4.000 No Yes23.52 2.0012.63 355 15.61 100.00 3.16 0.57 0.85 12.53 0.00 4.000 No Yes23.57 2.0012.53 356 15.55 100.00 3.15 0.57 0.85 12.43 0.00 4.000 No Yes23.64 2.0012.43 357 15.25 100.00 3.15 0.57 0.84 12.41 0.00 4.000 No Yes23.71 2.0012.41 358 14.93 100.00 3.16 0.58 0.84 11.75 0.00 4.000 No Yes23.80 2.0011.75 359 14.60 100.00 3.17 0.58 0.84 11.58 0.00 4.000 No Yes23.84 2.0011.58 360 14.53 100.00 3.17 0.58 0.84 11.57 0.00 4.000 No Yes23.89 2.0011.57 361 14.53 100.00 3.17 0.58 0.84 11.54 0.00 4.000 No Yes23.98 2.0011.54 362 14.66 100.00 3.17 0.58 0.84 11.53 0.00 4.000 No Yes24.03 2.0011.53 363 14.90 100.00 3.16 0.58 0.84 11.83 0.00 4.000 No Yes24.09 2.0011.83 364 15.19 100.00 3.16 0.57 0.84 12.05 0.00 4.000 No Yes24.17 2.0012.05 365 15.49 100.00 3.15 0.57 0.83 12.18 0.00 4.000 No Yes24.22 2.0012.18 366 15.75 100.00 3.14 0.57 0.83 12.48 0.00 4.000 No Yes24.30 2.0012.48 367 15.95 100.00 3.14 0.57 0.83 12.63 0.00 4.000 No Yes24.35 2.0012.63 368 16.04 100.00 3.14 0.57 0.83 12.60 0.00 4.000 No Yes24.44 2.0012.60 369 16.05 100.00 3.15 0.57 0.83 12.66 0.00 4.000 No Yes24.49 2.0012.66 370 16.01 100.00 3.15 0.57 0.83 12.56 0.00 4.000 No Yes24.58 2.0012.56 371 15.95 100.00 3.16 0.57 0.83 12.47 0.00 4.000 No Yes24.63 2.0012.47 372 15.82 100.00 3.16 0.57 0.83 12.45 0.00 4.000 No Yes24.67 2.0012.45 373 15.72 100.00 3.15 0.57 0.82 12.19 0.00 4.000 No Yes24.77 2.0012.19 374 15.62 100.00 3.14 0.57 0.82 12.18 0.00 4.000 No Yes24.81 2.0012.18 375 15.62 100.00 3.13 0.57 0.82 12.15 0.00 4.000 No Yes24.91 2.0012.15 376 15.55 100.00 3.14 0.57 0.82 12.14 0.00 4.000 No Yes24.95 2.0012.14 377 15.46 100.00 3.15 0.57 0.82 11.96 0.00 4.000 No Yes25.05 2.0011.96 378 14.80 100.00 3.18 0.58 0.82 11.88 0.00 4.000 No Yes25.09 2.0011.88 379 14.94 100.00 3.19 0.58 0.82 10.55 0.00 4.000 No Yes25.14 2.0010.55 380 15.14 100.00 3.19 0.57 0.82 12.22 0.00 4.000 No Yes25.23 2.0012.22 381 15.89 100.00 3.17 0.57 0.82 12.29 0.00 4.000 No Yes25.27 2.0012.29 382 15.96 100.00 3.16 0.57 0.81 12.26 0.00 4.000 No Yes25.36 2.0012.26 383 16.06 100.00 3.16 0.57 0.81 12.33 0.00 4.000 No Yes25.41 2.0012.33 384 16.26 100.00 3.15 0.57 0.81 12.46 0.00 4.000 No Yes25.46 2.0012.46 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 48 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 385 16.49 100.00 3.14 0.57 0.81 12.68 0.00 4.000 No Yes25.54 2.0012.68 386 16.65 100.00 3.11 0.57 0.81 12.81 0.00 4.000 No Yes25.60 2.0012.81 387 16.55 100.00 3.08 0.57 0.81 12.79 0.00 4.000 No Yes25.67 2.0012.79 388 16.42 100.00 3.07 0.57 0.81 12.39 0.00 4.000 No Yes25.73 2.0012.39 389 16.33 100.00 3.08 0.57 0.81 12.45 0.00 4.000 No Yes25.79 2.0012.45 390 16.53 100.00 3.11 0.57 0.81 12.51 0.00 4.000 No Yes25.87 2.0012.51 391 16.30 100.00 3.14 0.57 0.80 12.78 0.00 4.000 No Yes25.97 2.0012.78 392 16.79 100.00 3.15 0.58 0.80 11.87 0.00 4.000 No Yes25.99 2.0011.87 393 17.42 100.00 3.15 0.57 0.80 13.60 0.00 4.000 No Yes26.06 2.0013.60 394 18.53 100.00 3.13 0.57 0.80 14.17 0.00 4.000 No Yes26.16 2.0014.17 395 18.99 100.00 3.13 0.57 0.80 14.40 0.00 4.000 No Yes26.20 2.0014.40 396 19.09 100.00 3.14 0.56 0.80 14.59 0.00 4.000 No Yes26.29 2.0014.59 397 19.09 100.00 3.14 0.57 0.80 14.35 0.00 4.000 No Yes26.33 2.0014.35 398 18.99 100.00 3.15 0.57 0.80 14.33 0.00 4.000 No Yes26.42 2.0014.33 399 18.99 100.00 3.16 0.57 0.80 14.31 0.00 4.000 No Yes26.47 2.0014.31 400 19.19 100.00 3.15 0.57 0.80 14.30 0.00 4.000 No Yes26.52 2.0014.30 401 19.55 100.00 3.14 0.56 0.80 14.72 0.00 4.000 No Yes26.61 2.0014.72 402 20.53 100.00 3.11 0.56 0.79 15.09 0.00 4.000 No Yes26.65 2.0015.09 403 21.58 100.00 3.09 0.56 0.79 16.49 0.00 4.000 No Yes26.74 2.0016.49 404 22.80 100.00 3.06 0.56 0.79 17.08 0.00 4.000 No Yes26.79 2.0017.08 405 23.58 100.00 3.05 0.55 0.79 17.82 0.00 4.000 No Yes26.84 2.0017.82 406 24.20 100.00 3.04 0.55 0.79 18.25 0.00 4.000 No Yes26.91 2.0018.25 407 24.34 100.00 3.05 0.55 0.79 18.45 0.00 4.000 No Yes26.98 2.0018.45 408 24.11 100.00 3.06 0.55 0.79 18.04 0.00 0.716 No Yes27.07 1.9018.04 409 23.33 100.00 3.08 0.55 0.79 17.65 0.00 0.690 No Yes27.12 1.8317.65 410 22.51 100.00 3.11 0.56 0.79 16.56 0.00 0.661 No Yes27.21 1.7616.56 411 21.36 100.00 3.13 0.56 0.79 16.09 0.00 0.624 No Yes27.25 1.6616.09 412 19.59 100.00 3.17 0.56 0.78 14.95 0.00 0.567 No Yes27.30 1.5014.95 413 17.79 100.00 3.20 0.57 0.78 12.46 0.00 0.507 No Yes27.44 1.3412.46 414 16.35 100.00 3.24 0.57 0.78 11.93 0.00 0.461 No Yes27.49 1.2211.93 415 15.82 100.00 3.25 0.58 0.78 11.63 0.00 0.444 No Yes27.52 1.1811.63 416 15.46 100.00 3.26 0.58 0.77 11.25 0.00 0.432 No Yes27.58 1.1411.25 417 14.88 100.00 3.27 0.58 0.77 11.09 0.00 0.413 No Yes27.63 1.0911.09 418 14.65 100.00 3.28 0.58 0.77 10.26 0.00 0.404 No Yes27.73 1.0710.26 419 14.55 100.00 3.28 0.58 0.77 10.69 0.00 0.400 No Yes27.77 1.0610.69 420 15.01 100.00 3.27 0.58 0.77 10.82 0.00 0.413 No Yes27.84 1.0910.82 421 15.41 100.00 3.26 0.58 0.77 11.24 0.00 0.424 No Yes27.91 1.1211.24 422 15.83 100.00 3.24 0.58 0.77 11.52 0.00 0.437 No Yes27.96 1.1511.52 423 16.10 100.00 3.23 0.58 0.77 11.72 0.00 0.443 No Yes28.05 1.1611.72 424 16.10 100.00 3.23 0.58 0.77 11.78 0.00 0.442 No Yes28.10 1.1611.78 425 16.00 100.00 3.24 0.58 0.77 11.47 0.00 0.438 No Yes28.20 1.1511.47 426 15.94 100.00 3.24 0.58 0.76 11.46 0.00 0.435 No Yes28.24 1.1411.46 427 16.10 100.00 3.24 0.58 0.76 11.59 0.00 0.439 No Yes28.32 1.1511.59 428 16.36 100.00 3.23 0.58 0.76 11.79 0.00 0.446 No Yes28.37 1.1711.79 429 16.82 100.00 3.22 0.57 0.76 11.99 0.00 0.459 No Yes28.45 1.2011.99 430 17.51 100.00 3.20 0.57 0.76 12.54 0.00 0.477 No Yes28.56 1.2412.54 431 18.14 100.00 3.19 0.57 0.76 13.24 0.00 0.495 No Yes28.65 1.2913.24 432 18.56 100.00 3.18 0.57 0.76 13.31 0.00 0.507 No Yes28.69 1.3213.31 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 49 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 433 18.53 100.00 3.19 0.57 0.76 13.43 0.00 0.505 No Yes28.74 1.3113.43 434 18.46 100.00 3.19 0.57 0.76 13.13 0.00 0.501 No Yes28.81 1.3013.13 435 18.63 100.00 3.19 0.57 0.76 13.11 0.00 0.505 No Yes28.88 1.3113.11 436 19.06 100.00 3.19 0.57 0.76 13.74 0.00 0.516 No Yes28.97 1.3313.74 437 19.95 100.00 3.17 0.57 0.76 14.01 0.00 0.542 No Yes29.02 1.4014.01 438 20.70 100.00 3.15 0.56 0.76 15.00 0.00 0.562 No Yes29.11 1.4515.00 439 21.85 100.00 3.12 0.56 0.76 15.35 0.00 0.595 No Yes29.14 1.5315.35 440 22.76 100.00 3.10 0.56 0.76 16.47 0.00 0.620 No Yes29.25 1.5916.47 441 24.01 100.00 3.08 0.56 0.76 16.97 0.00 0.656 No Yes29.27 1.6916.97 442 24.83 100.00 3.07 0.55 0.76 18.04 0.00 0.679 No Yes29.34 1.7418.04 443 24.82 100.00 3.07 0.55 0.76 18.24 0.00 0.677 No Yes29.41 1.7318.24 444 23.67 100.00 3.10 0.56 0.75 16.90 0.00 0.641 No Yes29.48 1.6416.90 445 22.19 100.00 3.14 0.56 0.75 15.44 0.00 0.596 No Yes29.56 1.5315.44 446 21.31 100.00 3.16 0.56 0.75 14.92 0.00 0.569 No Yes29.62 1.4614.92 447 21.38 100.00 3.13 0.56 0.75 14.91 0.00 0.570 No Yes29.67 1.4614.91 448 21.97 100.00 3.08 0.56 0.75 15.52 0.00 0.586 No Yes29.75 1.5015.52 449 22.40 100.00 3.05 0.56 0.75 16.15 0.00 0.597 No Yes29.81 1.5216.15 450 22.07 100.00 3.06 0.56 0.75 15.77 0.00 0.586 No Yes29.89 1.4915.77 451 20.95 100.00 3.12 0.56 0.74 14.76 0.00 0.552 No Yes29.94 1.4114.76 452 18.79 100.00 3.20 0.57 0.74 13.67 0.00 0.489 No Yes29.99 1.2513.67 453 17.72 100.00 3.25 0.58 0.74 11.05 0.00 0.457 No Yes30.07 1.1711.05 454 17.43 100.00 3.27 0.57 0.74 12.37 0.00 0.448 No Yes30.13 1.1412.37 455 18.32 100.00 3.24 0.57 0.74 12.98 0.00 0.472 No Yes30.22 1.2012.98 456 18.46 100.00 3.23 0.57 0.74 12.90 0.00 0.475 No Yes30.27 1.2112.90 457 18.06 100.00 3.24 0.57 0.74 12.60 0.00 0.463 No Yes30.32 1.1712.60 458 17.60 100.00 3.25 0.57 0.73 12.08 0.00 0.448 No Yes30.42 1.1412.08 459 16.95 100.00 3.26 0.58 0.73 11.87 0.00 0.429 No Yes30.46 1.0911.87 460 16.16 100.00 3.28 0.58 0.73 11.15 0.00 0.405 No Yes30.54 1.0311.15 461 15.34 100.00 3.29 0.58 0.73 10.38 0.00 0.382 No Yes30.59 0.9710.38 462 14.72 100.00 3.31 0.58 0.73 10.09 0.00 0.363 No Yes30.68 0.9210.09 463 14.49 100.00 3.30 0.58 0.73 9.79 0.00 0.355 No Yes30.77 0.909.79 464 14.33 100.00 3.29 0.58 0.73 9.85 0.00 0.350 No Yes30.82 0.889.85 465 14.23 100.00 3.29 0.58 0.72 9.71 0.00 0.347 No Yes30.86 0.889.71 466 13.97 100.00 3.29 0.58 0.72 9.56 0.00 0.339 No Yes30.92 0.859.56 467 13.71 100.00 3.29 0.59 0.72 9.27 0.00 0.330 No Yes31.00 0.839.27 468 13.57 100.00 3.28 0.59 0.72 9.13 0.00 0.326 No Yes31.04 0.829.13 469 13.54 100.00 3.28 0.59 0.72 9.24 0.00 0.324 No Yes31.14 0.829.24 470 13.61 100.00 3.27 0.59 0.72 9.17 0.00 0.326 No Yes31.19 0.829.17 471 13.68 100.00 3.26 0.59 0.72 9.22 0.00 0.326 No Yes31.28 0.829.22 472 13.74 100.00 3.26 0.58 0.72 9.35 0.00 0.328 No Yes31.32 0.829.35 473 13.71 100.00 3.26 0.59 0.72 9.27 0.00 0.326 No Yes31.37 0.829.27 474 13.55 100.00 3.27 0.59 0.72 9.13 0.00 0.321 No Yes31.46 0.809.13 475 13.25 100.00 3.29 0.59 0.72 8.98 0.00 0.312 No Yes31.50 0.788.98 476 13.02 100.00 3.30 0.59 0.71 8.63 0.00 0.305 No Yes31.60 0.768.63 477 12.83 100.00 3.31 0.59 0.71 8.62 0.00 0.299 No Yes31.65 0.758.62 478 12.86 100.00 3.31 0.59 0.71 8.55 0.00 0.299 No Yes31.69 0.758.55 479 12.89 100.00 3.30 0.59 0.71 8.67 0.00 0.299 No Yes31.78 0.758.67 480 12.96 100.00 3.30 0.59 0.71 8.66 0.00 0.301 No Yes31.83 0.758.66 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 50 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 481 12.96 100.00 3.31 0.59 0.71 8.65 0.00 0.300 No Yes31.92 0.758.65 482 13.03 100.00 3.30 0.59 0.71 8.64 0.00 0.301 No Yes31.97 0.758.64 483 13.39 100.00 3.26 0.59 0.71 8.76 0.00 0.310 No Yes32.02 0.778.76 484 13.95 100.00 3.23 0.58 0.71 9.36 0.00 0.324 No Yes32.11 0.819.36 485 15.33 100.00 3.18 0.58 0.71 9.76 0.00 0.361 No Yes32.15 0.909.76 486 16.74 100.00 3.17 0.58 0.71 11.57 0.00 0.398 No Yes32.24 0.9911.57 487 18.38 100.00 3.15 0.57 0.71 12.23 0.00 0.441 No Yes32.28 1.0912.23 488 20.11 100.00 3.13 0.57 0.71 13.10 0.00 0.487 No Yes32.36 1.2013.10 489 21.66 100.00 3.11 0.56 0.71 15.13 0.00 0.527 No Yes32.44 1.3015.13 490 23.17 100.00 3.09 0.56 0.71 15.40 0.00 0.566 No Yes32.48 1.3915.40 491 23.96 100.00 3.09 0.56 0.71 16.20 0.00 0.585 No Yes32.58 1.4416.20 492 25.60 100.00 3.08 0.56 0.71 16.74 0.00 0.628 No Yes32.62 1.5416.74 493 27.21 100.00 3.05 0.55 0.72 18.78 0.00 0.668 No Yes32.71 1.6418.78 494 29.70 100.00 3.01 0.55 0.72 19.52 0.00 0.733 No Yes32.76 1.8019.52 495 31.56 100.00 2.98 0.54 0.72 21.93 0.00 0.780 No Yes32.85 1.9021.93 496 33.98 99.28 2.95 0.54 0.72 22.68 0.00 0.842 No Yes32.90 2.0022.68 497 35.68 97.89 2.94 0.53 0.72 24.61 0.00 0.884 No Yes32.99 2.0024.61 498 38.07 95.79 2.91 0.53 0.72 25.51 0.00 0.946 No Yes33.02 2.0025.51 499 40.12 94.06 2.89 0.52 0.72 27.74 0.00 0.998 No Yes33.09 2.0027.74 500 41.16 93.73 2.88 0.52 0.72 28.99 0.00 1.023 No Yes33.16 2.0028.99 501 39.94 95.89 2.91 0.52 0.72 27.67 0.00 0.988 No Yes33.26 2.0027.67 502 37.71 99.01 2.95 0.53 0.72 25.03 0.00 0.928 No Yes33.31 2.0025.03 503 35.67 100.00 2.98 0.53 0.72 24.11 0.00 0.874 No Yes33.36 2.0024.11 504 35.38 100.00 2.98 0.53 0.71 23.24 0.00 0.864 No Yes33.41 2.0023.24 505 36.25 99.88 2.96 0.53 0.71 24.33 0.00 0.884 No Yes33.50 2.0024.33 506 40.88 93.31 2.88 0.53 0.72 25.83 0.00 1.003 No Yes33.53 2.0025.83 507 47.25 85.71 2.78 0.51 0.72 33.07 0.00 1.163 No Yes33.63 2.0033.07 508 53.87 78.18 2.69 0.50 0.73 37.96 0.00 1.331 No Yes33.68 2.0037.96 509 57.99 73.95 2.64 0.49 0.73 40.07 0.00 1.435 No Yes33.73 2.0040.07 510 60.77 71.36 2.60 0.49 0.73 41.97 0.00 1.502 No Yes33.82 2.0041.97 511 65.92 67.12 2.55 0.48 0.73 43.93 62.81 0.147 No No33.88 0.35106.74 512 70.71 63.57 2.51 0.47 0.74 51.38 64.09 0.162 No No34.01 0.38115.47 513 74.97 60.45 2.47 0.46 0.74 52.48 63.56 0.163 No No34.05 0.38116.04 514 78.03 57.81 2.44 0.46 0.74 53.30 62.99 0.164 No No34.09 0.38116.29 515 81.93 54.49 2.39 0.45 0.74 58.09 63.18 0.174 No No34.15 0.41121.27 516 87.74 49.97 2.34 0.45 0.74 61.10 62.18 0.179 No No34.19 0.42123.28 517 91.77 46.91 2.30 0.44 0.75 66.27 62.07 0.193 No No34.29 0.44128.34 518 95.94 43.67 2.26 0.44 0.75 66.92 60.45 0.190 No No34.33 0.44127.37 519 99.85 40.54 2.22 0.44 0.75 70.24 59.25 0.196 No No34.38 0.45129.50 520 104.71 36.91 2.17 0.43 0.75 74.72 57.52 0.205 No No34.46 0.47132.24 521 108.87 33.90 2.14 0.43 0.75 77.52 55.37 0.207 No No34.52 0.47132.89 522 110.54 32.70 2.12 0.43 0.75 79.25 54.50 0.210 No No34.60 0.48133.75 523 106.34 35.24 2.15 0.43 0.75 78.36 56.86 0.215 No No34.65 0.49135.23 524 99.91 39.39 2.20 0.45 0.74 67.70 57.82 0.185 No No34.83 0.42125.52 525 92.36 44.96 2.27 0.45 0.74 64.72 60.63 0.184 No No34.84 0.42125.35 526 87.93 49.03 2.33 0.45 0.74 61.19 61.78 0.178 No No34.88 0.41122.97 527 81.37 55.24 2.40 0.45 0.74 58.03 63.44 0.175 No No34.93 0.40121.46 528 76.09 60.61 2.47 0.47 0.73 50.02 62.91 0.157 No No35.00 0.37112.93 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 51 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 529 71.98 64.96 2.52 0.47 0.73 49.38 63.87 0.158 No No35.07 0.37113.25 530 67.52 69.29 2.58 0.47 0.73 48.83 64.69 0.158 No No35.12 0.37113.52 531 60.53 76.01 2.66 0.49 0.71 40.16 0.00 1.433 No Yes35.19 2.0040.16 532 51.05 86.01 2.79 0.50 0.71 34.10 0.00 1.198 No Yes35.25 2.0034.10 533 44.78 93.05 2.88 0.52 0.70 28.21 0.00 1.042 No Yes35.34 2.0028.21 534 40.06 98.61 2.95 0.52 0.70 26.77 0.00 0.925 No Yes35.39 2.0026.77 535 36.94 100.00 2.98 0.53 0.69 24.08 0.00 0.848 No Yes35.44 2.0024.08 536 33.82 100.00 3.02 0.54 0.69 21.68 0.00 0.770 No Yes35.52 1.8321.68 537 29.30 100.00 3.08 0.54 0.68 20.25 0.00 0.659 No Yes35.57 1.5620.25 538 25.92 100.00 3.14 0.56 0.67 14.81 0.00 0.575 No Yes35.67 1.3714.81 539 23.43 100.00 3.18 0.56 0.67 14.80 0.00 0.515 No Yes35.71 1.2314.80 540 23.34 100.00 3.17 0.56 0.67 15.17 0.00 0.511 No Yes35.80 1.2115.17 541 22.95 100.00 3.16 0.56 0.67 14.57 0.00 0.501 No Yes35.85 1.1914.57 542 21.77 100.00 3.19 0.57 0.67 13.98 0.00 0.472 No Yes35.90 1.1213.98 543 20.78 100.00 3.21 0.57 0.67 12.80 0.00 0.447 No Yes35.99 1.0612.80 544 20.03 100.00 3.24 0.57 0.67 12.59 0.00 0.428 No Yes36.03 1.0212.59 545 20.12 100.00 3.24 0.57 0.66 12.44 0.00 0.428 No Yes36.18 1.0212.44 546 20.52 100.00 3.24 0.57 0.66 12.93 0.00 0.437 No Yes36.27 1.0412.93 547 21.77 100.00 3.23 0.57 0.67 13.30 0.00 0.466 No Yes36.30 1.1013.30 548 23.01 100.00 3.22 0.56 0.67 14.83 0.00 0.494 No Yes36.41 1.1714.83 549 24.39 100.00 3.21 0.56 0.67 15.33 0.00 0.526 No Yes36.45 1.2415.33 550 25.74 100.00 3.20 0.56 0.67 15.97 0.00 0.557 No Yes36.49 1.3115.97 551 27.61 100.00 3.17 0.55 0.67 17.45 0.00 0.600 No Yes36.56 1.4117.45 552 29.65 100.00 3.14 0.55 0.67 19.00 0.00 0.647 No Yes36.63 1.5219.00 553 31.15 100.00 3.12 0.55 0.67 19.96 0.00 0.681 No Yes36.69 1.6019.96 554 31.81 100.00 3.13 0.54 0.67 20.40 0.00 0.695 No Yes36.77 1.6320.40 555 31.45 100.00 3.15 0.54 0.67 20.25 0.00 0.685 No Yes36.82 1.6120.25 556 31.37 100.00 3.16 0.55 0.67 19.17 0.00 0.681 No Yes36.93 1.6019.17 557 31.14 100.00 3.17 0.55 0.67 20.17 0.00 0.675 No Yes36.96 1.5820.17 558 31.64 100.00 3.16 0.55 0.67 19.73 0.00 0.685 No Yes37.02 1.6119.73 559 30.74 100.00 3.18 0.55 0.67 20.10 0.00 0.663 No Yes37.07 1.5520.10 560 28.17 100.00 3.24 0.55 0.66 18.31 0.00 0.602 No Yes37.16 1.4118.31 561 24.88 100.00 3.31 0.56 0.66 14.62 0.00 0.524 No Yes37.25 1.2314.62 562 21.75 100.00 3.38 0.57 0.66 13.59 0.00 0.451 No Yes37.29 1.0613.59 563 19.89 100.00 3.41 0.57 0.65 12.20 0.00 0.407 No Yes37.35 0.9612.20 564 17.89 100.00 3.45 0.58 0.65 10.99 0.00 0.360 No Yes37.43 0.8510.99 565 16.28 100.00 3.47 0.58 0.65 9.74 0.00 0.323 No Yes37.48 0.769.74 566 14.87 100.00 3.48 0.59 0.64 9.11 0.00 0.290 No Yes37.57 0.689.11 567 14.06 100.00 3.46 0.59 0.64 8.30 0.00 0.270 No Yes37.66 0.648.30 568 13.43 100.00 3.44 0.59 0.64 8.17 0.00 0.256 No Yes37.69 0.608.17 569 13.11 100.00 3.43 0.59 0.64 7.92 0.00 0.248 No Yes37.76 0.587.92 570 12.84 100.00 3.41 0.59 0.64 7.67 0.00 0.242 No Yes37.80 0.577.67 571 12.72 100.00 3.39 0.59 0.64 7.66 0.00 0.238 No Yes37.90 0.567.66 572 12.72 100.00 3.35 0.59 0.64 7.65 0.00 0.237 No Yes37.98 0.567.65 573 12.79 100.00 3.34 0.59 0.64 7.65 0.00 0.239 No Yes38.03 0.567.65 574 12.85 100.00 3.33 0.59 0.64 7.76 0.00 0.240 No Yes38.08 0.567.76 575 13.02 100.00 3.32 0.59 0.64 7.76 0.00 0.243 No Yes38.12 0.577.76 576 13.15 100.00 3.33 0.59 0.64 7.93 0.00 0.245 No Yes38.22 0.577.93 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 52 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 577 13.28 100.00 3.34 0.59 0.64 7.98 0.00 0.248 No Yes38.26 0.587.98 578 13.35 100.00 3.35 0.59 0.63 7.97 0.00 0.249 No Yes38.36 0.587.97 579 13.31 100.00 3.36 0.59 0.63 8.03 0.00 0.248 No Yes38.41 0.588.03 580 13.25 100.00 3.36 0.59 0.63 7.89 0.00 0.245 No Yes38.51 0.577.89 581 13.08 100.00 3.36 0.59 0.63 7.83 0.00 0.242 No Yes38.54 0.567.83 582 12.82 100.00 3.36 0.59 0.63 7.71 0.00 0.235 No Yes38.59 0.557.71 583 12.43 100.00 3.37 0.59 0.63 7.39 0.00 0.226 No Yes38.65 0.537.39 584 12.07 100.00 3.38 0.59 0.63 7.09 0.00 0.218 No Yes38.72 0.517.09 585 11.87 100.00 3.38 0.59 0.63 7.02 0.00 0.213 No Yes38.81 0.507.02 586 11.90 100.00 3.36 0.59 0.63 7.01 0.00 0.213 No Yes38.86 0.507.01 587 12.00 100.00 3.34 0.59 0.63 7.12 0.00 0.215 No Yes39.00 0.507.12 588 12.10 100.00 3.32 0.59 0.63 7.18 0.00 0.217 No Yes39.01 0.507.18 589 12.24 100.00 3.33 0.59 0.63 7.18 0.00 0.219 No Yes39.05 0.517.18 590 12.37 100.00 3.34 0.59 0.63 7.34 0.00 0.222 No Yes39.13 0.527.34 591 12.07 100.00 3.38 0.59 0.63 7.40 0.00 0.215 No Yes39.19 0.507.40 592 12.37 100.00 3.38 0.60 0.62 6.62 0.00 0.221 No Yes39.24 0.516.62 593 12.67 100.00 3.37 0.59 0.63 7.86 0.00 0.227 No Yes39.37 0.537.86 594 13.39 100.00 3.35 0.59 0.63 7.91 0.00 0.242 No Yes39.41 0.567.91 595 13.52 100.00 3.34 0.59 0.62 7.91 0.00 0.245 No Yes39.46 0.577.91 596 13.56 100.00 3.31 0.59 0.62 8.08 0.00 0.245 No Yes39.51 0.578.08 597 13.46 100.00 3.29 0.59 0.62 7.95 0.00 0.243 No Yes39.60 0.567.95 598 13.17 100.00 3.29 0.59 0.62 7.70 0.00 0.236 No Yes39.65 0.557.70 599 12.80 100.00 3.31 0.59 0.62 7.52 0.00 0.227 No Yes39.73 0.537.52 600 12.51 100.00 3.32 0.59 0.62 7.27 0.00 0.221 No Yes39.79 0.517.27 601 12.28 100.00 3.33 0.59 0.62 7.15 0.00 0.215 No Yes39.87 0.507.15 602 12.19 100.00 3.33 0.59 0.62 7.09 0.00 0.213 No Yes39.92 0.497.09 603 12.15 100.00 3.34 0.59 0.62 7.08 0.00 0.212 No Yes39.97 0.497.08 604 12.16 100.00 3.35 0.59 0.62 7.07 0.00 0.212 No Yes40.05 0.497.07 605 12.40 100.00 3.34 0.59 0.62 7.07 0.00 0.216 No Yes40.10 0.507.07 606 12.64 100.00 3.34 0.59 0.62 7.47 0.00 0.221 No Yes40.19 0.517.47 607 12.84 100.00 3.32 0.59 0.62 7.47 0.00 0.225 No Yes40.24 0.527.47 608 12.81 100.00 3.31 0.59 0.62 7.40 0.00 0.224 No Yes40.33 0.527.40 609 12.58 100.00 3.31 0.59 0.62 7.39 0.00 0.219 No Yes40.38 0.507.39 610 12.32 100.00 3.32 0.59 0.61 7.04 0.00 0.213 No Yes40.44 0.497.04 611 12.05 100.00 3.33 0.59 0.61 6.91 0.00 0.206 No Yes40.52 0.476.91 612 11.99 100.00 3.33 0.59 0.61 6.91 0.00 0.205 No Yes40.55 0.476.91 613 11.99 100.00 3.33 0.59 0.61 6.90 0.00 0.204 No Yes40.66 0.476.90 614 12.02 100.00 3.32 0.59 0.61 6.89 0.00 0.205 No Yes40.71 0.476.89 615 12.06 100.00 3.31 0.59 0.61 6.94 0.00 0.205 No Yes40.79 0.476.94 616 12.09 100.00 3.31 0.59 0.61 6.94 0.00 0.205 No Yes40.84 0.476.94 617 12.09 100.00 3.31 0.59 0.61 6.94 0.00 0.205 No Yes40.88 0.476.94 618 12.10 100.00 3.31 0.59 0.61 6.93 0.00 0.205 No Yes40.98 0.476.93 619 12.13 100.00 3.32 0.59 0.61 6.92 0.00 0.205 No Yes41.02 0.476.92 620 12.17 100.00 3.33 0.59 0.61 6.97 0.00 0.205 No Yes41.11 0.476.97 621 12.33 100.00 3.34 0.59 0.61 6.97 0.00 0.209 No Yes41.16 0.486.97 622 12.62 100.00 3.33 0.59 0.61 7.19 0.00 0.215 No Yes41.21 0.497.19 623 13.02 100.00 3.33 0.59 0.61 7.47 0.00 0.222 No Yes41.30 0.517.47 624 13.35 100.00 3.33 0.59 0.61 7.65 0.00 0.229 No Yes41.35 0.527.65 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 53 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 625 13.55 100.00 3.34 0.59 0.61 7.76 0.00 0.233 No Yes41.43 0.537.76 626 13.75 100.00 3.34 0.59 0.61 7.80 0.00 0.236 No Yes41.48 0.547.80 627 14.07 100.00 3.33 0.59 0.61 7.97 0.00 0.243 No Yes41.55 0.557.97 628 14.41 100.00 3.31 0.59 0.61 8.31 0.00 0.249 No Yes41.62 0.578.31 629 14.64 100.00 3.29 0.59 0.61 8.37 0.00 0.254 No Yes41.67 0.588.37 630 14.57 100.00 3.29 0.59 0.61 8.36 0.00 0.252 No Yes41.76 0.578.36 631 14.21 100.00 3.29 0.59 0.61 8.17 0.00 0.244 No Yes41.81 0.568.17 632 13.79 100.00 3.30 0.59 0.60 7.71 0.00 0.235 No Yes41.90 0.537.71 633 13.33 100.00 3.30 0.59 0.60 7.59 0.00 0.225 No Yes41.94 0.517.59 634 13.07 100.00 3.28 0.59 0.60 7.35 0.00 0.219 No Yes42.03 0.507.35 635 12.71 100.00 3.25 0.59 0.60 7.23 0.00 0.211 No Yes42.08 0.487.23 636 12.38 100.00 3.23 0.59 0.60 6.93 0.00 0.204 No Yes42.17 0.466.93 637 11.99 100.00 3.26 0.60 0.60 6.75 0.00 0.196 No Yes42.22 0.446.75 638 11.76 100.00 3.32 0.60 0.60 6.52 0.00 0.190 No Yes42.31 0.436.52 639 11.07 100.00 3.40 0.60 0.60 6.52 0.00 0.176 No Yes42.36 0.406.52 640 11.23 100.00 3.41 0.60 0.60 5.54 0.00 0.179 No Yes42.41 0.415.54 641 11.65 100.00 3.41 0.60 0.60 6.79 0.00 0.188 No Yes42.46 0.436.79 642 12.70 100.00 3.38 0.59 0.60 7.24 0.00 0.208 No Yes42.55 0.477.24 643 13.09 100.00 3.38 0.59 0.60 7.35 0.00 0.216 No Yes42.60 0.497.35 644 13.25 100.00 3.39 0.59 0.60 7.46 0.00 0.219 No Yes42.66 0.507.46 645 13.52 100.00 3.38 0.59 0.60 7.51 0.00 0.224 No Yes42.74 0.517.51 646 13.74 100.00 3.37 0.59 0.60 7.78 0.00 0.228 No Yes42.83 0.527.78 647 13.91 100.00 3.37 0.59 0.60 7.84 0.00 0.231 No Yes42.87 0.527.84 648 13.81 100.00 3.37 0.59 0.60 7.77 0.00 0.229 No Yes42.92 0.527.77 649 13.62 100.00 3.38 0.59 0.60 7.60 0.00 0.224 No Yes43.01 0.517.60 650 13.49 100.00 3.38 0.59 0.60 7.47 0.00 0.222 No Yes43.06 0.507.47 651 13.42 100.00 3.37 0.59 0.59 7.52 0.00 0.220 No Yes43.15 0.507.52 652 13.43 100.00 3.36 0.59 0.59 7.46 0.00 0.219 No Yes43.20 0.507.46 653 13.36 100.00 3.36 0.59 0.59 7.46 0.00 0.218 No Yes43.24 0.497.46 654 13.30 100.00 3.37 0.59 0.59 7.39 0.00 0.216 No Yes43.34 0.497.39 655 13.63 100.00 3.36 0.59 0.59 7.33 0.00 0.222 No Yes43.38 0.507.33 656 14.16 100.00 3.35 0.59 0.59 7.99 0.00 0.232 No Yes43.52 0.527.99 657 14.78 100.00 3.33 0.59 0.59 8.28 0.00 0.245 No Yes43.54 0.558.28 658 15.17 100.00 3.31 0.59 0.59 8.38 0.00 0.252 No Yes43.61 0.578.38 659 15.31 100.00 3.31 0.59 0.59 8.66 0.00 0.254 No Yes43.64 0.578.66 660 15.37 100.00 3.30 0.59 0.59 8.48 0.00 0.255 No Yes43.75 0.578.48 661 15.24 100.00 3.31 0.59 0.59 8.48 0.00 0.252 No Yes43.79 0.578.48 662 15.21 100.00 3.32 0.59 0.59 8.41 0.00 0.251 No Yes43.84 0.568.41 663 15.18 100.00 3.33 0.59 0.59 8.40 0.00 0.250 No Yes43.94 0.568.40 664 15.12 100.00 3.35 0.59 0.59 8.40 0.00 0.248 No Yes43.98 0.568.40 665 15.05 100.00 3.35 0.59 0.59 8.27 0.00 0.247 No Yes44.07 0.558.27 666 14.92 100.00 3.36 0.59 0.59 8.27 0.00 0.244 No Yes44.13 0.558.27 667 14.79 100.00 3.36 0.59 0.59 8.15 0.00 0.241 No Yes44.16 0.548.15 668 14.66 100.00 3.37 0.59 0.59 8.03 0.00 0.238 No Yes44.23 0.538.03 669 14.60 100.00 3.37 0.59 0.59 8.03 0.00 0.236 No Yes44.30 0.538.03 670 14.67 100.00 3.37 0.59 0.59 8.02 0.00 0.237 No Yes44.38 0.538.02 671 14.77 100.00 3.37 0.59 0.59 8.13 0.00 0.239 No Yes44.44 0.538.13 672 14.96 100.00 3.36 0.59 0.59 8.18 0.00 0.242 No Yes44.49 0.548.18 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 54 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 673 15.13 100.00 3.35 0.59 0.59 8.33 0.00 0.245 No Yes44.58 0.558.33 674 15.23 100.00 3.34 0.59 0.59 8.39 0.00 0.246 No Yes44.62 0.558.39 675 15.23 100.00 3.34 0.59 0.58 8.32 0.00 0.246 No Yes44.72 0.558.32 676 15.20 100.00 3.32 0.59 0.58 8.31 0.00 0.245 No Yes44.76 0.558.31 677 15.20 100.00 3.28 0.59 0.58 8.30 0.00 0.244 No Yes44.85 0.558.30 678 15.33 100.00 3.26 0.59 0.58 8.30 0.00 0.247 No Yes44.89 0.558.30 679 15.63 100.00 3.30 0.59 0.58 8.52 0.00 0.252 No Yes44.95 0.568.52 680 16.42 100.00 3.33 0.59 0.58 8.79 0.00 0.267 No Yes45.04 0.608.79 681 18.96 100.00 3.27 0.58 0.58 9.62 0.00 0.316 No Yes45.09 0.709.62 682 22.22 100.00 3.17 0.57 0.59 12.85 0.00 0.378 No Yes45.18 0.8412.85 683 24.63 100.00 3.08 0.57 0.59 14.41 0.00 0.424 No Yes45.22 0.9414.41 684 24.40 100.00 3.07 0.57 0.59 13.76 0.00 0.419 No Yes45.30 0.9313.76 685 22.63 100.00 3.10 0.57 0.59 12.43 0.00 0.384 No Yes45.36 0.8512.43 686 20.60 100.00 3.17 0.58 0.59 11.28 0.00 0.345 No Yes45.43 0.7711.28 687 19.09 100.00 3.22 0.58 0.58 10.19 0.00 0.315 No Yes45.50 0.7010.19 688 18.05 100.00 3.26 0.58 0.58 9.79 0.00 0.295 No Yes45.54 0.669.79 689 17.69 100.00 3.28 0.58 0.58 9.45 0.00 0.287 No Yes45.64 0.649.45 690 17.82 100.00 3.27 0.58 0.58 9.55 0.00 0.289 No Yes45.68 0.649.55 691 18.61 100.00 3.25 0.58 0.58 9.99 0.00 0.304 No Yes45.78 0.679.99 692 19.60 100.00 3.21 0.58 0.58 10.77 0.00 0.322 No Yes45.83 0.7110.77 693 21.21 100.00 3.16 0.58 0.58 11.21 0.00 0.353 No Yes45.87 0.7811.21 694 22.65 100.00 3.11 0.57 0.58 12.73 0.00 0.379 No Yes45.96 0.8412.73 695 24.26 100.00 3.06 0.57 0.59 13.24 0.00 0.409 No Yes46.01 0.9113.24 696 24.89 100.00 3.04 0.57 0.59 13.96 0.00 0.420 No Yes46.10 0.9313.96 697 24.96 100.00 3.04 0.57 0.59 13.79 0.00 0.421 No Yes46.15 0.9313.79 698 24.53 100.00 3.06 0.57 0.58 13.31 0.00 0.412 No Yes46.24 0.9113.31 699 24.07 100.00 3.08 0.57 0.58 13.19 0.00 0.403 No Yes46.28 0.8913.19 700 23.19 100.00 3.12 0.57 0.58 12.96 0.00 0.386 No Yes46.33 0.8512.96 701 22.01 100.00 3.16 0.58 0.58 11.75 0.00 0.363 No Yes46.42 0.8011.75 702 20.77 100.00 3.19 0.58 0.58 11.13 0.00 0.339 No Yes46.47 0.7511.13 703 20.21 100.00 3.19 0.58 0.58 10.78 0.00 0.328 No Yes46.56 0.7210.78 704 20.02 100.00 3.19 0.58 0.58 10.78 0.00 0.324 No Yes46.60 0.7210.78 705 20.19 100.00 3.19 0.58 0.58 10.76 0.00 0.326 No Yes46.70 0.7210.76 706 20.48 100.00 3.21 0.58 0.58 11.03 0.00 0.332 No Yes46.74 0.7311.03 707 22.03 100.00 3.21 0.58 0.58 11.25 0.00 0.360 No Yes46.79 0.7911.25 708 24.40 100.00 3.17 0.57 0.58 13.36 0.00 0.403 No Yes46.93 0.8913.36 709 28.90 100.00 3.09 0.56 0.58 15.07 0.00 0.487 No Yes46.96 1.0715.07 710 33.33 100.00 3.02 0.55 0.59 19.05 0.00 0.568 No Yes47.02 1.2419.05 711 38.39 100.00 2.96 0.54 0.59 21.16 0.00 0.662 No Yes47.07 1.4421.16 712 41.27 98.54 2.94 0.53 0.60 24.11 0.00 0.714 No Yes47.16 1.5524.11 713 43.03 98.02 2.94 0.53 0.60 24.28 0.00 0.746 No Yes47.20 1.6224.28 714 43.20 98.92 2.95 0.53 0.60 24.39 0.00 0.748 No Yes47.25 1.6324.39 715 43.25 99.82 2.96 0.53 0.60 24.42 0.00 0.747 No Yes47.35 1.6224.42 716 43.11 100.00 2.97 0.53 0.60 24.36 0.00 0.744 No Yes47.39 1.6224.36 717 43.91 100.00 2.96 0.53 0.60 24.08 0.00 0.757 No Yes47.48 1.6424.08 718 44.78 98.13 2.94 0.53 0.60 25.81 0.00 0.772 No Yes47.53 1.6725.81 719 43.28 97.44 2.93 0.53 0.60 25.91 0.00 0.743 No Yes47.59 1.6125.91 720 37.20 100.00 2.98 0.54 0.59 21.36 0.00 0.631 No Yes47.64 1.3721.36 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 55 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs 721 30.25 100.00 3.06 0.56 0.58 14.91 0.00 0.502 No Yes47.77 1.1014.91 722 25.10 100.00 3.14 0.57 0.57 13.49 0.00 0.407 No Yes47.82 0.8913.49 723 23.01 100.00 3.19 0.57 0.57 12.31 0.00 0.369 No Yes47.86 0.8112.31 724 22.31 100.00 3.23 0.58 0.57 11.31 0.00 0.355 No Yes47.91 0.7811.31 725 20.87 100.00 3.31 0.57 0.57 12.27 0.00 0.329 No Yes47.99 0.7212.27 726 21.43 100.00 3.34 0.58 0.56 9.86 0.00 0.338 No Yes48.05 0.749.86 727 24.24 100.00 3.29 0.57 0.57 12.21 0.00 0.389 No Yes48.13 0.8512.21 728 29.36 100.00 3.18 0.56 0.58 17.05 0.00 0.481 No Yes48.19 1.0517.05 729 33.13 100.00 3.11 0.55 0.58 18.59 0.00 0.549 No Yes48.23 1.1918.59 730 33.67 100.00 3.10 0.55 0.58 18.68 0.00 0.557 No Yes48.33 1.2118.68 731 32.42 100.00 3.12 0.55 0.58 17.98 0.00 0.534 No Yes48.37 1.1617.98 732 30.68 100.00 3.16 0.56 0.57 16.36 0.00 0.502 No Yes48.46 1.0916.36 733 29.34 100.00 3.20 0.56 0.57 15.61 0.00 0.477 No Yes48.52 1.0415.61 734 29.64 100.00 3.20 0.56 0.57 15.60 0.00 0.482 No Yes48.56 1.0515.60 735 31.77 100.00 3.17 0.56 0.57 16.83 0.00 0.519 No Yes48.65 1.1316.83 736 36.23 100.00 3.10 0.55 0.58 19.28 0.00 0.598 No Yes48.70 1.3019.28 737 40.53 100.00 3.05 0.53 0.59 23.39 0.00 0.673 No Yes48.84 1.4523.39 738 43.67 100.00 3.02 0.53 0.59 24.39 0.00 0.729 No Yes48.87 1.5724.39 739 44.98 100.00 3.01 0.53 0.59 24.86 0.00 0.752 No Yes48.89 1.6224.86 740 45.76 100.00 3.01 0.53 0.59 25.73 0.00 0.764 No Yes48.97 1.6525.73 741 47.39 100.00 2.98 0.53 0.59 25.77 0.00 0.793 No Yes49.02 1.7125.77 742 49.69 98.37 2.94 0.52 0.59 27.77 0.00 0.832 No Yes49.11 1.7927.77 743 59.28 87.19 2.80 0.52 0.59 29.79 0.00 1.001 No Yes49.15 2.0029.79 744 73.97 73.45 2.63 0.48 0.61 43.59 0.00 1.259 No Yes49.24 2.0043.59 745 91.92 57.28 2.43 0.46 0.63 55.71 63.49 0.170 No No49.29 0.35119.21 746 103.54 47.98 2.31 0.45 0.64 64.44 62.13 0.188 No No49.38 0.39126.58 747 107.23 44.14 2.26 0.45 0.64 66.22 60.55 0.188 No No49.43 0.39126.76 748 97.00 49.48 2.33 0.45 0.64 62.95 62.45 0.184 No No49.48 0.38125.39 749 82.38 58.77 2.45 0.49 0.61 43.91 60.67 0.144 No No49.57 0.30104.58 750 58.52 75.63 2.66 0.50 0.60 37.63 0.00 0.978 No Yes49.62 2.0037.63 751 43.22 88.03 2.81 0.56 0.57 17.78 0.00 0.706 No Yes49.75 1.5317.78 752 30.60 100.00 2.99 0.56 0.57 16.20 0.00 0.485 No Yes49.80 1.0516.20 753 28.14 100.00 3.02 0.56 0.56 14.96 0.00 0.441 No Yes49.85 0.9614.96 754 25.32 100.00 3.07 0.57 0.56 13.64 0.00 0.392 No Yes49.88 0.8513.64 755 23.20 100.00 3.03 0.58 0.55 11.45 0.00 0.354 No Yes49.94 0.7711.45 756 21.90 96.06 2.91 0.58 0.55 11.38 0.00 0.331 No Yes50.03 0.7211.38 757 22.12 0.00 N/A 0.78 0.45 9.19 0.00 4.000 No No50.07 2.009.19 758 20.60 0.00 N/A 0.78 0.45 9.44 0.00 4.000 No No50.16 2.009.44 759 18.69 0.00 N/A 0.78 0.45 7.18 0.00 4.000 No No50.29 2.007.18 760 16.28 0.00 N/A 0.78 0.45 6.72 0.00 4.000 No No50.32 2.006.72 761 15.64 0.00 N/A 0.78 0.45 6.34 0.00 4.000 No No50.35 2.006.34 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 56 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID FC (%)qt (tsf) qc1NCNIcm Δqc1N CRR7.5 Belongs to trans. layer Clay-like behaviour Depth FSqc1N,cs Abbreviations Depth: qt: FC: Ic: m: CN: qc1N : Δqc1N: qc1N,cs: CRR7.5 : FS: Depth from free surface, at which CPT was performed (ft) Fines content (%) Soil behavior type index Stress exponent Overburden correction factor Normalized and adjusted cone resistance Cone resistance correction factor due to fines Normalized and adjusted cone resistance Cyclic resistance ratio for Mw =7.5 (for PL=16%) Factor of safety against soil liquefaction CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 57 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 0.08 2.00 0.00 0.00 0.05 0.00 0.13 2.00 0.00 0.00 0.05 0.00 0.21 2.00 0.00 0.00 0.08 0.00 0.27 2.00 0.00 0.00 0.06 0.00 0.33 2.00 0.00 0.00 0.06 0.00 0.40 2.00 0.00 0.00 0.07 0.00 0.46 2.00 0.00 0.00 0.06 0.00 0.55 2.00 0.00 0.00 0.09 0.00 0.59 2.00 0.00 0.00 0.05 0.00 0.69 2.00 0.00 0.00 0.09 0.00 0.73 2.00 0.00 0.00 0.04 0.00 0.82 2.00 0.00 0.00 0.09 0.00 0.87 2.00 0.00 0.00 0.04 0.00 0.95 2.00 0.00 0.00 0.08 0.00 1.01 2.00 0.00 0.00 0.06 0.00 1.06 2.00 0.00 0.00 0.05 0.00 1.14 2.00 0.00 0.00 0.09 0.00 1.20 2.00 0.00 0.00 0.05 0.00 1.29 2.00 0.00 0.00 0.09 0.00 1.33 2.00 0.00 0.00 0.04 0.00 1.38 2.00 0.00 0.00 0.05 0.00 1.45 2.00 0.00 0.00 0.07 0.00 1.52 2.00 0.00 0.00 0.06 0.00 1.61 2.00 0.00 0.00 0.10 0.00 1.65 2.00 0.00 0.00 0.04 0.00 1.74 2.00 0.00 0.00 0.09 0.00 1.80 2.00 0.00 0.00 0.05 0.00 1.84 2.00 0.00 0.00 0.04 0.00 1.92 2.00 0.00 0.00 0.08 0.00 1.98 2.00 0.00 0.00 0.06 0.00 2.04 2.00 0.00 0.00 0.06 0.00 2.12 2.00 0.00 0.00 0.07 0.00 2.18 2.00 0.00 0.00 0.06 0.00 2.25 2.00 0.00 0.00 0.07 0.00 2.30 2.00 0.00 0.00 0.05 0.00 2.37 2.00 0.00 0.00 0.06 0.00 2.44 2.00 0.00 0.00 0.07 0.00 2.53 2.00 0.00 0.00 0.10 0.00 2.58 2.00 0.00 0.00 0.04 0.00 2.63 2.00 0.00 0.00 0.06 0.00 2.71 2.00 0.00 0.00 0.08 0.00 2.76 2.00 0.00 0.00 0.05 0.00 2.83 2.00 0.00 0.00 0.07 0.00 2.89 2.00 0.00 0.00 0.06 0.00 2.99 2.00 0.00 0.00 0.10 0.00 3.03 2.00 0.00 0.00 0.04 0.00 3.12 2.00 0.00 0.00 0.09 0.00 3.17 2.00 0.00 0.00 0.06 0.00 3.22 2.00 0.00 0.00 0.05 0.00 3.29 2.00 0.00 0.00 0.07 0.00 3.36 2.00 0.00 0.00 0.07 0.00 3.41 2.00 0.00 0.00 0.05 0.00 3.49 2.00 0.00 0.00 0.08 0.00 3.54 2.00 0.00 0.00 0.05 0.00 3.64 2.00 0.00 0.00 0.09 0.00 3.68 2.00 0.00 0.00 0.05 0.00 3.76 2.00 0.00 0.00 0.07 0.00 3.82 2.00 0.00 0.00 0.06 0.00 3.92 2.00 0.00 0.00 0.10 0.00 3.95 2.00 0.00 0.00 0.03 0.00 4.01 2.00 0.00 0.00 0.06 0.00 4.08 2.00 0.00 0.00 0.08 0.00 4.14 2.00 0.00 0.00 0.06 0.00 4.23 2.00 0.00 0.00 0.08 0.00 4.28 2.00 0.00 0.00 0.05 0.00 4.37 2.00 0.00 0.00 0.09 0.00 4.42 2.00 0.00 0.00 0.05 0.00 4.47 2.00 0.00 0.00 0.05 0.00 4.56 2.00 0.00 0.00 0.09 0.00 4.60 2.00 0.00 0.00 0.04 0.00 4.70 2.00 0.00 0.00 0.09 0.00 4.73 2.00 0.00 0.00 0.03 0.00 4.80 2.00 0.00 0.00 0.07 0.00 4.89 2.00 0.00 0.00 0.10 0.00 4.94 2.00 0.00 0.00 0.04 0.00 5.03 2.00 0.00 0.00 0.09 0.00 5.08 2.00 0.00 0.00 0.05 0.00 5.13 2.00 0.00 0.00 0.05 0.00 5.22 2.00 0.00 0.00 0.09 0.00 5.26 2.00 0.00 0.00 0.05 0.00 5.35 2.00 0.00 0.00 0.09 0.00 5.40 2.00 0.00 0.00 0.04 0.00 5.45 2.00 0.00 0.00 0.05 0.00 5.54 2.00 0.00 0.00 0.09 0.00 5.59 2.00 0.00 0.00 0.05 0.00 5.65 2.00 0.00 0.00 0.07 0.00 5.72 2.00 0.00 0.00 0.07 0.00 5.86 2.00 0.00 0.00 0.14 0.00 5.88 2.00 0.00 0.00 0.02 0.00 5.91 2.00 0.00 0.00 0.03 0.00 6.00 2.00 0.00 0.00 0.09 0.00 6.05 2.00 0.00 0.00 0.05 0.00 6.14 2.00 0.00 0.00 0.09 0.00 6.19 2.00 0.00 0.00 0.05 0.00 6.27 2.00 0.00 0.00 0.08 0.00 6.33 2.00 0.00 0.00 0.06 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 58 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 6.37 2.00 0.00 0.00 0.05 0.00 6.51 2.00 0.00 0.00 0.14 0.00 6.60 2.00 0.00 0.00 0.09 0.00 6.63 2.00 0.00 0.00 0.03 0.00 6.74 2.00 0.00 0.00 0.11 0.00 6.79 2.00 0.00 0.00 0.05 0.00 6.83 2.00 0.00 0.00 0.04 0.00 6.89 2.00 0.00 0.00 0.06 0.00 6.97 2.00 0.00 0.00 0.08 0.00 7.11 2.00 0.00 0.00 0.13 0.00 7.13 2.00 0.00 0.00 0.02 0.00 7.16 2.00 0.00 0.00 0.03 0.00 7.25 2.00 0.00 0.00 0.09 0.00 7.30 2.00 0.00 0.00 0.05 0.00 7.39 2.00 0.00 0.00 0.09 0.00 7.43 2.00 0.00 0.00 0.04 0.00 7.53 2.00 0.00 0.00 0.10 0.00 7.57 2.00 0.00 0.00 0.04 0.00 7.62 2.00 0.00 0.00 0.04 0.00 7.70 2.00 0.00 0.00 0.09 0.00 7.76 2.00 0.00 0.00 0.05 0.00 7.85 2.00 0.00 0.00 0.09 0.00 7.89 2.00 0.00 0.00 0.05 0.00 7.98 2.00 0.00 0.00 0.09 0.00 8.09 2.00 0.00 0.00 0.11 0.00 8.12 2.00 0.00 0.00 0.03 0.00 8.17 2.00 0.00 0.00 0.04 0.00 8.30 2.00 0.00 0.00 0.13 0.00 8.31 2.00 0.00 0.00 0.02 0.00 8.35 2.00 0.00 0.00 0.04 0.00 8.40 2.00 0.00 0.00 0.05 0.00 8.49 2.00 0.00 0.00 0.09 0.00 8.54 2.00 0.00 0.00 0.05 0.00 8.63 2.00 0.00 0.00 0.09 0.00 8.68 2.00 0.00 0.00 0.04 0.00 8.77 2.00 0.00 0.00 0.09 0.00 8.81 2.00 0.00 0.00 0.04 0.00 8.86 2.00 0.00 0.00 0.05 0.00 9.00 2.00 0.00 0.00 0.14 0.00 9.04 2.00 0.00 0.00 0.05 0.00 9.09 2.00 0.00 0.00 0.04 0.00 9.14 2.00 0.00 0.00 0.05 0.00 9.23 2.00 0.00 0.00 0.09 0.00 9.28 2.00 0.00 0.00 0.05 0.00 9.32 2.00 0.00 0.00 0.04 0.00 9.43 2.00 0.00 0.00 0.11 0.00 9.47 2.00 0.00 0.00 0.04 0.00 9.55 2.00 0.00 0.00 0.08 0.00 9.64 2.00 0.00 0.00 0.09 0.00 9.65 2.00 0.00 0.00 0.01 0.00 9.78 2.00 0.00 0.00 0.13 0.00 9.80 2.00 0.00 0.00 0.02 0.00 9.87 2.00 0.00 0.00 0.07 0.00 9.92 2.00 0.00 0.00 0.05 0.00 10.01 2.00 0.00 0.00 0.10 0.00 10.04 2.00 0.00 0.00 0.03 0.00 10.12 2.00 0.00 0.00 0.08 0.00 10.18 2.00 0.00 0.00 0.05 0.00 10.26 2.00 0.00 0.00 0.08 0.00 10.36 2.00 0.00 0.00 0.10 0.00 10.40 2.00 0.00 0.00 0.05 0.00 10.45 2.00 0.00 0.00 0.04 0.00 10.50 2.00 0.00 0.00 0.05 0.00 10.60 2.00 0.00 0.00 0.10 0.00 10.64 2.00 0.00 0.00 0.04 0.00 10.72 2.00 0.00 0.00 0.08 0.00 10.82 2.00 0.00 0.00 0.10 0.00 10.86 2.00 0.00 0.00 0.04 0.00 10.91 2.00 0.00 0.00 0.06 0.00 10.96 2.00 0.00 0.00 0.05 0.00 11.05 2.00 0.00 0.00 0.09 0.00 11.10 2.00 0.00 0.00 0.04 0.00 11.19 2.00 0.00 0.00 0.09 0.00 11.24 2.00 0.00 0.00 0.05 0.00 11.33 2.00 0.00 0.00 0.09 0.00 11.37 2.00 0.00 0.00 0.04 0.00 11.45 2.00 0.00 0.00 0.08 0.00 11.57 2.00 0.00 0.00 0.13 0.00 11.60 2.00 0.00 0.00 0.03 0.00 11.65 2.00 0.00 0.00 0.05 0.00 11.69 2.00 0.00 0.00 0.04 0.00 11.79 2.00 0.00 0.00 0.09 0.00 11.84 2.00 0.00 0.00 0.05 0.00 11.88 2.00 0.00 0.00 0.05 0.00 11.98 2.00 0.00 0.00 0.09 0.00 12.02 2.00 0.00 0.00 0.04 0.00 12.11 2.00 0.00 0.00 0.09 0.00 12.16 2.00 0.00 0.00 0.05 0.00 12.21 2.00 0.00 0.00 0.05 0.00 12.29 2.00 0.00 0.00 0.09 0.00 12.34 2.00 0.00 0.00 0.05 0.00 12.43 2.00 0.00 0.00 0.09 0.00 12.48 2.00 0.00 0.00 0.05 0.00 12.54 2.00 0.00 0.00 0.06 0.00 12.64 2.00 0.00 0.00 0.10 0.00 12.68 2.00 0.00 0.00 0.03 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 59 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 12.77 2.00 0.00 0.00 0.09 0.00 12.81 2.00 0.00 0.00 0.05 0.00 12.86 2.00 0.00 0.00 0.05 0.00 12.96 2.00 0.00 0.00 0.10 0.00 13.00 2.00 0.00 0.00 0.04 0.00 13.10 2.00 0.00 0.00 0.10 0.00 13.14 2.00 0.00 0.00 0.04 0.00 13.23 2.00 0.00 0.00 0.09 0.00 13.28 2.00 0.00 0.00 0.05 0.00 13.32 2.00 0.00 0.00 0.05 0.00 13.40 2.00 0.00 0.00 0.08 0.00 13.46 2.00 0.00 0.00 0.06 0.00 13.53 2.00 0.00 0.00 0.06 0.00 13.64 2.00 0.00 0.00 0.12 0.00 13.69 2.00 0.00 0.00 0.05 0.00 13.74 2.00 0.00 0.00 0.05 0.00 13.79 2.00 0.00 0.00 0.05 0.00 13.87 2.00 0.00 0.00 0.08 0.00 13.92 2.00 0.00 0.00 0.05 0.00 13.98 2.00 0.00 0.00 0.06 0.00 14.06 2.00 0.00 0.00 0.08 0.00 14.15 2.00 0.00 0.00 0.09 0.00 14.20 2.00 0.00 0.00 0.05 0.00 14.24 2.00 0.00 0.00 0.04 0.00 14.34 2.00 0.00 0.00 0.10 0.00 14.38 2.00 0.00 0.00 0.05 0.00 14.47 2.00 0.00 0.00 0.09 0.00 14.52 2.00 0.00 0.00 0.04 0.00 14.57 2.00 0.00 0.00 0.05 0.00 14.66 2.00 0.00 0.00 0.09 0.00 14.71 2.00 0.00 0.00 0.05 0.00 14.80 2.00 0.00 0.00 0.10 0.00 14.85 2.00 0.00 0.00 0.04 0.00 14.90 2.00 0.00 0.00 0.05 0.00 14.98 2.00 0.00 0.00 0.08 0.00 15.07 2.00 0.00 0.00 0.09 0.00 15.14 2.00 0.00 0.00 0.07 0.00 15.17 2.00 0.00 0.00 0.03 0.00 15.24 2.00 0.00 0.00 0.07 0.00 15.30 2.00 0.00 0.00 0.06 0.00 15.39 2.00 0.00 0.00 0.09 0.00 15.49 2.00 0.00 0.00 0.10 0.00 15.58 2.00 0.00 0.00 0.09 0.00 15.63 2.00 0.00 0.00 0.04 0.00 15.71 2.00 0.00 0.00 0.09 0.00 15.84 2.00 0.00 0.00 0.13 0.00 15.86 2.00 0.00 0.00 0.02 0.00 15.90 2.00 0.00 0.00 0.05 0.00 15.97 2.00 0.00 0.00 0.06 0.00 16.04 2.00 0.00 0.00 0.07 0.00 16.09 2.00 0.00 0.00 0.05 0.00 16.18 2.00 0.00 0.00 0.09 0.00 16.21 2.00 0.00 0.00 0.04 0.00 16.32 2.00 0.00 0.00 0.10 0.00 16.36 2.00 0.00 0.00 0.04 0.00 16.41 2.00 0.00 0.00 0.05 0.00 16.48 2.00 0.00 0.00 0.07 0.00 16.55 2.00 0.00 0.00 0.07 0.00 16.64 2.00 0.00 0.00 0.09 0.00 16.69 2.00 0.00 0.00 0.05 0.00 16.74 2.00 0.00 0.00 0.05 0.00 16.87 2.00 0.00 0.00 0.14 0.00 16.91 2.00 0.00 0.00 0.03 0.00 16.93 2.00 0.00 0.00 0.02 0.00 17.01 2.00 0.00 0.00 0.08 0.00 17.10 2.00 0.00 0.00 0.09 0.00 17.15 2.00 0.00 0.00 0.04 0.00 17.20 2.00 0.00 0.00 0.05 0.00 17.29 2.00 0.00 0.00 0.09 0.00 17.33 2.00 0.00 0.00 0.05 0.00 17.43 2.00 0.00 0.00 0.10 0.00 17.47 2.00 0.00 0.00 0.04 0.00 17.56 2.00 0.00 0.00 0.09 0.00 17.61 2.00 0.00 0.00 0.05 0.00 17.65 2.00 0.00 0.00 0.05 0.00 17.75 2.00 0.00 0.00 0.09 0.00 17.79 2.00 0.00 0.00 0.04 0.00 17.89 2.00 0.00 0.00 0.10 0.00 17.92 2.00 0.00 0.00 0.03 0.00 18.06 2.00 0.00 0.00 0.14 0.00 18.13 2.00 0.00 0.00 0.06 0.00 18.18 2.00 0.00 0.00 0.05 0.00 18.26 2.00 0.00 0.00 0.09 0.00 18.32 2.00 0.00 0.00 0.05 0.00 18.41 2.00 0.00 0.00 0.09 0.00 18.45 2.00 0.00 0.00 0.04 0.00 18.54 2.00 0.00 0.00 0.10 0.00 18.59 2.00 0.00 0.00 0.04 0.00 18.64 2.00 0.00 0.00 0.05 0.00 18.72 2.00 0.00 0.00 0.08 0.00 18.77 2.00 0.00 0.00 0.05 0.00 18.84 2.00 0.00 0.00 0.07 0.00 18.91 2.00 0.00 0.00 0.07 0.00 19.01 2.00 0.00 0.00 0.09 0.00 19.05 2.00 0.00 0.00 0.04 0.00 19.10 2.00 0.00 0.00 0.05 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 60 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 19.20 2.00 0.00 0.00 0.09 0.00 19.24 2.00 0.00 0.00 0.04 0.00 19.32 2.00 0.00 0.00 0.09 0.00 19.38 2.00 0.00 0.00 0.05 0.00 19.45 2.00 0.00 0.00 0.07 0.00 19.51 2.00 0.00 0.00 0.07 0.00 19.55 2.00 0.00 0.00 0.04 0.00 19.65 2.00 0.00 0.00 0.10 0.00 19.69 2.00 0.00 0.00 0.04 0.00 19.79 2.00 0.00 0.00 0.09 0.00 19.84 2.00 0.00 0.00 0.05 0.00 19.88 2.00 0.00 0.00 0.05 0.00 19.97 2.00 0.00 0.00 0.09 0.00 20.02 2.00 0.00 0.00 0.05 0.00 20.09 2.00 0.00 0.00 0.07 0.00 20.19 2.00 0.00 0.00 0.10 0.00 20.23 2.00 0.00 0.00 0.04 0.00 20.38 2.00 0.00 0.00 0.15 0.00 20.42 2.00 0.00 0.00 0.04 0.00 20.50 2.00 0.00 0.00 0.08 0.00 20.56 2.00 0.00 0.00 0.06 0.00 20.61 2.00 0.00 0.00 0.05 0.00 20.70 2.00 0.00 0.00 0.09 0.00 20.75 2.00 0.00 0.00 0.05 0.00 20.88 2.00 0.00 0.00 0.14 0.00 20.89 2.00 0.00 0.00 0.01 0.00 20.98 2.00 0.00 0.00 0.08 0.00 21.00 2.00 0.00 0.00 0.03 0.00 21.07 2.00 0.00 0.00 0.06 0.00 21.16 2.00 0.00 0.00 0.09 0.00 21.21 2.00 0.00 0.00 0.05 0.00 21.26 2.00 0.00 0.00 0.05 0.00 21.35 2.00 0.00 0.00 0.08 0.00 21.39 2.00 0.00 0.00 0.04 0.00 21.47 2.00 0.00 0.00 0.08 0.00 21.53 2.00 0.00 0.00 0.06 0.00 21.61 2.00 0.00 0.00 0.08 0.00 21.67 2.00 0.00 0.00 0.06 0.00 21.75 2.00 0.00 0.00 0.09 0.00 21.80 2.00 0.00 0.00 0.05 0.00 21.88 2.00 0.00 0.00 0.07 0.00 21.94 2.00 0.00 0.00 0.06 0.00 21.99 2.00 0.00 0.00 0.04 0.00 22.08 2.00 0.00 0.00 0.10 0.00 22.12 2.00 0.00 0.00 0.04 0.00 22.22 2.00 0.00 0.00 0.10 0.00 22.27 2.00 0.00 0.00 0.04 0.00 22.31 2.00 0.00 0.00 0.05 0.00 22.40 2.00 0.00 0.00 0.09 0.00 22.46 2.00 0.00 0.00 0.06 0.00 22.55 2.00 0.00 0.00 0.09 0.00 22.64 2.00 0.00 0.00 0.09 0.00 22.69 2.00 0.00 0.00 0.05 0.00 22.74 2.00 0.00 0.00 0.05 0.00 22.77 2.00 0.00 0.00 0.04 0.00 22.88 2.00 0.00 0.00 0.10 0.00 22.91 2.00 0.00 0.00 0.04 0.00 22.97 2.00 0.00 0.00 0.06 0.00 23.06 2.00 0.00 0.00 0.09 0.00 23.11 2.00 0.00 0.00 0.05 0.00 23.25 2.00 0.00 0.00 0.14 0.00 23.28 2.00 0.00 0.00 0.04 0.00 23.34 2.00 0.00 0.00 0.05 0.00 23.43 2.00 0.00 0.00 0.10 0.00 23.48 2.00 0.00 0.00 0.04 0.00 23.52 2.00 0.00 0.00 0.05 0.00 23.57 2.00 0.00 0.00 0.05 0.00 23.64 2.00 0.00 0.00 0.07 0.00 23.71 2.00 0.00 0.00 0.07 0.00 23.80 2.00 0.00 0.00 0.09 0.00 23.84 2.00 0.00 0.00 0.04 0.00 23.89 2.00 0.00 0.00 0.06 0.00 23.98 2.00 0.00 0.00 0.09 0.00 24.03 2.00 0.00 0.00 0.05 0.00 24.09 2.00 0.00 0.00 0.06 0.00 24.17 2.00 0.00 0.00 0.08 0.00 24.22 2.00 0.00 0.00 0.05 0.00 24.30 2.00 0.00 0.00 0.09 0.00 24.35 2.00 0.00 0.00 0.05 0.00 24.44 2.00 0.00 0.00 0.09 0.00 24.49 2.00 0.00 0.00 0.05 0.00 24.58 2.00 0.00 0.00 0.09 0.00 24.63 2.00 0.00 0.00 0.05 0.00 24.67 2.00 0.00 0.00 0.04 0.00 24.77 2.00 0.00 0.00 0.10 0.00 24.81 2.00 0.00 0.00 0.04 0.00 24.91 2.00 0.00 0.00 0.10 0.00 24.95 2.00 0.00 0.00 0.04 0.00 25.05 2.00 0.00 0.00 0.09 0.00 25.09 2.00 0.00 0.00 0.04 0.00 25.14 2.00 0.00 0.00 0.05 0.00 25.23 2.00 0.00 0.00 0.09 0.00 25.27 2.00 0.00 0.00 0.05 0.00 25.36 2.00 0.00 0.00 0.09 0.00 25.41 2.00 0.00 0.00 0.05 0.00 25.46 2.00 0.00 0.00 0.05 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 61 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 25.54 2.00 0.00 0.00 0.08 0.00 25.60 2.00 0.00 0.00 0.06 0.00 25.67 2.00 0.00 0.00 0.07 0.00 25.73 2.00 0.00 0.00 0.06 0.00 25.79 2.00 0.00 0.00 0.06 0.00 25.87 2.00 0.00 0.00 0.08 0.00 25.97 2.00 0.00 0.00 0.10 0.00 25.99 2.00 0.00 0.00 0.03 0.00 26.06 2.00 0.00 0.00 0.07 0.00 26.16 2.00 0.00 0.00 0.10 0.00 26.20 2.00 0.00 0.00 0.03 0.00 26.29 2.00 0.00 0.00 0.09 0.00 26.33 2.00 0.00 0.00 0.05 0.00 26.42 2.00 0.00 0.00 0.09 0.00 26.47 2.00 0.00 0.00 0.05 0.00 26.52 2.00 0.00 0.00 0.05 0.00 26.61 2.00 0.00 0.00 0.09 0.00 26.65 2.00 0.00 0.00 0.04 0.00 26.74 2.00 0.00 0.00 0.10 0.00 26.79 2.00 0.00 0.00 0.05 0.00 26.84 2.00 0.00 0.00 0.05 0.00 26.91 2.00 0.00 0.00 0.07 0.00 26.98 2.00 0.00 0.00 0.07 0.00 27.07 1.90 0.00 0.00 0.09 0.00 27.12 1.83 0.00 0.00 0.05 0.00 27.21 1.76 0.00 0.00 0.09 0.00 27.25 1.66 0.00 0.00 0.05 0.00 27.30 1.50 0.00 0.00 0.05 0.00 27.44 1.34 0.00 0.00 0.13 0.00 27.49 1.22 0.00 0.00 0.05 0.00 27.52 1.18 0.00 0.00 0.03 0.00 27.58 1.14 0.00 0.00 0.06 0.00 27.63 1.09 0.00 0.00 0.05 0.00 27.73 1.07 0.00 0.00 0.10 0.00 27.77 1.06 0.00 0.00 0.05 0.00 27.84 1.09 0.00 0.00 0.06 0.00 27.91 1.12 0.00 0.00 0.08 0.00 27.96 1.15 0.00 0.00 0.05 0.00 28.05 1.16 0.00 0.00 0.09 0.00 28.10 1.16 0.00 0.00 0.06 0.00 28.20 1.15 0.00 0.00 0.10 0.00 28.24 1.14 0.00 0.00 0.03 0.00 28.32 1.15 0.00 0.00 0.09 0.00 28.37 1.17 0.00 0.00 0.05 0.00 28.45 1.20 0.00 0.00 0.08 0.00 28.56 1.24 0.00 0.00 0.11 0.00 28.65 1.29 0.00 0.00 0.09 0.00 28.69 1.32 0.00 0.00 0.04 0.00 28.74 1.31 0.00 0.00 0.06 0.00 28.81 1.30 0.00 0.00 0.07 0.00 28.88 1.31 0.00 0.00 0.06 0.00 28.97 1.33 0.00 0.00 0.09 0.00 29.02 1.40 0.00 0.00 0.05 0.00 29.11 1.45 0.00 0.00 0.09 0.00 29.14 1.53 0.00 0.00 0.03 0.00 29.25 1.59 0.00 0.00 0.10 0.00 29.27 1.69 0.00 0.00 0.02 0.00 29.34 1.74 0.00 0.00 0.07 0.00 29.41 1.73 0.00 0.00 0.06 0.00 29.48 1.64 0.00 0.00 0.07 0.00 29.56 1.53 0.00 0.00 0.08 0.00 29.62 1.46 0.00 0.00 0.06 0.00 29.67 1.46 0.00 0.00 0.05 0.00 29.75 1.50 0.00 0.00 0.08 0.00 29.81 1.52 0.00 0.00 0.06 0.00 29.89 1.49 0.00 0.00 0.08 0.00 29.94 1.41 0.00 0.00 0.05 0.00 29.99 1.25 0.00 0.00 0.05 0.00 30.07 1.17 0.00 0.00 0.07 0.00 30.13 1.14 0.00 0.00 0.06 0.00 30.22 1.20 0.00 0.00 0.09 0.00 30.27 1.21 0.00 0.00 0.05 0.00 30.32 1.17 0.00 0.00 0.06 0.00 30.42 1.14 0.00 0.00 0.10 0.00 30.46 1.09 0.00 0.00 0.03 0.00 30.54 1.03 0.00 0.00 0.08 0.00 30.59 0.97 0.00 0.00 0.05 0.00 30.68 0.92 0.00 0.00 0.09 0.01 30.77 0.90 0.00 0.00 0.09 0.02 30.82 0.88 0.00 0.00 0.05 0.01 30.86 0.88 0.00 0.00 0.04 0.01 30.92 0.85 0.00 0.00 0.05 0.01 31.00 0.83 0.00 0.00 0.09 0.02 31.04 0.82 0.00 0.00 0.04 0.01 31.14 0.82 0.00 0.00 0.10 0.03 31.19 0.82 0.00 0.00 0.05 0.01 31.28 0.82 0.00 0.00 0.09 0.03 31.32 0.82 0.00 0.00 0.04 0.01 31.37 0.82 0.00 0.00 0.05 0.01 31.46 0.80 0.00 0.00 0.09 0.03 31.50 0.78 0.00 0.00 0.04 0.01 31.60 0.76 0.00 0.00 0.10 0.04 31.65 0.75 0.00 0.00 0.05 0.02 31.69 0.75 0.00 0.00 0.04 0.02 31.78 0.75 0.00 0.00 0.09 0.03 31.83 0.75 0.00 0.00 0.05 0.02 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 62 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 31.92 0.75 0.00 0.00 0.08 0.03 31.97 0.75 0.00 0.00 0.05 0.02 32.02 0.77 0.00 0.00 0.05 0.02 32.11 0.81 0.00 0.00 0.08 0.03 32.15 0.90 0.00 0.00 0.05 0.01 32.24 0.99 0.00 0.00 0.09 0.00 32.28 1.09 0.00 0.00 0.04 0.00 32.36 1.20 0.00 0.00 0.08 0.00 32.44 1.30 0.00 0.00 0.08 0.00 32.48 1.39 0.00 0.00 0.04 0.00 32.58 1.44 0.00 0.00 0.09 0.00 32.62 1.54 0.00 0.00 0.04 0.00 32.71 1.64 0.00 0.00 0.09 0.00 32.76 1.80 0.00 0.00 0.05 0.00 32.85 1.90 0.00 0.00 0.09 0.00 32.90 2.00 0.00 0.00 0.04 0.00 32.99 2.00 0.00 0.00 0.09 0.00 33.02 2.00 0.00 0.00 0.02 0.00 33.09 2.00 0.00 0.00 0.07 0.00 33.16 2.00 0.00 0.00 0.07 0.00 33.26 2.00 0.00 0.00 0.10 0.00 33.31 2.00 0.00 0.00 0.06 0.00 33.36 2.00 0.00 0.00 0.04 0.00 33.41 2.00 0.00 0.00 0.06 0.00 33.50 2.00 0.00 0.00 0.08 0.00 33.53 2.00 0.00 0.00 0.04 0.00 33.63 2.00 0.00 0.00 0.10 0.00 33.68 2.00 0.00 0.00 0.05 0.00 33.73 2.00 0.00 0.00 0.05 0.00 33.82 2.00 0.00 0.00 0.09 0.00 33.88 0.35 0.00 0.00 0.06 0.06 34.01 0.38 0.00 0.00 0.12 0.11 34.05 0.38 0.00 0.00 0.05 0.04 34.09 0.38 0.00 0.00 0.04 0.03 34.15 0.41 0.00 0.00 0.05 0.05 34.19 0.42 0.00 0.00 0.05 0.04 34.29 0.44 0.00 0.00 0.09 0.08 34.33 0.44 0.00 0.00 0.04 0.03 34.38 0.45 0.00 0.00 0.06 0.05 34.46 0.47 0.00 0.00 0.08 0.06 34.52 0.47 0.00 0.00 0.05 0.04 34.60 0.48 0.00 0.00 0.09 0.07 34.65 0.49 0.00 0.00 0.05 0.03 34.83 0.42 0.00 0.00 0.18 0.15 34.84 0.42 0.00 0.00 0.01 0.01 34.88 0.41 0.00 0.00 0.05 0.04 34.93 0.40 0.00 0.00 0.05 0.04 35.00 0.37 0.00 0.00 0.07 0.06 35.07 0.37 0.00 0.00 0.07 0.06 35.12 0.37 0.00 0.00 0.05 0.04 35.19 2.00 0.00 0.00 0.08 0.00 35.25 2.00 0.00 0.00 0.06 0.00 35.34 2.00 0.00 0.00 0.09 0.00 35.39 2.00 0.00 0.00 0.05 0.00 35.44 2.00 0.00 0.00 0.05 0.00 35.52 1.83 0.00 0.00 0.08 0.00 35.57 1.56 0.00 0.00 0.05 0.00 35.67 1.37 0.00 0.00 0.10 0.00 35.71 1.23 0.00 0.00 0.04 0.00 35.80 1.21 0.00 0.00 0.09 0.00 35.85 1.19 0.00 0.00 0.05 0.00 35.90 1.12 0.00 0.00 0.05 0.00 35.99 1.06 0.00 0.00 0.09 0.00 36.03 1.02 0.00 0.00 0.05 0.00 36.18 1.02 0.00 0.00 0.15 0.00 36.27 1.04 0.00 0.00 0.09 0.00 36.30 1.10 0.00 0.00 0.03 0.00 36.41 1.17 0.00 0.00 0.11 0.00 36.45 1.24 0.00 0.00 0.04 0.00 36.49 1.31 0.00 0.00 0.04 0.00 36.56 1.41 0.00 0.00 0.06 0.00 36.63 1.52 0.00 0.00 0.08 0.00 36.69 1.60 0.00 0.00 0.06 0.00 36.77 1.63 0.00 0.00 0.08 0.00 36.82 1.61 0.00 0.00 0.04 0.00 36.93 1.60 0.00 0.00 0.11 0.00 36.96 1.58 0.00 0.00 0.04 0.00 37.02 1.61 0.00 0.00 0.06 0.00 37.07 1.55 0.00 0.00 0.05 0.00 37.16 1.41 0.00 0.00 0.09 0.00 37.25 1.23 0.00 0.00 0.09 0.00 37.29 1.06 0.00 0.00 0.05 0.00 37.35 0.96 0.00 0.00 0.05 0.00 37.43 0.85 0.00 0.00 0.08 0.02 37.48 0.76 0.00 0.00 0.05 0.02 37.57 0.68 0.00 0.00 0.09 0.04 37.66 0.64 0.00 0.00 0.09 0.04 37.69 0.60 0.00 0.00 0.03 0.02 37.76 0.58 0.00 0.00 0.06 0.04 37.80 0.57 0.00 0.00 0.04 0.02 37.90 0.56 0.00 0.00 0.10 0.06 37.98 0.56 0.00 0.00 0.09 0.05 38.03 0.56 0.00 0.00 0.05 0.03 38.08 0.56 0.00 0.00 0.05 0.03 38.12 0.57 0.00 0.00 0.05 0.03 38.22 0.57 0.00 0.00 0.10 0.05 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 63 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 38.26 0.58 0.00 0.00 0.05 0.02 38.36 0.58 0.00 0.00 0.09 0.05 38.41 0.58 0.00 0.00 0.05 0.03 38.51 0.57 0.00 0.00 0.10 0.05 38.54 0.56 0.00 0.00 0.03 0.02 38.59 0.55 0.00 0.00 0.04 0.02 38.65 0.53 0.00 0.00 0.07 0.04 38.72 0.51 0.00 0.00 0.07 0.04 38.81 0.50 0.00 0.00 0.09 0.06 38.86 0.50 0.00 0.00 0.05 0.03 39.00 0.50 0.00 0.00 0.14 0.08 39.01 0.50 0.00 0.00 0.01 0.01 39.05 0.51 0.00 0.00 0.04 0.02 39.13 0.52 0.00 0.00 0.09 0.05 39.19 0.50 0.00 0.00 0.05 0.03 39.24 0.51 0.00 0.00 0.06 0.03 39.37 0.53 0.00 0.00 0.12 0.07 39.41 0.56 0.00 0.00 0.05 0.03 39.46 0.57 0.00 0.00 0.05 0.03 39.51 0.57 0.00 0.00 0.05 0.03 39.60 0.56 0.00 0.00 0.09 0.05 39.65 0.55 0.00 0.00 0.05 0.02 39.73 0.53 0.00 0.00 0.09 0.05 39.79 0.51 0.00 0.00 0.05 0.03 39.87 0.50 0.00 0.00 0.08 0.05 39.92 0.49 0.00 0.00 0.06 0.03 39.97 0.49 0.00 0.00 0.05 0.03 40.05 0.49 0.00 0.00 0.09 0.05 40.10 0.50 0.00 0.00 0.04 0.03 40.19 0.51 0.00 0.00 0.09 0.05 40.24 0.52 0.00 0.00 0.05 0.03 40.33 0.52 0.00 0.00 0.09 0.05 40.38 0.50 0.00 0.00 0.05 0.03 40.44 0.49 0.00 0.00 0.06 0.04 40.52 0.47 0.00 0.00 0.08 0.05 40.55 0.47 0.00 0.00 0.04 0.02 40.66 0.47 0.00 0.00 0.10 0.06 40.71 0.47 0.00 0.00 0.05 0.03 40.79 0.47 0.00 0.00 0.09 0.05 40.84 0.47 0.00 0.00 0.05 0.03 40.88 0.47 0.00 0.00 0.05 0.03 40.98 0.47 0.00 0.00 0.09 0.06 41.02 0.47 0.00 0.00 0.04 0.03 41.11 0.47 0.00 0.00 0.09 0.06 41.16 0.48 0.00 0.00 0.05 0.03 41.21 0.49 0.00 0.00 0.05 0.03 41.30 0.51 0.00 0.00 0.09 0.05 41.35 0.52 0.00 0.00 0.05 0.03 41.43 0.53 0.00 0.00 0.08 0.04 41.48 0.54 0.00 0.00 0.05 0.03 41.55 0.55 0.00 0.00 0.06 0.03 41.62 0.57 0.00 0.00 0.07 0.04 41.67 0.58 0.00 0.00 0.05 0.02 41.76 0.57 0.00 0.00 0.09 0.04 41.81 0.56 0.00 0.00 0.05 0.03 41.90 0.53 0.00 0.00 0.09 0.05 41.94 0.51 0.00 0.00 0.04 0.02 42.03 0.50 0.00 0.00 0.09 0.05 42.08 0.48 0.00 0.00 0.05 0.03 42.17 0.46 0.00 0.00 0.09 0.05 42.22 0.44 0.00 0.00 0.05 0.03 42.31 0.43 0.00 0.00 0.09 0.06 42.36 0.40 0.00 0.00 0.05 0.03 42.41 0.41 0.00 0.00 0.05 0.03 42.46 0.43 0.00 0.00 0.05 0.03 42.55 0.47 0.00 0.00 0.09 0.05 42.60 0.49 0.00 0.00 0.05 0.03 42.66 0.50 0.00 0.00 0.06 0.03 42.74 0.51 0.00 0.00 0.08 0.04 42.83 0.52 0.00 0.00 0.09 0.05 42.87 0.52 0.00 0.00 0.05 0.02 42.92 0.52 0.00 0.00 0.05 0.02 43.01 0.51 0.00 0.00 0.08 0.04 43.06 0.50 0.00 0.00 0.05 0.03 43.15 0.50 0.00 0.00 0.09 0.05 43.20 0.50 0.00 0.00 0.05 0.03 43.24 0.49 0.00 0.00 0.05 0.03 43.34 0.49 0.00 0.00 0.09 0.05 43.38 0.50 0.00 0.00 0.05 0.02 43.52 0.52 0.00 0.00 0.14 0.07 43.54 0.55 0.00 0.00 0.03 0.01 43.61 0.57 0.00 0.00 0.07 0.03 43.64 0.57 0.00 0.00 0.03 0.01 43.75 0.57 0.00 0.00 0.11 0.05 43.79 0.57 0.00 0.00 0.04 0.02 43.84 0.56 0.00 0.00 0.05 0.02 43.94 0.56 0.00 0.00 0.10 0.04 43.98 0.56 0.00 0.00 0.04 0.02 44.07 0.55 0.00 0.00 0.09 0.04 44.13 0.55 0.00 0.00 0.06 0.03 44.16 0.54 0.00 0.00 0.03 0.02 44.23 0.53 0.00 0.00 0.07 0.03 44.30 0.53 0.00 0.00 0.07 0.03 44.38 0.53 0.00 0.00 0.08 0.04 44.44 0.53 0.00 0.00 0.06 0.03 44.49 0.54 0.00 0.00 0.05 0.02 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 64 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz 44.58 0.55 0.00 0.00 0.09 0.04 44.62 0.55 0.00 0.00 0.04 0.02 44.72 0.55 0.00 0.00 0.09 0.04 44.76 0.55 0.00 0.00 0.05 0.02 44.85 0.55 0.00 0.00 0.09 0.04 44.89 0.55 0.00 0.00 0.03 0.01 44.95 0.56 0.00 0.00 0.06 0.03 45.04 0.60 0.00 0.00 0.09 0.03 45.09 0.70 0.00 0.00 0.05 0.01 45.18 0.84 0.00 0.00 0.09 0.01 45.22 0.94 0.00 0.00 0.05 0.00 45.30 0.93 0.00 0.00 0.08 0.01 45.36 0.85 0.00 0.00 0.06 0.01 45.43 0.77 0.00 0.00 0.07 0.01 45.50 0.70 0.00 0.00 0.07 0.02 45.54 0.66 0.00 0.00 0.04 0.01 45.64 0.64 0.00 0.00 0.10 0.03 45.68 0.64 0.00 0.00 0.04 0.01 45.78 0.67 0.00 0.00 0.10 0.03 45.83 0.71 0.00 0.00 0.05 0.01 45.87 0.78 0.00 0.00 0.04 0.01 45.96 0.84 0.00 0.00 0.10 0.01 46.01 0.91 0.00 0.00 0.04 0.00 46.10 0.93 0.00 0.00 0.09 0.01 46.15 0.93 0.00 0.00 0.05 0.00 46.24 0.91 0.00 0.00 0.09 0.01 46.28 0.89 0.00 0.00 0.05 0.00 46.33 0.85 0.00 0.00 0.05 0.01 46.42 0.80 0.00 0.00 0.09 0.02 46.47 0.75 0.00 0.00 0.05 0.01 46.56 0.72 0.00 0.00 0.09 0.02 46.60 0.72 0.00 0.00 0.04 0.01 46.70 0.72 0.00 0.00 0.10 0.02 46.74 0.73 0.00 0.00 0.04 0.01 46.79 0.79 0.00 0.00 0.05 0.01 46.93 0.89 0.00 0.00 0.13 0.01 46.96 1.07 0.00 0.00 0.03 0.00 47.02 1.24 0.00 0.00 0.06 0.00 47.07 1.44 0.00 0.00 0.05 0.00 47.16 1.55 0.00 0.00 0.09 0.00 47.20 1.62 0.00 0.00 0.04 0.00 47.25 1.63 0.00 0.00 0.05 0.00 47.35 1.62 0.00 0.00 0.09 0.00 47.39 1.62 0.00 0.00 0.04 0.00 47.48 1.64 0.00 0.00 0.10 0.00 47.53 1.67 0.00 0.00 0.05 0.00 47.59 1.61 0.00 0.00 0.06 0.00 47.64 1.37 0.00 0.00 0.06 0.00 47.77 1.10 0.00 0.00 0.12 0.00 47.82 0.89 0.00 0.00 0.05 0.00 47.86 0.81 0.00 0.00 0.04 0.01 47.91 0.78 0.00 0.00 0.05 0.01 47.99 0.72 0.00 0.00 0.08 0.02 48.05 0.74 0.00 0.00 0.06 0.01 48.13 0.85 0.00 0.00 0.09 0.01 48.19 1.05 0.00 0.00 0.05 0.00 48.23 1.19 0.00 0.00 0.04 0.00 48.33 1.21 0.00 0.00 0.10 0.00 48.37 1.16 0.00 0.00 0.04 0.00 48.46 1.09 0.00 0.00 0.09 0.00 48.52 1.04 0.00 0.00 0.06 0.00 48.56 1.05 0.00 0.00 0.04 0.00 48.65 1.13 0.00 0.00 0.09 0.00 48.70 1.30 0.00 0.00 0.05 0.00 48.84 1.45 0.00 0.00 0.14 0.00 48.87 1.57 0.00 0.00 0.03 0.00 48.89 1.62 0.00 0.00 0.03 0.00 48.97 1.65 0.00 0.00 0.08 0.00 49.02 1.71 0.00 0.00 0.05 0.00 49.11 1.79 0.00 0.00 0.09 0.00 49.15 2.00 0.00 0.00 0.05 0.00 49.24 2.00 0.00 0.00 0.09 0.00 49.29 0.35 0.00 0.00 0.05 0.02 49.38 0.39 0.00 0.00 0.09 0.04 49.43 0.39 0.00 0.00 0.05 0.02 49.48 0.38 0.00 0.00 0.05 0.02 49.57 0.30 0.00 0.00 0.10 0.05 49.62 2.00 0.00 0.00 0.04 0.00 49.75 1.53 0.00 0.00 0.14 0.00 49.80 1.05 0.00 0.00 0.05 0.00 49.85 0.96 0.00 0.00 0.05 0.00 49.88 0.85 0.00 0.00 0.03 0.00 49.94 0.77 0.00 0.00 0.06 0.01 50.03 0.72 0.00 0.00 0.09 0.02 50.07 2.00 0.00 0.00 0.04 0.00 50.16 2.00 0.00 0.00 0.09 0.00 50.29 2.00 0.00 0.00 0.13 0.00 50.32 2.00 0.00 0.00 0.03 0.00 50.35 2.00 0.00 0.00 0.03 0.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 65 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Liquefaction Potential Index calculation data :: Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Depth (ft) m(FS)FS LPIISHH1*m(FS)dz Abbreviations LPIISH > 5.0 - Liquefaction manifestation is expected FS: dz: LPI: Calculated factor of safety for test point Layer thickness (ft) Liquefaction potential index value for test point CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 66 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 Cone resistance qt (tsf) 150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance SBTn Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot FS Plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Vertical settlements Settlement (in) 1.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Vertical settlements Dry : 0.12 (in)Wet: 1.58 (in) E s t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e m e n t s Strain plot Volumentric strain (%) 6543210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Strain plot CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 67 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Abbreviations qt: Ic: FS: Volumentric strain: c corrected for pore water effects) Soil Behaviour Type Index Calculated Factor of Safety against liquefaction Post-liquefaction volumentric strain This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 0.08 -1.00 -1.00 1.00 -1.00 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.13 4.06 0.15 54.25 8.23 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.21 4.06 0.51 54.25 27.84 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.27 4.06 0.93 54.25 50.45 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.33 4.06 2.66 54.25 144.39 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.40 3.82 4.60 36.44 167.77 0 0 0.35 0.000 0.00 0.00 0.00 0.000 0.46 2.29 57.95 1.88 109.14 26 589 0.35 0.002 0.00 17.20 0.00 0.000 0.55 1.83 120.89 1.19 143.55 28 691 0.37 0.002 0.00 17.20 0.00 0.000 0.59 1.58 178.72 1.00 178.72 32 737 0.38 0.002 0.00 17.20 0.00 0.000 0.69 1.55 184.56 1.00 184.56 33 736 0.38 0.002 0.00 17.20 0.00 0.000 0.73 1.61 171.96 1.00 171.96 31 741 0.38 0.002 0.00 17.20 0.00 0.000 0.82 1.70 158.51 1.00 158.51 30 760 0.37 0.003 0.00 17.20 0.00 0.000 0.87 1.82 139.52 1.18 164.29 32 787 0.36 0.003 0.00 17.20 0.00 0.000 0.95 1.94 123.86 1.26 156.54 32 810 0.37 0.003 0.00 17.20 0.00 0.000 1.01 2.04 111.78 1.34 149.97 32 826 0.37 0.003 0.00 17.20 0.00 0.000 1.06 2.13 100.91 1.46 147.68 32 837 0.37 0.003 0.00 17.20 0.00 0.000 1.14 2.24 87.56 1.71 149.99 34 833 0.37 0.004 0.00 17.20 0.00 0.000 1.20 2.37 74.17 2.20 163.31 40 831 0.36 0.004 0.00 17.20 0.00 0.000 1.29 2.47 64.20 2.80 179.60 46 824 0.36 0.004 0.00 17.20 0.00 0.000 1.33 2.52 60.13 3.15 189.22 49 823 0.36 0.004 0.00 17.20 0.00 0.000 1.38 2.55 57.86 3.31 191.26 50 814 0.36 0.005 0.00 17.20 0.00 0.000 1.45 2.55 56.06 3.37 188.90 50 797 0.36 0.005 0.00 17.20 0.00 0.000 1.52 2.56 53.73 3.44 185.09 49 773 0.36 0.006 0.00 17.20 0.00 0.000 1.61 2.58 51.30 3.57 183.31 49 753 0.36 0.006 0.00 17.20 0.00 0.000 1.65 2.61 48.98 3.81 186.64 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.74 2.63 47.65 4.01 191.12 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.80 2.65 46.12 4.21 194.27 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.84 2.66 44.84 4.30 192.66 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.92 2.66 43.66 4.32 188.49 0 0 0.36 0.000 0.00 0.00 0.00 0.000 1.98 2.66 42.70 4.28 182.85 0 0 0.36 0.000 0.00 0.00 0.00 0.000 2.04 2.66 41.85 4.29 179.45 0 0 0.36 0.000 0.00 0.00 0.00 0.000 2.12 2.67 40.64 4.40 178.62 0 0 0.36 0.000 0.00 0.00 0.00 0.000 2.18 2.69 39.22 4.56 178.91 0 0 0.36 0.000 0.00 0.00 0.00 0.000 2.25 2.70 37.90 4.73 179.33 0 0 0.36 0.000 0.00 0.00 0.00 0.000 2.30 2.72 36.37 4.96 180.39 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.37 2.75 34.68 5.27 182.72 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.44 2.79 32.67 5.67 185.39 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.53 2.81 31.13 5.99 186.59 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.58 2.83 30.05 6.17 185.54 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.63 2.83 29.43 6.19 182.18 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.71 2.83 28.82 6.20 178.66 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.76 2.83 28.23 6.23 175.87 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.83 2.83 27.74 6.25 173.50 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.89 2.83 27.47 6.26 171.97 0 0 0.35 0.000 0.00 0.00 0.00 0.000 2.99 2.83 27.24 6.28 171.00 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.03 2.84 26.94 6.37 171.75 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.12 2.85 26.54 6.53 173.28 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.17 2.86 26.36 6.64 174.91 0 0 0.35 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 68 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 3.22 2.86 26.82 6.57 176.22 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.29 2.84 27.79 6.39 177.56 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.36 2.83 28.73 6.22 178.57 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.41 2.83 28.98 6.17 178.87 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.49 2.83 28.49 6.23 177.51 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.54 2.83 28.06 6.17 173.23 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.64 2.82 27.79 6.10 169.51 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.68 2.81 27.78 6.02 167.25 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.76 2.81 28.09 5.94 166.80 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.82 2.75 30.56 5.21 159.26 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.92 2.65 35.03 4.20 147.18 0 0 0.35 0.000 0.00 0.00 0.00 0.000 3.95 2.51 43.03 3.04 130.76 34 578 0.35 0.034 0.02 17.20 0.02 0.000 4.01 2.28 62.02 1.87 115.74 27 627 0.36 0.029 0.02 17.20 0.02 0.000 4.08 2.05 92.58 1.35 125.40 27 695 0.36 0.024 0.02 17.20 0.02 0.000 4.14 1.82 138.73 1.17 162.72 32 778 0.36 0.020 0.01 17.20 0.01 0.000 4.23 1.67 180.12 1.00 180.12 33 840 0.38 0.018 0.01 17.20 0.01 0.000 4.28 1.55 218.70 1.00 218.70 39 875 0.38 0.017 0.01 17.20 0.01 0.000 4.37 1.50 239.83 1.00 239.83 42 892 0.38 0.017 0.01 17.20 0.01 0.000 4.42 1.47 252.42 1.00 252.42 44 906 0.38 0.016 0.01 17.20 0.01 0.000 4.47 1.49 251.42 1.00 251.42 44 925 0.38 0.016 0.01 17.20 0.01 0.000 4.56 1.51 245.77 1.00 245.77 43 934 0.38 0.016 0.01 17.20 0.01 0.000 4.60 1.54 232.69 1.00 232.69 41 921 0.38 0.017 0.01 17.20 0.01 0.000 4.70 1.59 211.01 1.00 211.01 38 884 0.38 0.018 0.01 17.20 0.01 0.000 4.73 1.60 187.23 1.00 187.23 34 793 0.37 0.023 0.01 17.20 0.01 0.000 4.80 1.62 161.28 1.00 161.28 29 703 0.37 0.030 0.02 17.20 0.02 0.000 4.89 1.63 142.08 1.00 142.08 26 624 0.36 0.040 0.03 17.20 0.03 0.001 4.94 1.73 119.83 1.06 126.59 24 603 0.36 0.045 0.04 17.20 0.04 0.000 5.03 1.86 100.63 1.21 121.47 24 593 0.36 0.048 0.04 17.20 0.04 0.001 5.08 1.99 84.60 1.30 109.63 23 586 0.36 0.051 0.04 17.20 0.05 0.001 5.13 2.09 73.63 1.41 103.59 22 583 0.36 0.052 0.05 17.20 0.05 0.001 5.22 2.15 69.20 1.50 103.61 23 587 0.36 0.053 0.04 17.20 0.05 0.001 5.26 2.22 64.65 1.66 107.64 24 602 0.36 0.050 0.04 17.20 0.04 0.000 5.35 2.29 60.48 1.90 115.09 27 619 0.36 0.048 0.03 17.20 0.04 0.001 5.40 2.38 55.15 2.28 125.79 31 631 0.36 0.046 0.03 17.20 0.03 0.000 5.45 2.46 50.72 2.70 137.09 35 638 0.36 0.045 0.02 17.20 0.02 0.000 5.54 2.50 48.39 3.00 145.37 38 646 0.35 0.045 0.02 17.20 0.02 0.000 5.59 2.54 46.27 3.27 151.54 40 647 0.35 0.046 0.02 17.20 0.02 0.000 5.65 2.56 44.48 3.44 152.99 41 639 0.35 0.048 0.02 17.20 0.02 0.000 5.72 2.57 42.62 3.51 149.69 40 620 0.35 0.053 0.02 17.20 0.02 0.000 5.86 2.56 41.92 3.43 143.91 38 602 0.35 0.060 0.03 17.20 0.03 0.001 5.88 2.54 41.81 3.28 137.15 36 585 0.35 0.066 0.03 17.20 0.03 0.000 5.91 2.52 42.28 3.09 130.53 34 573 0.35 0.071 0.04 17.20 0.04 0.000 6.00 2.48 43.23 2.85 123.00 31 560 0.35 0.078 0.05 17.20 0.05 0.001 6.05 2.43 45.12 2.53 114.07 28 547 0.35 0.085 0.06 17.20 0.06 0.001 6.14 2.38 47.97 2.26 108.24 26 545 0.35 0.089 0.06 17.20 0.07 0.002 6.19 2.32 51.49 2.00 103.24 25 545 0.35 0.090 0.07 17.20 0.08 0.001 6.27 2.28 54.39 1.86 100.96 24 548 0.35 0.091 0.07 17.20 0.08 0.002 6.33 2.26 56.06 1.79 100.16 23 550 0.35 0.092 0.08 17.20 0.08 0.001 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 69 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 6.37 2.27 56.38 1.81 102.19 24 558 0.35 0.088 0.07 17.20 0.08 0.001 6.51 2.28 56.68 1.85 104.98 24 570 0.35 0.086 0.07 17.20 0.07 0.002 6.60 2.29 56.99 1.89 107.95 25 581 0.35 0.083 0.06 17.20 0.07 0.001 6.63 2.30 57.25 1.94 110.94 26 593 0.35 0.078 0.06 17.20 0.06 0.000 6.74 2.33 56.50 2.03 114.51 27 602 0.35 0.077 0.05 17.20 0.06 0.001 6.79 2.35 55.44 2.14 118.61 29 610 0.35 0.075 0.05 17.20 0.05 0.001 6.83 2.38 54.12 2.25 121.71 30 614 0.35 0.075 0.05 17.20 0.05 0.001 6.89 2.39 53.22 2.34 124.73 31 618 0.35 0.074 0.04 17.20 0.05 0.001 6.97 2.41 52.63 2.42 127.19 31 622 0.35 0.074 0.04 17.20 0.05 0.001 7.11 2.41 52.56 2.45 128.57 32 626 0.35 0.076 0.04 17.20 0.05 0.001 7.13 2.41 52.71 2.44 128.44 32 626 0.35 0.076 0.04 17.20 0.05 0.000 7.16 2.41 53.02 2.41 128.01 32 626 0.35 0.076 0.04 17.20 0.05 0.000 7.25 2.40 53.70 2.36 126.64 31 626 0.35 0.078 0.05 17.20 0.05 0.001 7.30 2.38 54.64 2.27 123.83 30 623 0.35 0.081 0.05 17.20 0.05 0.001 7.39 2.36 55.43 2.17 120.15 29 615 0.35 0.086 0.05 17.20 0.06 0.001 7.43 2.33 55.53 2.06 114.57 27 598 0.35 0.095 0.06 17.20 0.07 0.001 7.53 2.32 55.11 2.01 110.57 26 583 0.35 0.105 0.08 17.20 0.08 0.002 7.57 2.32 54.47 1.99 108.30 26 573 0.35 0.113 0.08 17.20 0.09 0.001 7.62 2.32 54.58 2.01 109.61 26 578 0.35 0.111 0.08 17.20 0.09 0.001 7.70 2.33 54.88 2.03 111.16 26 584 0.35 0.109 0.08 17.20 0.08 0.002 7.76 2.33 55.14 2.03 111.85 27 588 0.35 0.109 0.08 17.20 0.08 0.001 7.85 2.34 53.87 2.09 112.34 27 584 0.35 0.114 0.08 17.20 0.08 0.002 7.89 2.34 53.44 2.09 111.53 27 580 0.35 0.118 0.08 17.20 0.09 0.001 7.98 2.34 52.80 2.09 110.56 26 574 0.36 0.125 0.09 17.20 0.09 0.002 8.09 2.33 53.37 2.04 109.08 26 572 0.36 0.130 0.10 17.20 0.10 0.003 8.12 2.33 53.20 2.04 108.42 26 569 0.36 0.134 0.10 17.20 0.10 0.001 8.17 2.31 54.46 1.96 106.58 25 568 0.36 0.136 0.10 17.20 0.11 0.001 8.30 2.28 56.03 1.87 104.72 24 567 0.36 0.142 0.11 17.20 0.12 0.004 8.31 2.26 57.82 1.78 102.82 24 565 0.36 0.143 0.12 17.20 0.12 0.000 8.35 2.24 58.98 1.72 101.66 23 564 0.36 0.146 0.12 17.20 0.13 0.001 8.40 2.22 60.61 1.66 100.88 23 564 0.36 0.147 0.13 17.20 0.13 0.002 8.49 2.21 61.87 1.63 101.00 23 567 0.36 0.148 0.13 17.20 0.13 0.003 8.54 2.21 62.02 1.65 102.43 23 574 0.36 0.143 0.12 17.20 0.13 0.001 8.63 2.23 61.01 1.71 104.11 24 579 0.36 0.142 0.12 17.20 0.12 0.003 8.68 2.27 58.89 1.82 107.08 25 585 0.36 0.138 0.11 17.20 0.11 0.001 8.77 2.30 57.25 1.94 110.82 26 592 0.36 0.135 0.10 17.20 0.10 0.002 8.81 2.34 55.41 2.10 116.27 28 603 0.36 0.128 0.09 17.20 0.09 0.001 8.86 2.40 53.45 2.36 126.15 31 623 0.36 0.115 0.07 17.20 0.07 0.001 9.00 2.46 51.43 2.69 138.16 35 645 0.36 0.106 0.05 17.20 0.06 0.002 9.04 2.51 49.52 3.06 151.65 39 668 0.36 0.096 0.04 17.20 0.05 0.001 9.09 2.55 48.14 3.36 161.59 43 683 0.36 0.091 0.04 17.20 0.04 0.000 9.14 2.60 46.40 3.73 173.25 47 698 0.36 0.086 0.03 17.20 0.03 0.000 9.23 2.64 44.75 4.12 184.22 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.28 2.67 43.59 4.45 193.94 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.32 2.71 42.11 4.77 200.85 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.43 2.73 40.68 5.04 205.24 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.47 2.75 39.10 5.29 206.86 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.55 2.76 38.20 5.37 205.10 0 0 0.36 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 70 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 9.64 2.76 37.50 5.42 203.28 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.65 2.76 37.18 5.33 198.03 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.78 2.75 37.22 5.21 194.08 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.80 2.74 37.38 5.12 191.22 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.87 2.74 37.59 5.14 193.08 0 0 0.36 0.000 0.00 0.00 0.00 0.000 9.92 2.74 37.96 5.17 196.42 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.01 2.75 38.15 5.25 200.43 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.04 2.75 38.94 5.25 204.61 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.12 2.74 39.91 5.18 206.92 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.18 2.73 41.10 5.02 206.39 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.26 2.71 41.83 4.83 201.88 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.36 2.69 42.19 4.63 195.37 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.40 2.67 42.49 4.42 188.01 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.45 2.65 42.98 4.21 180.75 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.50 2.61 44.16 3.83 168.97 0 0 0.36 0.000 0.00 0.00 0.00 0.000 10.60 2.56 45.36 3.44 156.24 42 707 0.36 0.109 0.05 17.20 0.05 0.001 10.64 2.50 46.91 3.00 140.84 36 689 0.36 0.119 0.06 17.20 0.06 0.001 10.72 2.44 48.30 2.60 125.76 32 668 0.36 0.134 0.08 17.20 0.08 0.002 10.82 2.38 49.57 2.28 112.96 28 647 0.36 0.152 0.10 17.20 0.11 0.003 10.86 2.34 50.81 2.08 105.44 25 634 0.36 0.165 0.12 17.20 0.13 0.001 10.91 2.32 51.26 2.01 102.93 24 631 0.36 0.169 0.13 17.20 0.14 0.002 10.96 2.31 51.59 1.97 101.75 24 631 0.36 0.171 0.14 17.20 0.15 0.002 11.05 2.31 51.46 1.96 100.80 24 631 0.36 0.174 0.14 17.20 0.15 0.003 11.10 2.31 51.54 1.96 100.85 24 634 0.36 0.173 0.14 17.20 0.15 0.002 11.19 2.31 51.57 1.96 101.02 24 639 0.36 0.171 0.14 17.20 0.15 0.003 11.24 2.31 52.48 1.95 102.29 24 650 0.37 0.162 0.13 17.20 0.14 0.002 11.33 2.30 53.52 1.93 103.21 24 663 0.37 0.153 0.12 17.20 0.13 0.003 11.37 2.29 55.30 1.88 104.14 24 678 0.37 0.143 0.11 17.20 0.12 0.001 11.45 2.27 57.45 1.82 104.43 24 693 0.37 0.134 0.11 17.20 0.11 0.002 11.57 2.25 59.18 1.76 104.45 24 707 0.37 0.128 0.10 17.20 0.11 0.003 11.60 2.24 60.64 1.72 104.40 24 715 0.37 0.125 0.10 17.20 0.11 0.001 11.65 2.24 60.88 1.71 104.13 24 717 0.37 0.125 0.10 17.20 0.11 0.001 11.69 2.23 60.95 1.70 103.76 24 717 0.37 0.125 0.10 17.20 0.11 0.001 11.79 2.23 60.59 1.70 103.00 24 716 0.37 0.127 0.10 17.20 0.11 0.002 11.84 2.23 60.16 1.70 102.37 23 714 0.37 0.130 0.11 17.20 0.11 0.001 11.88 2.24 59.61 1.73 103.02 24 717 0.37 0.129 0.11 17.20 0.11 0.001 11.98 2.26 58.88 1.78 104.86 24 725 0.37 0.126 0.10 17.20 0.11 0.002 12.02 2.30 57.62 1.91 109.89 26 741 0.37 0.119 0.09 17.20 0.09 0.001 12.11 2.34 55.94 2.08 116.45 28 760 0.37 0.111 0.07 17.20 0.08 0.002 12.16 2.40 53.32 2.35 125.52 31 775 0.37 0.106 0.06 17.20 0.07 0.001 12.21 2.45 50.59 2.68 135.82 34 787 0.37 0.102 0.05 17.20 0.06 0.001 12.29 2.52 47.34 3.11 147.22 38 796 0.37 0.100 0.05 17.20 0.05 0.001 12.34 2.58 44.83 3.56 159.60 43 808 0.37 0.096 0.04 17.20 0.04 0.000 12.43 2.61 43.78 3.85 168.35 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.48 2.66 41.37 4.32 178.53 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.54 2.66 41.76 4.34 181.39 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.64 2.67 41.67 4.38 182.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.68 2.63 44.44 4.02 178.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 71 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 12.77 2.62 45.16 3.93 177.41 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.81 2.61 46.00 3.84 176.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.86 2.60 46.84 3.79 177.32 0 0 0.37 0.000 0.00 0.00 0.00 0.000 12.96 2.60 47.29 3.78 178.65 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.00 2.60 48.17 3.77 181.67 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.10 2.61 48.60 3.80 184.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.14 2.61 49.16 3.83 188.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.23 2.62 49.17 3.89 191.40 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.28 2.62 49.31 3.94 194.39 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.32 2.63 49.38 3.99 196.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.40 2.63 49.48 4.02 199.14 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.46 2.63 49.82 4.04 201.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.53 2.63 50.61 4.02 203.26 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.64 2.63 51.35 3.99 204.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.69 2.62 52.20 3.97 207.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.74 2.63 52.69 3.98 209.66 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.79 2.63 52.87 4.06 214.67 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.87 2.64 52.85 4.15 219.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.92 2.65 53.00 4.23 224.14 0 0 0.37 0.000 0.00 0.00 0.00 0.000 13.98 2.66 52.82 4.30 227.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.06 2.67 52.51 4.37 229.60 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.15 2.67 52.11 4.45 231.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.20 2.68 52.09 4.48 233.11 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.24 2.68 52.02 4.49 233.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.34 2.68 51.46 4.54 233.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.38 2.69 50.98 4.59 234.05 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.47 2.69 50.36 4.65 233.97 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.52 2.70 50.03 4.67 233.76 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.57 2.69 49.81 4.65 231.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.66 2.69 49.53 4.59 227.18 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.71 2.68 49.16 4.51 221.60 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.80 2.68 48.48 4.51 218.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.85 2.69 47.84 4.55 217.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.90 2.69 47.31 4.65 220.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 14.98 2.73 44.59 5.08 226.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.07 2.76 43.22 5.37 231.95 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.14 2.78 41.97 5.62 235.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.17 2.77 42.82 5.48 234.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.24 2.78 42.10 5.58 234.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.30 2.79 41.24 5.69 234.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.39 2.79 40.36 5.77 232.91 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.49 2.80 39.48 5.84 230.64 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.58 2.80 38.80 5.89 228.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.63 2.81 38.35 5.94 227.79 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.71 2.81 37.88 5.97 226.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.84 2.81 37.40 5.99 224.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.86 2.81 37.32 5.96 222.64 0 0 0.37 0.000 0.00 0.00 0.00 0.000 15.90 2.80 37.62 5.87 220.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 72 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 15.97 2.79 38.13 5.72 218.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.04 2.78 38.65 5.59 215.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.09 2.77 39.46 5.44 214.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.18 2.76 40.07 5.34 214.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.21 2.75 40.98 5.25 214.97 0 0 0.37 0.000 0.00 0.00 0.00 0.000 16.32 2.75 41.28 5.23 216.06 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.36 2.75 41.74 5.21 217.66 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.41 2.75 42.01 5.21 218.68 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.48 2.75 42.30 5.20 219.87 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.55 2.75 42.18 5.25 221.27 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.64 2.75 41.85 5.30 221.74 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.69 2.76 41.28 5.37 221.56 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.74 2.76 40.99 5.35 219.32 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.87 2.76 40.46 5.36 216.86 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.91 2.76 40.25 5.34 215.09 0 0 0.38 0.000 0.00 0.00 0.00 0.000 16.93 2.76 40.00 5.35 214.18 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.01 2.76 39.72 5.35 212.36 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.10 2.76 39.56 5.32 210.33 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.15 2.75 39.58 5.28 209.03 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.20 2.75 39.52 5.28 208.58 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.29 2.76 39.13 5.33 208.40 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.33 2.78 37.67 5.58 210.21 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.43 2.80 36.04 5.87 211.62 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.47 2.83 34.19 6.23 212.87 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.56 2.84 33.09 6.40 211.71 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.61 2.85 32.17 6.53 210.18 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.65 2.84 31.81 6.34 201.57 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.75 2.81 31.57 5.97 188.61 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.79 2.79 31.32 5.70 178.46 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.89 2.79 30.86 5.72 176.58 0 0 0.38 0.000 0.00 0.00 0.00 0.000 17.92 2.81 30.19 6.00 181.27 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.06 2.83 29.21 6.30 184.02 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.13 2.85 28.56 6.52 186.30 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.18 2.86 28.17 6.65 187.26 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.26 2.86 28.03 6.68 187.22 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.32 2.87 27.70 6.76 187.37 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.41 2.87 27.35 6.83 186.90 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.45 2.88 26.90 6.94 186.71 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.54 2.89 26.55 7.01 186.18 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.59 2.89 26.42 7.03 185.81 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.64 2.88 26.67 6.94 185.00 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.72 2.86 27.46 6.66 182.92 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.77 2.84 28.28 6.39 180.73 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.84 2.82 28.94 6.17 178.56 0 0 0.38 0.000 0.00 0.00 0.00 0.000 18.91 2.83 28.76 6.18 177.80 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.01 2.83 28.35 6.25 177.27 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.05 2.84 27.73 6.39 177.14 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.10 2.86 26.84 6.58 176.56 0 0 0.38 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 73 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 19.20 2.87 25.86 6.80 175.97 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.24 2.89 24.87 7.07 175.95 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.32 2.90 24.25 7.24 175.66 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.38 2.91 23.76 7.36 174.83 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.45 2.91 23.52 7.35 172.93 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.51 2.91 23.18 7.39 171.21 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.55 2.93 22.43 7.59 170.28 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.65 2.93 21.62 7.71 166.73 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.69 2.92 20.91 7.54 157.73 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.79 2.91 20.48 7.30 149.61 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.84 2.90 20.05 7.25 145.38 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.88 2.93 19.26 7.71 148.60 0 0 0.38 0.000 0.00 0.00 0.00 0.000 19.97 2.96 18.50 8.15 150.66 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.02 3.00 17.58 8.70 152.95 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.09 3.02 17.00 9.06 153.99 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.19 3.04 16.43 9.41 154.51 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.23 3.05 15.91 9.63 153.19 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.38 3.06 15.23 9.92 151.12 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.42 3.08 14.63 10.15 148.52 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.50 3.08 14.18 10.31 146.22 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.56 3.09 13.90 10.35 143.88 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.61 3.09 13.52 10.46 141.39 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.70 3.10 13.14 10.60 139.31 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.75 3.11 12.72 10.71 136.26 0 0 0.38 0.000 0.00 0.00 0.00 0.000 20.88 3.11 12.42 10.77 133.80 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.89 3.10 12.26 10.69 131.12 0 0 0.37 0.000 0.00 0.00 0.00 0.000 20.98 3.10 12.14 10.67 129.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.00 3.10 12.02 10.60 127.42 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.07 3.10 11.90 10.56 125.64 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.16 3.10 11.74 10.56 124.08 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.21 3.10 11.64 10.59 123.20 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.26 3.10 11.50 10.66 122.68 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.35 3.11 11.33 10.77 122.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.39 3.11 11.15 10.88 121.39 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.47 3.12 11.01 10.97 120.77 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.53 3.12 10.95 10.99 120.36 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.61 3.12 10.96 10.96 120.15 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.67 3.12 10.98 10.97 120.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.75 3.12 11.04 10.97 121.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.80 3.12 11.11 10.97 121.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.88 3.11 11.25 10.87 122.26 0 0 0.37 0.000 0.00 0.00 0.00 0.000 21.94 3.11 11.41 10.73 122.41 0 0 0.38 0.000 0.00 0.00 0.00 0.000 21.99 3.07 11.46 10.10 115.78 0 0 0.38 0.000 0.00 0.00 0.00 0.000 22.08 3.02 11.39 9.07 103.26 0 0 0.38 0.000 0.00 0.00 0.00 0.000 22.12 2.98 11.10 8.46 93.91 0 0 0.38 0.000 0.00 0.00 0.00 0.000 22.22 2.99 10.85 8.58 93.15 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.27 3.04 10.56 9.40 99.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.31 3.06 10.42 9.82 102.27 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 74 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 22.40 3.08 10.29 10.24 105.37 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.46 3.10 10.31 10.57 109.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.55 3.11 10.34 10.79 111.54 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.64 3.12 10.33 10.93 112.89 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.69 3.12 10.33 10.92 112.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.74 3.11 10.36 10.86 112.49 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.77 3.11 10.39 10.84 112.65 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.88 3.11 10.37 10.90 113.00 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.91 3.12 10.37 10.98 113.88 0 0 0.37 0.000 0.00 0.00 0.00 0.000 22.97 3.13 10.35 11.12 115.05 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.06 3.13 10.31 11.28 116.29 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.11 3.14 10.33 11.42 118.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.25 3.14 10.34 11.53 119.19 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.28 3.15 10.44 11.54 120.43 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.34 3.15 10.46 11.59 121.17 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.43 3.15 10.41 11.69 121.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.48 3.16 10.30 11.83 121.82 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.52 3.16 10.16 11.91 121.03 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.57 3.16 10.05 11.86 119.15 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.64 3.15 9.97 11.71 116.74 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.71 3.15 9.73 11.74 114.25 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.80 3.16 9.46 11.88 112.47 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.84 3.17 9.22 12.09 111.50 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.89 3.17 9.15 12.14 111.10 0 0 0.37 0.000 0.00 0.00 0.00 0.000 23.98 3.17 9.11 12.16 110.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.03 3.17 9.19 12.07 110.91 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.09 3.16 9.32 11.93 111.21 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.17 3.16 9.49 11.75 111.58 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.22 3.15 9.68 11.60 112.30 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.30 3.14 9.82 11.49 112.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.35 3.14 9.94 11.44 113.73 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.44 3.14 9.97 11.46 114.23 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.49 3.15 9.95 11.56 115.01 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.58 3.15 9.88 11.69 115.56 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.63 3.16 9.82 11.83 116.18 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.67 3.16 9.71 11.78 114.40 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.77 3.15 9.61 11.61 111.51 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.81 3.14 9.52 11.39 108.42 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.91 3.13 9.48 11.32 107.30 0 0 0.37 0.000 0.00 0.00 0.00 0.000 24.95 3.14 9.42 11.40 107.34 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.05 3.15 9.32 11.58 107.93 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.09 3.18 8.87 12.37 109.69 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.14 3.19 8.94 12.51 111.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.23 3.19 9.04 12.60 113.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.27 3.17 9.52 12.01 114.35 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.36 3.16 9.53 11.95 113.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.41 3.16 9.58 11.79 112.90 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.46 3.15 9.69 11.60 112.41 0 0 0.37 0.000 0.00 0.00 0.00 0.000 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 75 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement of dry sands :: (continued) Depth (ft) Ic KcQtn Qtn,cs N1,60 (blows) Gmax (tsf) CSR Shear, γ (%) evol(15) (%) Nc ev (%) Settle. (in) 25.54 3.14 9.81 11.43 112.07 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.60 3.11 9.89 10.85 107.31 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.67 3.08 9.79 10.22 100.12 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.73 3.07 9.68 10.02 97.02 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.79 3.08 9.60 10.30 98.86 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.87 3.11 9.70 10.89 105.57 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.97 3.14 9.51 11.48 109.20 0 0 0.37 0.000 0.00 0.00 0.00 0.000 25.99 3.15 9.82 11.65 114.35 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.06 3.15 10.19 11.62 118.45 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.16 3.13 10.87 11.20 121.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.20 3.13 11.14 11.21 124.87 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.29 3.14 11.16 11.35 126.71 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.33 3.14 11.14 11.53 128.46 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.42 3.15 11.04 11.70 129.16 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.47 3.16 11.02 11.78 129.79 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.52 3.15 11.12 11.67 129.79 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.61 3.14 11.31 11.45 129.52 0 0 0.37 0.000 0.00 0.00 0.00 0.000 26.65 3.11 11.91 10.89 129.71 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.74 3.09 12.52 10.41 130.40 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.79 3.06 13.25 9.92 131.47 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.84 3.05 13.72 9.66 132.52 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.91 3.04 14.07 9.52 133.89 0 0 0.38 0.000 0.00 0.00 0.00 0.000 26.98 3.05 14.11 9.61 135.62 0 0 0.38 0.000 0.00 0.00 0.00 0.000 Total estimated settlement: 0.12 Abbreviations Qtn : Kc: Qtn,cs: Gmax: CSR: γ: evol(15): Nc: ev: Settle.: Normalized cone resistance Fines correction factor Equivalent clean sand normalized cone resistance Small strain shear modulus Soil cyclic stress ratio Cyclic shear strain Volumetric strain after 15 cycles Equivalent number of cycles Volumetric strain Calculated settlement :: Post-earthquake settlement due to soil liquefaction :: Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 27.07 18.04 1.90 0.50 0.011.00 27.12 17.65 1.83 0.50 0.001.00 27.21 16.56 1.76 0.50 0.011.00 27.25 16.09 1.66 0.50 0.001.00 27.30 14.95 1.50 0.50 0.001.00 27.44 12.46 1.34 0.50 0.011.00 27.49 11.93 1.22 0.50 0.001.00 27.52 11.63 1.18 0.50 0.001.00 27.58 11.25 1.14 0.50 0.001.00 27.63 11.09 1.09 0.50 0.001.00 27.73 10.26 1.07 0.50 0.011.00 27.77 10.69 1.06 0.50 0.001.00 27.84 10.82 1.09 0.50 0.001.00 27.91 11.24 1.12 0.50 0.001.00 27.96 11.52 1.15 0.50 0.001.00 28.05 11.72 1.16 0.50 0.011.00 28.10 11.78 1.16 0.50 0.001.00 28.20 11.47 1.15 0.50 0.011.00 28.24 11.46 1.14 0.50 0.001.00 28.32 11.59 1.15 0.50 0.011.00 28.37 11.79 1.17 0.50 0.001.00 28.45 11.99 1.20 0.50 0.001.00 28.56 12.54 1.24 0.50 0.011.00 28.65 13.24 1.29 0.50 0.011.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 76 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 28.69 13.31 1.32 0.50 0.001.00 28.74 13.43 1.31 0.50 0.001.00 28.81 13.13 1.30 0.50 0.001.00 28.88 13.11 1.31 0.50 0.001.00 28.97 13.74 1.33 0.50 0.011.00 29.02 14.01 1.40 0.50 0.001.00 29.11 15.00 1.45 0.50 0.011.00 29.14 15.35 1.53 0.50 0.001.00 29.25 16.47 1.59 0.50 0.011.00 29.27 16.97 1.69 0.50 0.001.00 29.34 18.04 1.74 0.50 0.001.00 29.41 18.24 1.73 0.50 0.001.00 29.48 16.90 1.64 0.50 0.001.00 29.56 15.44 1.53 0.50 0.001.00 29.62 14.92 1.46 0.50 0.001.00 29.67 14.91 1.46 0.50 0.001.00 29.75 15.52 1.50 0.50 0.011.00 29.81 16.15 1.52 0.50 0.001.00 29.89 15.77 1.49 0.50 0.001.00 29.94 14.76 1.41 0.50 0.001.00 29.99 13.67 1.25 0.50 0.001.00 30.07 11.05 1.17 0.50 0.001.00 30.13 12.37 1.14 0.50 0.001.00 30.22 12.98 1.20 0.50 0.011.00 30.27 12.90 1.21 0.50 0.001.00 30.32 12.60 1.17 0.50 0.001.00 30.42 12.08 1.14 0.50 0.011.00 30.46 11.87 1.09 0.50 0.001.00 30.54 11.15 1.03 0.50 0.001.00 30.59 10.38 0.97 0.50 0.001.00 30.68 10.09 0.92 0.50 0.011.00 30.77 9.79 0.90 0.50 0.011.00 30.82 9.85 0.88 0.50 0.001.00 30.86 9.71 0.88 0.50 0.001.00 30.92 9.56 0.85 0.50 0.001.00 31.00 9.27 0.83 0.50 0.011.00 31.04 9.13 0.82 0.50 0.001.00 31.14 9.24 0.82 0.50 0.011.00 31.19 9.17 0.82 0.50 0.001.00 31.28 9.22 0.82 0.50 0.011.00 31.32 9.35 0.82 0.50 0.001.00 31.37 9.27 0.82 0.50 0.001.00 31.46 9.13 0.80 0.50 0.011.00 31.50 8.98 0.78 0.50 0.001.00 31.60 8.63 0.76 0.50 0.011.00 31.65 8.62 0.75 0.50 0.001.00 31.69 8.55 0.75 0.50 0.001.00 31.78 8.67 0.75 0.50 0.011.00 31.83 8.66 0.75 0.50 0.001.00 31.92 8.65 0.75 0.50 0.001.00 31.97 8.64 0.75 0.50 0.001.00 32.02 8.76 0.77 0.50 0.001.00 32.11 9.36 0.81 0.50 0.011.00 32.15 9.76 0.90 0.50 0.001.00 32.24 11.57 0.99 0.50 0.011.00 32.28 12.23 1.09 0.50 0.001.00 32.36 13.10 1.20 0.50 0.001.00 32.44 15.13 1.30 0.50 0.001.00 32.48 15.40 1.39 0.50 0.001.00 32.58 16.20 1.44 0.50 0.011.00 32.62 16.74 1.54 0.50 0.001.00 32.71 18.78 1.64 0.50 0.011.00 32.76 19.52 1.80 0.50 0.001.00 32.85 21.93 1.90 0.50 0.011.00 32.90 22.68 2.00 0.00 0.001.00 32.99 24.61 2.00 0.00 0.001.00 33.02 25.51 2.00 0.00 0.001.00 33.09 27.74 2.00 0.00 0.001.00 33.16 28.99 2.00 0.00 0.001.00 33.26 27.67 2.00 0.00 0.001.00 33.31 25.03 2.00 0.00 0.001.00 33.36 24.11 2.00 0.00 0.001.00 33.41 23.24 2.00 0.00 0.001.00 33.50 24.33 2.00 0.00 0.001.00 33.53 25.83 2.00 0.00 0.001.00 33.63 33.07 2.00 0.00 0.001.00 33.68 37.96 2.00 0.00 0.001.00 33.73 40.07 2.00 0.00 0.001.00 33.82 41.97 2.00 0.00 0.001.00 33.88 106.74 0.35 2.21 0.021.00 34.01 115.47 0.38 2.08 0.031.00 34.05 116.04 0.38 2.07 0.011.00 34.09 116.29 0.38 2.06 0.011.00 34.15 121.27 0.41 1.99 0.011.00 34.19 123.28 0.42 1.97 0.011.00 34.29 128.34 0.44 1.90 0.021.00 34.33 127.37 0.44 1.92 0.011.00 34.38 129.50 0.45 1.89 0.011.00 34.46 132.24 0.47 1.86 0.021.00 34.52 132.89 0.47 1.85 0.011.00 34.60 133.75 0.48 1.84 0.021.00 34.65 135.23 0.49 1.82 0.011.00 34.83 125.52 0.42 1.94 0.041.00 34.84 125.35 0.42 1.94 0.001.00 34.88 122.97 0.41 1.97 0.011.00 34.93 121.46 0.40 1.99 0.011.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 77 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 35.00 112.93 0.37 2.11 0.021.00 35.07 113.25 0.37 2.11 0.021.00 35.12 113.52 0.37 2.11 0.011.00 35.19 40.16 2.00 0.00 0.001.00 35.25 34.10 2.00 0.00 0.001.00 35.34 28.21 2.00 0.00 0.001.00 35.39 26.77 2.00 0.00 0.001.00 35.44 24.08 2.00 0.00 0.001.00 35.52 21.68 1.83 0.50 0.001.00 35.57 20.25 1.56 0.50 0.001.00 35.67 14.81 1.37 0.50 0.011.00 35.71 14.80 1.23 0.50 0.001.00 35.80 15.17 1.21 0.50 0.011.00 35.85 14.57 1.19 0.50 0.001.00 35.90 13.98 1.12 0.50 0.001.00 35.99 12.80 1.06 0.50 0.011.00 36.03 12.59 1.02 0.50 0.001.00 36.18 12.44 1.02 0.50 0.011.00 36.27 12.93 1.04 0.50 0.011.00 36.30 13.30 1.10 0.50 0.001.00 36.41 14.83 1.17 0.50 0.011.00 36.45 15.33 1.24 0.50 0.001.00 36.49 15.97 1.31 0.50 0.001.00 36.56 17.45 1.41 0.50 0.001.00 36.63 19.00 1.52 0.50 0.001.00 36.69 19.96 1.60 0.50 0.001.00 36.77 20.40 1.63 0.50 0.001.00 36.82 20.25 1.61 0.50 0.001.00 36.93 19.17 1.60 0.50 0.011.00 36.96 20.17 1.58 0.50 0.001.00 37.02 19.73 1.61 0.50 0.001.00 37.07 20.10 1.55 0.50 0.001.00 37.16 18.31 1.41 0.50 0.011.00 37.25 14.62 1.23 0.50 0.011.00 37.29 13.59 1.06 0.50 0.001.00 37.35 12.20 0.96 0.50 0.001.00 37.43 10.99 0.85 0.50 0.001.00 37.48 9.74 0.76 0.50 0.001.00 37.57 9.11 0.68 0.50 0.011.00 37.66 8.30 0.64 0.50 0.011.00 37.69 8.17 0.60 0.50 0.001.00 37.76 7.92 0.58 0.50 0.001.00 37.80 7.67 0.57 0.50 0.001.00 37.90 7.66 0.56 0.50 0.011.00 37.98 7.65 0.56 0.50 0.011.00 38.03 7.65 0.56 0.50 0.001.00 38.08 7.76 0.56 0.50 0.001.00 38.12 7.76 0.57 0.50 0.001.00 38.22 7.93 0.57 0.50 0.011.00 38.26 7.98 0.58 0.50 0.001.00 38.36 7.97 0.58 0.50 0.011.00 38.41 8.03 0.58 0.50 0.001.00 38.51 7.89 0.57 0.50 0.011.00 38.54 7.83 0.56 0.50 0.001.00 38.59 7.71 0.55 0.50 0.001.00 38.65 7.39 0.53 0.50 0.001.00 38.72 7.09 0.51 0.50 0.001.00 38.81 7.02 0.50 0.50 0.011.00 38.86 7.01 0.50 0.50 0.001.00 39.00 7.12 0.50 0.50 0.011.00 39.01 7.18 0.50 0.50 0.001.00 39.05 7.18 0.51 0.50 0.001.00 39.13 7.34 0.52 0.50 0.011.00 39.19 7.40 0.50 0.50 0.001.00 39.24 6.62 0.51 0.50 0.001.00 39.37 7.86 0.53 0.50 0.011.00 39.41 7.91 0.56 0.50 0.001.00 39.46 7.91 0.57 0.50 0.001.00 39.51 8.08 0.57 0.50 0.001.00 39.60 7.95 0.56 0.50 0.011.00 39.65 7.70 0.55 0.50 0.001.00 39.73 7.52 0.53 0.50 0.011.00 39.79 7.27 0.51 0.50 0.001.00 39.87 7.15 0.50 0.50 0.001.00 39.92 7.09 0.49 0.50 0.001.00 39.97 7.08 0.49 0.50 0.001.00 40.05 7.07 0.49 0.50 0.011.00 40.10 7.07 0.50 0.50 0.001.00 40.19 7.47 0.51 0.50 0.011.00 40.24 7.47 0.52 0.50 0.001.00 40.33 7.40 0.52 0.50 0.011.00 40.38 7.39 0.50 0.50 0.001.00 40.44 7.04 0.49 0.50 0.001.00 40.52 6.91 0.47 0.50 0.001.00 40.55 6.91 0.47 0.50 0.001.00 40.66 6.90 0.47 0.50 0.011.00 40.71 6.89 0.47 0.50 0.001.00 40.79 6.94 0.47 0.50 0.011.00 40.84 6.94 0.47 0.50 0.001.00 40.88 6.94 0.47 0.50 0.001.00 40.98 6.93 0.47 0.50 0.011.00 41.02 6.92 0.47 0.50 0.001.00 41.11 6.97 0.47 0.50 0.011.00 41.16 6.97 0.48 0.50 0.001.00 41.21 7.19 0.49 0.50 0.001.00 41.30 7.47 0.51 0.50 0.011.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 78 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 41.35 7.65 0.52 0.50 0.001.00 41.43 7.76 0.53 0.50 0.001.00 41.48 7.80 0.54 0.50 0.001.00 41.55 7.97 0.55 0.50 0.001.00 41.62 8.31 0.57 0.50 0.001.00 41.67 8.37 0.58 0.50 0.001.00 41.76 8.36 0.57 0.50 0.011.00 41.81 8.17 0.56 0.50 0.001.00 41.90 7.71 0.53 0.50 0.011.00 41.94 7.59 0.51 0.50 0.001.00 42.03 7.35 0.50 0.50 0.011.00 42.08 7.23 0.48 0.50 0.001.00 42.17 6.93 0.46 0.50 0.011.00 42.22 6.75 0.44 0.50 0.001.00 42.31 6.52 0.43 0.50 0.011.00 42.36 6.52 0.40 0.50 0.001.00 42.41 5.54 0.41 0.50 0.001.00 42.46 6.79 0.43 0.50 0.001.00 42.55 7.24 0.47 0.50 0.011.00 42.60 7.35 0.49 0.50 0.001.00 42.66 7.46 0.50 0.50 0.001.00 42.74 7.51 0.51 0.50 0.001.00 42.83 7.78 0.52 0.50 0.011.00 42.87 7.84 0.52 0.50 0.001.00 42.92 7.77 0.52 0.50 0.001.00 43.01 7.60 0.51 0.50 0.011.00 43.06 7.47 0.50 0.50 0.001.00 43.15 7.52 0.50 0.50 0.011.00 43.20 7.46 0.50 0.50 0.001.00 43.24 7.46 0.49 0.50 0.001.00 43.34 7.39 0.49 0.50 0.011.00 43.38 7.33 0.50 0.50 0.001.00 43.52 7.99 0.52 0.50 0.011.00 43.54 8.28 0.55 0.50 0.001.00 43.61 8.38 0.57 0.50 0.001.00 43.64 8.66 0.57 0.50 0.001.00 43.75 8.48 0.57 0.50 0.011.00 43.79 8.48 0.57 0.50 0.001.00 43.84 8.41 0.56 0.50 0.001.00 43.94 8.40 0.56 0.50 0.011.00 43.98 8.40 0.56 0.50 0.001.00 44.07 8.27 0.55 0.50 0.011.00 44.13 8.27 0.55 0.50 0.001.00 44.16 8.15 0.54 0.50 0.001.00 44.23 8.03 0.53 0.50 0.001.00 44.30 8.03 0.53 0.50 0.001.00 44.38 8.02 0.53 0.50 0.001.00 44.44 8.13 0.53 0.50 0.001.00 44.49 8.18 0.54 0.50 0.001.00 44.58 8.33 0.55 0.50 0.011.00 44.62 8.39 0.55 0.50 0.001.00 44.72 8.32 0.55 0.50 0.011.00 44.76 8.31 0.55 0.50 0.001.00 44.85 8.30 0.55 0.50 0.011.00 44.89 8.30 0.55 0.50 0.001.00 44.95 8.52 0.56 0.50 0.001.00 45.04 8.79 0.60 0.50 0.011.00 45.09 9.62 0.70 0.50 0.001.00 45.18 12.85 0.84 0.50 0.011.00 45.22 14.41 0.94 0.50 0.001.00 45.30 13.76 0.93 0.50 0.001.00 45.36 12.43 0.85 0.50 0.001.00 45.43 11.28 0.77 0.50 0.001.00 45.50 10.19 0.70 0.50 0.001.00 45.54 9.79 0.66 0.50 0.001.00 45.64 9.45 0.64 0.50 0.011.00 45.68 9.55 0.64 0.50 0.001.00 45.78 9.99 0.67 0.50 0.011.00 45.83 10.77 0.71 0.50 0.001.00 45.87 11.21 0.78 0.50 0.001.00 45.96 12.73 0.84 0.50 0.011.00 46.01 13.24 0.91 0.50 0.001.00 46.10 13.96 0.93 0.50 0.011.00 46.15 13.79 0.93 0.50 0.001.00 46.24 13.31 0.91 0.50 0.011.00 46.28 13.19 0.89 0.50 0.001.00 46.33 12.96 0.85 0.50 0.001.00 46.42 11.75 0.80 0.50 0.011.00 46.47 11.13 0.75 0.50 0.001.00 46.56 10.78 0.72 0.50 0.011.00 46.60 10.78 0.72 0.50 0.001.00 46.70 10.76 0.72 0.50 0.011.00 46.74 11.03 0.73 0.50 0.001.00 46.79 11.25 0.79 0.50 0.001.00 46.93 13.36 0.89 0.50 0.011.00 46.96 15.07 1.07 0.50 0.001.00 47.02 19.05 1.24 0.50 0.001.00 47.07 21.16 1.44 0.50 0.001.00 47.16 24.11 1.55 0.50 0.011.00 47.20 24.28 1.62 0.50 0.001.00 47.25 24.39 1.63 0.50 0.001.00 47.35 24.42 1.62 0.50 0.011.00 47.39 24.36 1.62 0.50 0.001.00 47.48 24.08 1.64 0.50 0.011.00 47.53 25.81 1.67 0.50 0.001.00 47.59 25.91 1.61 0.50 0.001.00 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 79 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSqc1N,cs ev (%)Settlement (in) Depth (ft) FSqc1N,cs ev (%)Settlement (in) DF DF 47.64 21.36 1.37 0.50 0.001.00 47.77 14.91 1.10 0.50 0.011.00 47.82 13.49 0.89 0.50 0.001.00 47.86 12.31 0.81 0.50 0.001.00 47.91 11.31 0.78 0.50 0.001.00 47.99 12.27 0.72 0.50 0.001.00 48.05 9.86 0.74 0.50 0.001.00 48.13 12.21 0.85 0.50 0.011.00 48.19 17.05 1.05 0.50 0.001.00 48.23 18.59 1.19 0.50 0.001.00 48.33 18.68 1.21 0.50 0.011.00 48.37 17.98 1.16 0.50 0.001.00 48.46 16.36 1.09 0.50 0.011.00 48.52 15.61 1.04 0.50 0.001.00 48.56 15.60 1.05 0.50 0.001.00 48.65 16.83 1.13 0.50 0.011.00 48.70 19.28 1.30 0.50 0.001.00 48.84 23.39 1.45 0.50 0.011.00 48.87 24.39 1.57 0.50 0.001.00 48.89 24.86 1.62 0.50 0.001.00 48.97 25.73 1.65 0.50 0.001.00 49.02 25.77 1.71 0.50 0.001.00 49.11 27.77 1.79 0.50 0.011.00 49.15 29.79 2.00 0.00 0.001.00 49.24 43.59 2.00 0.00 0.001.00 49.29 119.21 0.35 2.02 0.011.00 49.38 126.58 0.39 1.93 0.021.00 49.43 126.76 0.39 1.92 0.011.00 49.48 125.39 0.38 1.94 0.011.00 49.57 104.58 0.30 2.25 0.031.00 49.62 37.63 2.00 0.00 0.001.00 49.75 17.78 1.53 0.50 0.011.00 49.80 16.20 1.05 0.50 0.001.00 49.85 14.96 0.96 0.50 0.001.00 49.88 13.64 0.85 0.50 0.001.00 49.94 11.45 0.77 0.50 0.001.00 50.03 11.38 0.72 0.50 0.011.00 50.07 9.19 2.00 0.00 0.001.00 50.16 9.44 2.00 0.00 0.001.00 50.29 7.18 2.00 0.00 0.001.00 50.32 6.72 2.00 0.00 0.001.00 50.35 6.34 2.00 0.00 0.001.00 Total estimated settlement: 1.58 Abbreviations Qtn,cs: FS: ev (%): DF: Settlement: Equivalent clean sand normalized cone resistance Factor of safety against liquefaction Post-liquefaction volumentric strain ev depth weighting factor Calculated settlement CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 80 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation Idriss & Boulanger (2008) :: Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 0.08 0.00 1.00 -1.00 -1.00 0.01 0.62-1.00 0.13 0.10 54.25 8.23 4.06 0.06 1.050.15 0.21 0.33 54.25 27.84 4.06 0.07 2.150.51 0.27 0.59 54.25 50.45 4.06 0.07 3.030.93 0.33 1.67 54.25 144.39 4.06 0.07 7.092.66 0.40 2.89 36.44 167.77 3.82 0.07 9.864.60 0.46 36.09 1.88 109.14 2.29 0.05 0.6457.95 0.55 75.27 1.19 143.55 1.83 0.40 0.85120.89 0.59 111.27 1.00 178.72 1.58 0.91 0.88178.72 0.69 114.91 1.00 184.56 1.55 0.59 0.87184.56 0.73 107.07 1.00 171.96 1.61 0.57 0.86171.96 0.82 98.70 1.00 158.51 1.70 0.32 0.84158.51 0.87 86.89 1.18 164.29 1.82 0.25 0.82139.52 0.95 77.15 1.26 156.54 1.94 0.21 0.84123.86 1.01 69.63 1.34 149.97 2.04 0.20 0.84111.78 1.06 62.87 1.46 147.68 2.13 0.20 0.85100.91 1.14 54.57 1.71 149.99 2.24 0.18 0.8387.56 1.20 46.23 2.20 163.31 2.37 0.15 0.8174.17 1.29 40.03 2.80 179.60 2.47 0.14 0.8064.20 1.33 37.50 3.15 189.22 2.52 0.14 0.7960.13 1.38 36.09 3.31 191.26 2.55 0.14 0.7957.86 1.45 34.98 3.37 188.90 2.55 0.14 0.7956.06 1.52 33.53 3.44 185.09 2.56 0.13 0.7853.73 1.61 32.02 3.57 183.31 2.58 0.13 0.7851.30 1.65 30.58 3.81 186.64 2.61 0.13 22.6148.98 1.74 29.76 4.01 191.12 2.63 0.12 20.8047.65 1.80 28.81 4.21 194.27 2.65 0.12 19.5146.12 1.84 28.02 4.30 192.66 2.66 0.12 18.5044.84 1.92 27.29 4.32 188.49 2.66 0.12 17.2443.66 1.98 26.69 4.28 182.85 2.66 0.12 16.3742.70 2.04 26.17 4.29 179.45 2.66 0.12 15.5341.85 2.12 25.42 4.40 178.62 2.67 0.11 14.5440.64 2.18 24.54 4.56 178.91 2.69 0.11 13.6039.22 2.25 23.72 4.73 179.33 2.70 0.11 12.7337.90 2.30 22.77 4.96 180.39 2.72 0.11 11.9436.37 2.37 21.72 5.27 182.72 2.75 0.11 11.0834.68 2.44 20.48 5.67 185.39 2.79 0.10 10.1332.67 2.53 19.52 5.99 186.59 2.81 0.10 9.2931.13 2.58 18.85 6.17 185.54 2.83 0.10 8.8130.05 2.63 18.47 6.19 182.18 2.83 0.10 8.4429.43 2.71 18.10 6.20 178.66 2.83 0.10 8.0328.82 2.76 17.73 6.23 175.87 2.83 0.10 7.7228.23 2.83 17.43 6.25 173.50 2.83 0.10 7.4027.74 2.89 17.27 6.26 171.97 2.83 0.10 7.1727.47 2.99 17.13 6.28 171.00 2.83 0.10 6.8927.24 3.03 16.95 6.37 171.75 2.84 0.10 6.7226.94 3.12 16.70 6.53 173.28 2.85 0.10 6.4426.54 3.17 16.59 6.64 174.91 2.86 0.10 6.2826.36 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 81 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 3.22 16.88 6.57 176.22 2.86 0.10 6.2926.82 3.29 17.49 6.39 177.56 2.84 0.10 6.3827.79 3.36 18.08 6.22 178.57 2.83 0.10 6.4628.73 3.41 18.24 6.17 178.87 2.83 0.10 6.4228.98 3.49 17.94 6.23 177.51 2.83 0.10 6.1628.49 3.54 17.68 6.17 173.23 2.83 0.10 5.9828.06 3.64 17.51 6.10 169.51 2.82 0.10 5.7827.79 3.68 17.51 6.02 167.25 2.81 0.10 5.7027.78 3.76 17.70 5.94 166.80 2.81 0.10 5.6528.09 3.82 19.25 5.21 159.26 2.75 0.10 6.0530.56 3.92 22.03 4.20 147.18 2.65 0.10 6.7735.03 3.95 27.02 3.04 130.76 2.51 0.11 0.7543.03 4.01 38.84 1.87 115.74 2.28 0.11 0.7762.02 4.08 57.86 1.35 125.40 2.05 0.16 0.8292.58 4.14 86.59 1.17 162.72 1.82 0.22 0.81138.73 4.23 112.36 1.00 180.12 1.67 0.74 0.87180.12 4.28 136.37 1.00 218.70 1.55 0.94 0.89218.70 4.37 149.53 1.00 239.83 1.50 0.96 0.91239.83 4.42 157.37 1.00 252.42 1.47 0.97 0.91252.42 4.47 156.75 1.00 251.42 1.49 0.97 0.91251.42 4.56 153.24 1.00 245.77 1.51 0.96 0.91245.77 4.60 145.10 1.00 232.69 1.54 0.95 0.90232.69 4.70 131.61 1.00 211.01 1.59 0.94 0.88211.01 4.73 116.81 1.00 187.23 1.60 0.48 0.86187.23 4.80 100.67 1.00 161.28 1.62 0.37 0.84161.28 4.89 88.72 1.00 142.08 1.63 0.22 0.81142.08 4.94 74.88 1.06 126.59 1.73 0.18 0.79119.83 5.03 62.93 1.21 121.47 1.86 0.14 0.77100.63 5.08 52.96 1.30 109.63 1.99 0.12 0.7884.60 5.13 46.13 1.41 103.59 2.09 0.13 0.7973.63 5.22 43.38 1.50 103.61 2.15 0.12 0.7869.20 5.26 40.55 1.66 107.64 2.22 0.13 0.7964.65 5.35 37.96 1.90 115.09 2.29 0.13 0.7960.48 5.40 34.64 2.28 125.79 2.38 0.12 0.7855.15 5.45 31.89 2.70 137.09 2.46 0.12 0.7750.72 5.54 30.44 3.00 145.37 2.50 0.12 0.7748.39 5.59 29.13 3.27 151.54 2.54 0.12 0.7746.27 5.65 28.02 3.44 152.99 2.56 0.11 0.7644.48 5.72 26.87 3.51 149.69 2.57 0.11 0.7642.62 5.86 26.44 3.43 143.91 2.56 0.11 0.7641.92 5.88 26.37 3.28 137.15 2.54 0.11 0.7641.81 5.91 26.67 3.09 130.53 2.52 0.11 0.7642.28 6.00 27.26 2.85 123.00 2.48 0.11 0.7643.23 6.05 28.44 2.53 114.07 2.43 0.11 0.7645.12 6.14 30.22 2.26 108.24 2.38 0.11 0.7647.97 6.19 32.41 2.00 103.24 2.32 0.11 0.7751.49 6.27 34.22 1.86 100.96 2.28 0.11 0.7754.39 6.33 35.27 1.79 100.16 2.26 0.11 0.7756.06 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 82 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 6.37 35.46 1.81 102.19 2.27 0.11 0.7756.38 6.51 35.66 1.85 104.98 2.28 0.11 0.7756.68 6.60 35.86 1.89 107.95 2.29 0.12 0.7756.99 6.63 36.02 1.94 110.94 2.30 0.12 0.7757.25 6.74 35.57 2.03 114.51 2.33 0.12 0.7756.50 6.79 34.91 2.14 118.61 2.35 0.12 0.7755.44 6.83 34.09 2.25 121.71 2.38 0.12 0.7754.12 6.89 33.53 2.34 124.73 2.39 0.11 0.7753.22 6.97 33.17 2.42 127.19 2.41 0.11 0.7752.63 7.11 33.13 2.45 128.57 2.41 0.11 0.7752.56 7.13 33.23 2.44 128.44 2.41 0.11 0.7752.71 7.16 33.42 2.41 128.01 2.41 0.11 0.7753.02 7.25 33.85 2.36 126.64 2.40 0.11 0.7753.70 7.30 34.44 2.27 123.83 2.38 0.11 0.7754.64 7.39 34.93 2.17 120.15 2.36 0.11 0.7755.43 7.43 35.00 2.06 114.57 2.33 0.11 0.7755.53 7.53 34.74 2.01 110.57 2.32 0.11 0.7655.11 7.57 34.35 1.99 108.30 2.32 0.11 0.7654.47 7.62 34.42 2.01 109.61 2.32 0.11 0.7654.58 7.70 34.61 2.03 111.16 2.33 0.11 0.7654.88 7.76 34.78 2.03 111.85 2.33 0.11 0.7655.14 7.85 33.99 2.09 112.34 2.34 0.11 0.7653.87 7.89 33.73 2.09 111.53 2.34 0.11 0.7653.44 7.98 33.33 2.09 110.56 2.34 0.11 0.7652.80 8.09 33.69 2.04 109.08 2.33 0.11 0.7653.37 8.12 33.59 2.04 108.42 2.33 0.11 0.7653.20 8.17 34.38 1.96 106.58 2.31 0.11 0.7654.46 8.30 35.36 1.87 104.72 2.28 0.11 0.7656.03 8.31 36.48 1.78 102.82 2.26 0.11 0.7657.82 8.35 37.20 1.72 101.66 2.24 0.11 0.7658.98 8.40 38.22 1.66 100.88 2.22 0.11 0.7660.61 8.49 39.01 1.63 101.00 2.21 0.11 0.7661.87 8.54 39.10 1.65 102.43 2.21 0.11 0.7662.02 8.63 38.48 1.71 104.11 2.23 0.11 0.7661.01 8.68 37.17 1.82 107.08 2.27 0.11 0.7658.89 8.77 36.15 1.94 110.82 2.30 0.11 0.7657.25 8.81 35.00 2.10 116.27 2.34 0.11 0.7655.41 8.86 33.79 2.36 126.15 2.40 0.11 0.7653.45 9.00 32.54 2.69 138.16 2.46 0.11 0.7551.43 9.04 31.36 3.06 151.65 2.51 0.11 0.7549.52 9.09 30.50 3.36 161.59 2.55 0.11 0.7548.14 9.14 29.42 3.73 173.25 2.60 0.11 0.7546.40 9.23 28.40 4.12 184.22 2.64 0.11 3.6644.75 9.28 27.68 4.45 193.94 2.67 0.11 3.5543.59 9.32 26.76 4.77 200.85 2.71 0.11 3.4142.11 9.43 25.88 5.04 205.24 2.73 0.10 3.2640.68 9.47 24.89 5.29 206.86 2.75 0.10 3.1239.10 9.55 24.34 5.37 205.10 2.76 0.10 3.0238.20 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 83 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 9.64 23.91 5.42 203.28 2.76 0.10 2.9437.50 9.65 23.71 5.33 198.03 2.76 0.10 2.9137.18 9.78 23.75 5.21 194.08 2.75 0.10 2.8737.22 9.80 23.85 5.12 191.22 2.74 0.10 2.8837.38 9.87 23.98 5.14 193.08 2.74 0.10 2.8737.59 9.92 24.21 5.17 196.42 2.74 0.10 2.8937.96 10.01 24.34 5.25 200.43 2.75 0.10 2.8738.15 10.04 24.83 5.25 204.61 2.75 0.10 2.9238.94 10.12 25.48 5.18 206.92 2.74 0.10 2.9839.91 10.18 26.43 5.02 206.39 2.73 0.10 3.0841.10 10.26 27.19 4.83 201.88 2.71 0.10 3.1441.83 10.36 27.78 4.63 195.37 2.69 0.11 3.1742.19 10.40 28.20 4.42 188.01 2.67 0.11 3.2142.49 10.45 28.75 4.21 180.75 2.65 0.10 3.2642.98 10.50 29.90 3.83 168.97 2.61 0.10 3.3844.16 10.60 31.22 3.44 156.24 2.56 0.11 0.7545.36 10.64 32.76 3.00 140.84 2.50 0.11 0.7546.91 10.72 34.34 2.60 125.76 2.44 0.11 0.7548.30 10.82 35.88 2.28 112.96 2.38 0.11 0.7549.57 10.86 37.16 2.08 105.44 2.34 0.10 0.7550.81 10.91 37.75 2.01 102.93 2.32 0.10 0.7551.26 10.96 38.18 1.97 101.75 2.31 0.10 0.7551.59 11.05 38.34 1.96 100.80 2.31 0.10 0.7551.46 11.10 38.51 1.96 100.85 2.31 0.10 0.7551.54 11.19 38.77 1.96 101.02 2.31 0.10 0.7551.57 11.24 39.59 1.95 102.29 2.31 0.10 0.7652.48 11.33 40.64 1.93 103.21 2.30 0.11 0.7653.52 11.37 42.19 1.88 104.14 2.29 0.11 0.7655.30 11.45 44.15 1.82 104.43 2.27 0.11 0.7657.45 11.57 45.96 1.76 104.45 2.25 0.11 0.7759.18 11.60 47.27 1.72 104.40 2.24 0.11 0.7760.64 11.65 47.63 1.71 104.13 2.24 0.11 0.7760.88 11.69 47.82 1.70 103.76 2.23 0.11 0.7760.95 11.79 47.83 1.70 103.00 2.23 0.11 0.7760.59 11.84 47.63 1.70 102.37 2.23 0.11 0.7760.16 11.88 47.27 1.73 103.02 2.24 0.11 0.7759.61 11.98 46.85 1.78 104.86 2.26 0.11 0.7758.88 12.02 45.73 1.91 109.89 2.30 0.11 0.7757.62 12.11 44.38 2.08 116.45 2.34 0.11 0.7755.94 12.16 42.12 2.35 125.52 2.40 0.11 0.7653.32 12.21 39.79 2.68 135.82 2.45 0.11 0.7650.59 12.29 37.16 3.11 147.22 2.52 0.11 0.7547.34 12.34 35.06 3.56 159.60 2.58 0.11 0.7544.83 12.43 34.31 3.85 168.35 2.61 0.11 3.2743.78 12.48 32.37 4.32 178.53 2.66 0.11 3.0641.37 12.54 32.80 4.34 181.39 2.66 0.10 3.0941.76 12.64 32.96 4.38 182.68 2.67 0.11 3.0841.67 12.68 35.35 4.02 178.69 2.63 0.11 3.3044.44 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 84 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 12.77 36.21 3.93 177.41 2.62 0.11 3.3545.16 12.81 37.02 3.84 176.82 2.61 0.11 3.4246.00 12.86 37.84 3.79 177.32 2.60 0.11 3.4846.84 12.96 38.46 3.78 178.65 2.60 0.11 3.5147.29 13.00 39.28 3.77 181.67 2.60 0.11 3.5848.17 13.10 39.87 3.80 184.57 2.61 0.12 3.6048.60 13.14 40.43 3.83 188.54 2.61 0.12 3.6449.16 13.23 40.66 3.89 191.40 2.62 0.12 3.6449.17 13.28 40.89 3.94 194.39 2.62 0.12 3.6449.31 13.32 41.05 3.99 196.88 2.63 0.12 3.6449.38 13.40 41.34 4.02 199.14 2.63 0.12 3.6549.48 13.46 41.79 4.04 201.07 2.63 0.12 3.6749.82 13.53 42.65 4.02 203.26 2.63 0.12 3.7350.61 13.64 43.62 3.99 204.88 2.63 0.12 3.7851.35 13.69 44.48 3.97 207.34 2.62 0.12 3.8452.20 13.74 45.03 3.98 209.66 2.63 0.12 3.8752.69 13.79 45.29 4.06 214.67 2.63 0.12 3.8852.87 13.87 45.48 4.15 219.57 2.64 0.12 3.8752.85 13.92 45.74 4.23 224.14 2.65 0.13 3.8853.00 13.98 45.74 4.30 227.08 2.66 0.13 3.8652.82 14.06 45.70 4.37 229.60 2.67 0.12 3.8452.51 14.15 45.60 4.45 231.80 2.67 0.13 3.8052.11 14.20 45.73 4.48 233.11 2.68 0.13 3.8052.09 14.24 45.79 4.49 233.73 2.68 0.13 3.7952.02 14.34 45.59 4.54 233.80 2.68 0.13 3.7551.46 14.38 45.30 4.59 234.05 2.69 0.12 3.7150.98 14.47 45.00 4.65 233.97 2.69 0.12 3.6650.36 14.52 44.84 4.67 233.76 2.70 0.12 3.6350.03 14.57 44.81 4.65 231.71 2.69 0.12 3.6249.81 14.66 44.84 4.59 227.18 2.69 0.12 3.6049.53 14.71 44.68 4.51 221.60 2.68 0.12 3.5749.16 14.80 44.35 4.51 218.52 2.68 0.12 3.5248.48 14.85 43.89 4.55 217.77 2.69 0.12 3.4747.84 14.90 43.53 4.65 220.17 2.69 0.12 3.4347.31 14.98 41.20 5.08 226.73 2.73 0.12 3.2244.59 15.07 40.15 5.37 231.95 2.76 0.11 3.1243.22 15.14 39.13 5.62 235.69 2.78 0.12 3.0241.97 15.17 40.02 5.48 234.54 2.77 0.12 3.0842.82 15.24 39.52 5.58 234.89 2.78 0.12 3.0342.10 15.30 38.87 5.69 234.74 2.79 0.11 2.9741.24 15.39 38.28 5.77 232.91 2.79 0.11 2.9040.36 15.49 37.69 5.84 230.64 2.80 0.11 2.8439.48 15.58 37.27 5.89 228.73 2.80 0.11 2.7938.80 15.63 36.94 5.94 227.79 2.81 0.11 2.7538.35 15.71 36.72 5.97 226.07 2.81 0.11 2.7237.88 15.84 36.55 5.99 224.17 2.81 0.11 2.6837.40 15.86 36.52 5.96 222.64 2.81 0.11 2.6837.32 15.90 36.92 5.87 220.69 2.80 0.11 2.7037.62 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 85 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 15.97 37.58 5.72 218.07 2.79 0.11 2.7438.13 16.04 38.27 5.59 215.90 2.78 0.11 2.7738.65 16.09 39.19 5.44 214.71 2.77 0.11 2.8339.46 16.18 40.01 5.34 214.17 2.76 0.11 2.8840.07 16.21 40.99 5.25 214.97 2.75 0.12 2.9440.98 16.32 41.55 5.23 216.06 2.75 0.12 2.9641.28 16.36 42.11 5.21 217.66 2.75 0.12 2.9941.74 16.41 42.50 5.21 218.68 2.75 0.12 3.0142.01 16.48 42.96 5.20 219.87 2.75 0.12 3.0342.30 16.55 43.03 5.25 221.27 2.75 0.12 3.0242.18 16.64 42.93 5.30 221.74 2.75 0.12 3.0041.85 16.69 42.47 5.37 221.56 2.76 0.12 2.9641.28 16.74 42.31 5.35 219.32 2.76 0.12 2.9440.99 16.87 42.11 5.36 216.86 2.76 0.12 2.9040.46 16.91 41.98 5.34 215.09 2.76 0.12 2.8840.25 16.93 41.79 5.35 214.18 2.76 0.12 2.8640.00 17.01 41.69 5.35 212.36 2.76 0.11 2.8439.72 17.10 41.76 5.32 210.33 2.76 0.11 2.8339.56 17.15 41.89 5.28 209.03 2.75 0.11 2.8339.58 17.20 41.95 5.28 208.58 2.75 0.12 2.8339.52 17.29 41.75 5.33 208.40 2.76 0.11 2.8039.13 17.33 40.34 5.58 210.21 2.78 0.11 2.6937.67 17.43 38.86 5.87 211.62 2.80 0.11 2.5736.04 17.47 36.99 6.23 212.87 2.83 0.11 2.4434.19 17.56 36.04 6.40 211.71 2.84 0.11 2.3633.09 17.61 35.15 6.53 210.18 2.85 0.11 2.3032.17 17.65 34.86 6.34 201.57 2.84 0.11 2.2731.81 17.75 34.80 5.97 188.61 2.81 0.11 2.2531.57 17.79 34.60 5.70 178.46 2.79 0.10 2.2431.32 17.89 34.30 5.72 176.58 2.79 0.10 2.2030.86 17.92 33.64 6.00 181.27 2.81 0.10 2.1630.19 18.06 32.86 6.30 184.02 2.83 0.10 2.0929.21 18.13 32.27 6.52 186.30 2.85 0.10 2.0428.56 18.18 31.94 6.65 187.26 2.86 0.10 2.0128.17 18.26 31.94 6.68 187.22 2.86 0.10 2.0028.03 18.32 31.67 6.76 187.37 2.87 0.10 1.9827.70 18.41 31.45 6.83 186.90 2.87 0.10 1.9527.35 18.45 31.02 6.94 186.71 2.88 0.10 1.9226.90 18.54 30.79 7.01 186.18 2.89 0.10 1.9026.55 18.59 30.72 7.03 185.81 2.89 0.10 1.8926.42 18.64 31.09 6.94 185.00 2.88 0.10 1.9026.67 18.72 32.10 6.66 182.92 2.86 0.10 1.9627.46 18.77 33.12 6.39 180.73 2.84 0.10 2.0228.28 18.84 33.97 6.17 178.56 2.82 0.10 2.0628.94 18.91 33.90 6.18 177.80 2.83 0.10 2.0528.76 19.01 33.61 6.25 177.27 2.83 0.10 2.0228.35 19.05 32.98 6.39 177.14 2.84 0.10 1.9827.73 19.10 32.06 6.58 176.56 2.86 0.10 1.9226.84 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 86 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 19.20 31.10 6.80 175.97 2.87 0.10 1.8525.86 19.24 30.02 7.07 175.95 2.89 0.10 1.7824.87 19.32 29.43 7.24 175.66 2.90 0.10 1.7324.25 19.38 28.94 7.36 174.83 2.91 0.10 1.7023.76 19.45 28.77 7.35 172.93 2.91 0.10 1.6823.52 19.51 28.47 7.39 171.21 2.91 0.10 1.6623.18 19.55 27.65 7.59 170.28 2.93 0.10 1.6022.43 19.65 26.83 7.71 166.73 2.93 0.09 1.5421.62 19.69 26.04 7.54 157.73 2.92 0.09 1.4920.91 19.79 25.65 7.30 149.61 2.91 0.09 1.4620.48 19.84 25.19 7.25 145.38 2.90 0.09 1.4320.05 19.88 24.31 7.71 148.60 2.93 0.09 1.3819.26 19.97 23.49 8.15 150.66 2.96 0.09 1.3218.50 20.02 22.44 8.70 152.95 3.00 0.09 1.2617.58 20.09 21.82 9.06 153.99 3.02 0.09 1.2117.00 20.19 21.23 9.41 154.51 3.04 0.09 1.1716.43 20.23 20.64 9.63 153.19 3.05 0.09 1.1415.91 20.38 19.95 9.92 151.12 3.06 0.09 1.0915.23 20.42 19.26 10.15 148.52 3.08 0.09 1.0514.63 20.50 18.77 10.31 146.22 3.08 0.09 1.0114.18 20.56 18.48 10.35 143.88 3.09 0.08 0.9913.90 20.61 18.05 10.46 141.39 3.09 0.08 0.9713.52 20.70 17.66 10.60 139.31 3.10 0.08 0.9413.14 20.75 17.16 10.71 136.26 3.11 0.08 0.9112.72 20.88 16.90 10.77 133.80 3.11 0.08 0.8912.42 20.89 16.71 10.69 131.12 3.10 0.08 0.8812.26 20.98 16.61 10.67 129.50 3.10 0.08 0.8712.14 21.00 16.48 10.60 127.42 3.10 0.08 0.8612.02 21.07 16.38 10.56 125.64 3.10 0.08 0.8511.90 21.16 16.25 10.56 124.08 3.10 0.08 0.8411.74 21.21 16.15 10.59 123.20 3.10 0.08 0.8311.64 21.26 16.02 10.66 122.68 3.10 0.08 0.8211.50 21.35 15.85 10.77 122.02 3.11 0.08 0.8111.33 21.39 15.66 10.88 121.39 3.11 0.08 0.8011.15 21.47 15.53 10.97 120.77 3.12 0.08 0.7911.01 21.53 15.50 10.99 120.36 3.12 0.08 0.7810.95 21.61 15.56 10.96 120.15 3.12 0.08 0.7810.96 21.67 15.63 10.97 120.52 3.12 0.08 0.7810.98 21.75 15.76 10.97 121.10 3.12 0.08 0.7911.04 21.80 15.89 10.97 121.87 3.12 0.08 0.7911.11 21.88 16.12 10.87 122.26 3.11 0.08 0.8011.25 21.94 16.38 10.73 122.41 3.11 0.08 0.8111.41 21.99 16.48 10.10 115.78 3.07 0.08 0.8211.46 22.08 16.45 9.07 103.26 3.02 0.08 0.8111.39 22.12 16.09 8.46 93.91 2.98 0.08 0.7911.10 22.22 15.83 8.58 93.15 2.99 0.08 0.7810.85 22.27 15.47 9.40 99.27 3.04 0.08 0.7510.56 22.31 15.31 9.82 102.27 3.06 0.08 0.7410.42 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 87 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 22.40 15.20 10.24 105.37 3.08 0.08 0.7410.29 22.46 15.26 10.57 109.02 3.10 0.08 0.7410.31 22.55 15.36 10.79 111.54 3.11 0.08 0.7410.34 22.64 15.41 10.93 112.89 3.12 0.08 0.7410.33 22.69 15.44 10.92 112.82 3.12 0.08 0.7410.33 22.74 15.51 10.86 112.49 3.11 0.08 0.7410.36 22.77 15.58 10.84 112.65 3.11 0.08 0.7410.39 22.88 15.61 10.90 113.00 3.11 0.08 0.7410.37 22.91 15.64 10.98 113.88 3.12 0.08 0.7410.37 22.97 15.64 11.12 115.05 3.13 0.08 0.7410.35 23.06 15.64 11.28 116.29 3.13 0.08 0.7410.31 23.11 15.71 11.42 118.02 3.14 0.08 0.7410.33 23.25 15.81 11.53 119.19 3.14 0.08 0.7410.34 23.28 15.97 11.54 120.43 3.15 0.08 0.7510.44 23.34 16.04 11.59 121.17 3.15 0.08 0.7510.46 23.43 16.04 11.69 121.69 3.15 0.08 0.7410.41 23.48 15.91 11.83 121.82 3.16 0.08 0.7410.30 23.52 15.74 11.91 121.03 3.16 0.08 0.7310.16 23.57 15.61 11.86 119.15 3.16 0.08 0.7210.05 23.64 15.55 11.71 116.74 3.15 0.08 0.719.97 23.71 15.25 11.74 114.25 3.15 0.08 0.709.73 23.80 14.93 11.88 112.47 3.16 0.08 0.689.46 23.84 14.60 12.09 111.50 3.17 0.08 0.669.22 23.89 14.53 12.14 111.10 3.17 0.08 0.659.15 23.98 14.53 12.16 110.86 3.17 0.08 0.659.11 24.03 14.66 12.07 110.91 3.17 0.08 0.669.19 24.09 14.90 11.93 111.21 3.16 0.08 0.679.32 24.17 15.19 11.75 111.58 3.16 0.08 0.689.49 24.22 15.49 11.60 112.30 3.15 0.08 0.699.68 24.30 15.75 11.49 112.86 3.14 0.08 0.709.82 24.35 15.95 11.44 113.73 3.14 0.08 0.719.94 24.44 16.04 11.46 114.23 3.14 0.08 0.719.97 24.49 16.05 11.56 115.01 3.15 0.08 0.719.95 24.58 16.01 11.69 115.56 3.15 0.08 0.719.88 24.63 15.95 11.83 116.18 3.16 0.08 0.709.82 24.67 15.82 11.78 114.40 3.16 0.08 0.699.71 24.77 15.72 11.61 111.51 3.15 0.08 0.699.61 24.81 15.62 11.39 108.42 3.14 0.08 0.689.52 24.91 15.62 11.32 107.30 3.13 0.08 0.689.48 24.95 15.55 11.40 107.34 3.14 0.08 0.679.42 25.05 15.46 11.58 107.93 3.15 0.08 0.679.32 25.09 14.80 12.37 109.69 3.18 0.08 0.638.87 25.14 14.94 12.51 111.86 3.19 0.08 0.648.94 25.23 15.14 12.60 113.87 3.19 0.08 0.659.04 25.27 15.89 12.01 114.35 3.17 0.08 0.689.52 25.36 15.96 11.95 113.86 3.16 0.08 0.689.53 25.41 16.06 11.79 112.90 3.16 0.08 0.689.58 25.46 16.26 11.60 112.41 3.15 0.08 0.699.69 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 88 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 25.54 16.49 11.43 112.07 3.14 0.08 0.709.81 25.60 16.65 10.85 107.31 3.11 0.08 0.719.89 25.67 16.55 10.22 100.12 3.08 0.08 0.709.79 25.73 16.42 10.02 97.02 3.07 0.08 0.699.68 25.79 16.33 10.30 98.86 3.08 0.08 0.699.60 25.87 16.53 10.89 105.57 3.11 0.08 0.699.70 25.97 16.30 11.48 109.20 3.14 0.08 0.689.51 25.99 16.79 11.65 114.35 3.15 0.08 0.709.82 26.06 17.42 11.62 118.45 3.15 0.08 0.7310.19 26.16 18.53 11.20 121.71 3.13 0.08 0.7810.87 26.20 18.99 11.21 124.87 3.13 0.08 0.8011.14 26.29 19.09 11.35 126.71 3.14 0.08 0.8011.16 26.33 19.09 11.53 128.46 3.14 0.08 0.8011.14 26.42 18.99 11.70 129.16 3.15 0.08 0.7911.04 26.47 18.99 11.78 129.79 3.16 0.08 0.7911.02 26.52 19.19 11.67 129.79 3.15 0.08 0.7911.12 26.61 19.55 11.45 129.52 3.14 0.08 0.8111.31 26.65 20.53 10.89 129.71 3.11 0.08 0.8511.91 26.74 21.58 10.41 130.40 3.09 0.09 0.8912.52 26.79 22.80 9.92 131.47 3.06 0.09 0.9513.25 26.84 23.58 9.66 132.52 3.05 0.09 0.9813.72 26.91 24.20 9.52 133.89 3.04 0.09 1.0014.07 26.98 24.34 9.61 135.62 3.05 0.09 1.0114.11 27.07 24.11 9.85 137.14 3.06 0.09 0.9913.92 27.12 23.33 10.32 138.38 3.08 0.09 0.9613.41 27.21 22.51 10.79 138.70 3.11 0.09 0.9212.86 27.25 21.36 11.28 136.89 3.13 0.09 0.8712.13 27.30 19.59 11.98 131.96 3.17 0.08 0.7911.02 27.44 17.79 12.84 126.58 3.20 0.08 0.709.86 27.49 16.35 13.69 122.72 3.24 0.08 0.648.96 27.52 15.82 14.01 120.93 3.25 0.08 0.628.63 27.58 15.46 14.10 118.36 3.26 0.08 0.608.40 27.63 14.88 14.45 115.94 3.27 0.08 0.578.02 27.73 14.65 14.59 114.63 3.28 0.08 0.567.86 27.77 14.55 14.77 114.94 3.28 0.08 0.567.78 27.84 15.01 14.39 115.73 3.27 0.08 0.578.04 27.91 15.41 14.09 116.28 3.26 0.08 0.598.25 27.96 15.83 13.68 116.20 3.24 0.08 0.618.49 28.05 16.10 13.44 115.90 3.23 0.08 0.628.62 28.10 16.10 13.48 115.98 3.23 0.08 0.618.60 28.20 16.00 13.64 116.08 3.24 0.08 0.618.51 28.24 15.94 13.75 116.34 3.24 0.08 0.608.46 28.32 16.10 13.62 116.23 3.24 0.08 0.618.53 28.37 16.36 13.38 116.09 3.23 0.08 0.628.67 28.45 16.82 13.10 116.81 3.22 0.08 0.648.92 28.56 17.51 12.76 118.50 3.20 0.08 0.669.28 28.65 18.14 12.52 120.44 3.19 0.08 0.699.62 28.69 18.56 12.34 121.61 3.18 0.08 0.709.85 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 89 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 28.74 18.53 12.42 121.91 3.19 0.08 0.709.81 28.81 18.46 12.55 122.34 3.19 0.08 0.709.75 28.88 18.63 12.59 123.64 3.19 0.08 0.709.82 28.97 19.06 12.46 125.02 3.19 0.08 0.7210.03 29.02 19.95 11.97 126.05 3.17 0.08 0.7510.53 29.11 20.70 11.54 126.15 3.15 0.08 0.7810.93 29.14 21.85 11.00 127.28 3.12 0.08 0.8311.57 29.25 22.76 10.67 128.57 3.10 0.09 0.8612.05 29.27 24.01 10.21 130.26 3.08 0.09 0.9112.76 29.34 24.83 9.95 131.33 3.07 0.09 0.9413.20 29.41 24.82 10.03 132.06 3.07 0.09 0.9413.16 29.48 23.67 10.63 132.52 3.10 0.09 0.8912.47 29.56 22.19 11.40 132.13 3.14 0.08 0.8311.59 29.62 21.31 11.87 131.38 3.16 0.08 0.7911.07 29.67 21.38 11.26 124.83 3.13 0.08 0.7911.09 29.75 21.97 10.23 116.46 3.08 0.08 0.8111.39 29.81 22.40 9.59 111.28 3.05 0.09 0.8311.61 29.89 22.07 9.94 113.23 3.06 0.08 0.8111.39 29.94 20.95 10.96 117.70 3.12 0.08 0.7710.74 29.99 18.79 12.70 120.81 3.20 0.08 0.689.51 30.07 17.72 13.86 123.20 3.25 0.08 0.638.89 30.13 17.43 14.34 124.94 3.27 0.08 0.628.71 30.22 18.32 13.61 124.87 3.24 0.08 0.669.17 30.27 18.46 13.47 124.33 3.23 0.08 0.669.23 30.32 18.06 13.68 123.04 3.24 0.08 0.648.99 30.42 17.60 13.92 121.18 3.25 0.08 0.628.71 30.46 16.95 14.18 118.22 3.26 0.08 0.608.34 30.54 16.16 14.61 115.11 3.28 0.08 0.567.88 30.59 15.34 15.05 111.61 3.29 0.08 0.537.42 30.68 14.72 15.33 108.12 3.31 0.08 0.507.05 30.77 14.49 15.18 104.84 3.30 0.08 0.496.90 30.82 14.33 15.02 102.24 3.29 0.08 0.496.81 30.86 14.23 14.87 100.29 3.29 0.08 0.486.74 30.92 13.97 14.81 97.56 3.29 0.08 0.476.59 31.00 13.71 14.82 95.18 3.29 0.08 0.466.42 31.04 13.57 14.76 93.61 3.28 0.08 0.456.34 31.14 13.54 14.71 92.76 3.28 0.08 0.456.31 31.19 13.61 14.45 91.44 3.27 0.08 0.456.33 31.28 13.68 14.22 90.22 3.26 0.08 0.456.34 31.32 13.74 14.08 89.65 3.26 0.08 0.456.37 31.37 13.71 14.20 90.05 3.26 0.08 0.456.34 31.46 13.55 14.50 90.38 3.27 0.08 0.456.24 31.50 13.25 14.87 90.27 3.29 0.08 0.436.07 31.60 13.02 15.14 89.73 3.30 0.08 0.425.93 31.65 12.83 15.36 89.30 3.31 0.08 0.425.81 31.69 12.86 15.32 89.18 3.31 0.08 0.425.82 31.78 12.89 15.30 89.07 3.30 0.08 0.425.82 31.83 12.96 15.24 89.10 3.30 0.08 0.425.85 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 90 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 31.92 12.96 15.33 89.37 3.31 0.08 0.425.83 31.97 13.03 15.19 88.94 3.30 0.08 0.425.85 32.02 13.39 14.23 85.82 3.26 0.08 0.436.03 32.11 13.95 13.34 84.18 3.23 0.08 0.456.31 32.15 15.33 12.36 86.76 3.18 0.08 0.507.02 32.24 16.74 12.01 92.91 3.17 0.08 0.557.74 32.28 18.38 11.65 99.92 3.15 0.08 0.618.58 32.36 20.11 11.13 105.33 3.13 0.08 0.689.46 32.44 21.66 10.79 110.49 3.11 0.08 0.7310.24 32.48 23.17 10.48 115.37 3.09 0.08 0.7911.01 32.58 23.96 10.52 119.66 3.09 0.09 0.8111.38 32.62 25.60 10.14 123.77 3.08 0.09 0.8712.21 32.71 27.21 9.68 125.84 3.05 0.09 0.9313.00 32.76 29.70 8.95 127.63 3.01 0.09 1.0214.26 32.85 31.56 8.50 128.93 2.98 0.09 1.0815.17 32.90 33.98 8.02 131.39 2.95 0.09 1.1716.38 32.99 35.68 7.75 133.25 2.94 0.10 1.2317.20 33.02 38.07 7.35 135.26 2.91 0.10 1.3118.40 33.09 40.12 7.04 136.51 2.89 0.10 1.3919.40 33.16 41.16 6.98 138.73 2.88 0.10 1.4219.88 33.26 39.94 7.37 141.49 2.91 0.10 1.3719.20 33.31 37.71 7.97 143.70 2.95 0.10 1.2918.04 33.36 35.67 8.49 144.27 2.98 0.10 1.2116.99 33.41 35.38 8.47 142.40 2.98 0.09 1.2016.81 33.50 36.25 8.14 139.97 2.96 0.10 1.2317.20 33.53 40.88 6.90 134.59 2.88 0.10 1.3919.50 33.63 47.25 5.65 127.88 2.78 0.11 1.6222.62 33.68 53.87 4.60 121.41 2.69 0.11 1.8526.40 33.73 57.99 4.08 117.63 2.64 0.11 1.9928.81 33.82 60.77 3.79 115.23 2.60 0.11 2.0930.40 33.88 65.92 3.36 112.15 2.55 0.11 0.7633.42 34.01 70.71 3.03 109.57 2.51 0.12 0.7836.18 34.05 74.97 2.77 107.25 2.47 0.12 0.7838.74 34.09 78.03 2.57 104.38 2.44 0.12 0.7840.65 34.15 81.93 2.34 100.95 2.39 0.13 0.7843.13 34.19 87.74 2.07 97.20 2.34 0.13 0.7946.86 34.29 91.77 1.92 94.87 2.30 0.14 0.8049.41 34.33 95.94 1.78 92.85 2.26 0.13 0.7952.17 34.38 99.85 1.66 91.17 2.22 0.13 0.8054.79 34.46 104.71 1.55 90.16 2.17 0.14 0.8058.06 34.52 108.87 1.48 90.02 2.14 0.14 0.8060.90 34.60 110.54 1.45 89.97 2.12 0.14 0.8061.96 34.65 106.34 1.51 89.09 2.15 0.14 0.8159.01 34.83 99.91 1.63 88.46 2.20 0.13 0.7954.39 34.84 92.36 1.83 90.37 2.27 0.13 0.7949.30 34.88 87.93 2.02 93.55 2.33 0.13 0.7946.21 34.93 81.37 2.39 99.84 2.40 0.13 0.7941.78 35.00 76.09 2.78 106.29 2.47 0.12 0.7738.23 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 91 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 35.07 71.98 3.15 112.00 2.52 0.12 0.7735.53 35.12 67.52 3.57 117.03 2.58 0.12 0.7732.76 35.19 60.53 4.33 123.61 2.66 0.11 1.9928.56 35.25 51.05 5.70 132.80 2.79 0.11 1.6623.30 35.34 44.78 6.86 138.87 2.88 0.10 1.4520.26 35.39 40.06 7.89 141.89 2.95 0.10 1.2817.99 35.44 36.94 8.48 139.76 2.98 0.10 1.1816.48 35.52 33.82 9.12 136.51 3.02 0.09 1.0714.97 35.57 29.30 10.31 132.07 3.08 0.09 0.9212.81 35.67 25.92 11.49 128.49 3.14 0.08 0.8011.19 35.71 23.43 12.38 123.86 3.18 0.08 0.7110.01 35.80 23.34 12.07 119.94 3.17 0.08 0.719.93 35.85 22.95 11.92 116.02 3.16 0.08 0.709.74 35.90 21.77 12.44 114.03 3.19 0.08 0.659.17 35.99 20.78 13.02 113.12 3.21 0.08 0.628.69 36.03 20.03 13.65 113.61 3.24 0.08 0.598.32 36.18 20.12 13.76 114.65 3.24 0.08 0.608.33 36.27 20.52 13.69 116.26 3.24 0.08 0.618.49 36.30 21.77 13.38 121.21 3.23 0.08 0.659.06 36.41 23.01 13.17 126.42 3.22 0.08 0.699.60 36.45 24.39 12.94 132.29 3.21 0.08 0.7310.23 36.49 25.74 12.64 136.87 3.20 0.08 0.7710.83 36.56 27.61 12.05 140.63 3.17 0.09 0.8311.67 36.63 29.65 11.40 143.28 3.14 0.09 0.9012.57 36.69 31.15 11.10 146.92 3.12 0.09 0.9513.24 36.77 31.81 11.20 151.25 3.13 0.09 0.9613.50 36.82 31.45 11.68 155.62 3.15 0.09 0.9513.32 36.93 31.37 11.83 156.69 3.16 0.09 0.9513.24 36.96 31.14 11.99 157.40 3.17 0.09 0.9413.12 37.02 31.64 11.84 157.78 3.16 0.09 0.9513.33 37.07 30.74 12.33 158.95 3.18 0.09 0.9212.90 37.16 28.17 13.57 158.89 3.24 0.09 0.8411.71 37.25 24.88 15.40 157.02 3.31 0.08 0.7310.19 37.29 21.75 17.39 152.63 3.38 0.08 0.638.78 37.35 19.89 18.38 145.65 3.41 0.08 0.577.92 37.43 17.89 19.71 138.11 3.45 0.08 0.507.01 37.48 16.28 20.39 128.03 3.47 0.08 0.456.28 37.57 14.87 20.67 116.48 3.48 0.08 0.405.63 37.66 14.06 19.98 104.99 3.46 0.08 0.385.26 37.69 13.43 19.37 96.35 3.44 0.07 0.364.97 37.76 13.11 19.11 92.11 3.43 0.07 0.344.82 37.80 12.84 18.41 86.44 3.41 0.07 0.344.70 37.90 12.72 17.63 81.55 3.39 0.07 0.334.63 37.98 12.72 16.69 77.00 3.35 0.07 0.334.61 38.03 12.79 16.20 75.13 3.34 0.07 0.334.64 38.08 12.85 16.02 74.64 3.33 0.07 0.334.66 38.12 13.02 15.85 74.90 3.32 0.07 0.344.73 38.22 13.15 15.96 76.13 3.33 0.07 0.344.77 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 92 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 38.26 13.28 16.32 78.67 3.34 0.07 0.344.82 38.36 13.35 16.67 80.66 3.35 0.07 0.354.84 38.41 13.31 16.92 81.51 3.36 0.07 0.344.82 38.51 13.25 16.85 80.44 3.36 0.07 0.344.77 38.54 13.08 16.88 79.28 3.36 0.07 0.344.70 38.59 12.82 16.97 77.69 3.36 0.07 0.334.58 38.65 12.43 17.20 75.67 3.37 0.07 0.314.40 38.72 12.07 17.44 73.78 3.38 0.07 0.304.23 38.81 11.87 17.49 72.32 3.38 0.07 0.304.14 38.86 11.90 16.86 69.89 3.36 0.07 0.304.14 39.00 12.00 16.16 67.43 3.34 0.07 0.304.17 39.01 12.10 15.73 66.27 3.32 0.07 0.304.21 39.05 12.24 15.97 68.14 3.33 0.07 0.304.27 39.13 12.37 16.35 70.48 3.34 0.07 0.314.31 39.19 12.07 17.34 72.45 3.38 0.07 0.304.18 39.24 12.37 17.30 74.36 3.38 0.07 0.314.30 39.37 12.67 17.28 76.21 3.37 0.07 0.324.41 39.41 13.39 16.42 77.41 3.35 0.07 0.344.71 39.46 13.52 16.14 76.90 3.34 0.07 0.344.76 39.51 13.56 15.42 73.58 3.31 0.07 0.344.77 39.60 13.46 14.93 70.43 3.29 0.07 0.344.72 39.65 13.17 14.82 67.96 3.29 0.07 0.334.59 39.73 12.80 15.36 67.93 3.31 0.07 0.324.42 39.79 12.51 15.76 67.64 3.32 0.07 0.314.29 39.87 12.28 16.05 67.18 3.33 0.07 0.304.19 39.92 12.19 16.13 66.76 3.33 0.07 0.304.14 39.97 12.15 16.24 66.89 3.34 0.07 0.294.12 40.05 12.16 16.45 67.67 3.35 0.07 0.294.11 40.10 12.40 16.37 68.89 3.34 0.07 0.304.21 40.19 12.64 16.16 69.49 3.34 0.07 0.314.30 40.24 12.84 15.78 69.08 3.32 0.07 0.314.38 40.33 12.81 15.58 67.79 3.31 0.07 0.314.35 40.38 12.58 15.56 66.15 3.31 0.07 0.304.25 40.44 12.32 15.74 65.06 3.32 0.07 0.304.13 40.52 12.05 16.05 64.45 3.33 0.07 0.294.02 40.55 11.99 16.06 63.99 3.33 0.07 0.283.98 40.66 11.99 15.91 63.22 3.33 0.07 0.283.97 40.71 12.02 15.65 62.31 3.32 0.07 0.283.98 40.79 12.06 15.51 61.84 3.31 0.07 0.283.99 40.84 12.09 15.43 61.65 3.31 0.07 0.294.00 40.88 12.09 15.44 61.63 3.31 0.07 0.293.99 40.98 12.10 15.53 61.82 3.31 0.07 0.283.98 41.02 12.13 15.73 62.77 3.32 0.07 0.293.99 41.11 12.17 16.02 64.01 3.33 0.07 0.293.99 41.16 12.33 16.14 65.49 3.34 0.07 0.294.06 41.21 12.62 16.12 67.28 3.33 0.07 0.304.17 41.30 13.02 16.00 69.16 3.33 0.07 0.314.32 41.35 13.35 16.12 71.80 3.33 0.07 0.324.45 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 93 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 41.43 13.55 16.32 73.84 3.34 0.07 0.324.52 41.48 13.75 16.40 75.41 3.34 0.07 0.334.60 41.55 14.07 16.03 75.70 3.33 0.07 0.344.72 41.62 14.41 15.51 75.19 3.31 0.08 0.354.85 41.67 14.64 14.98 73.94 3.29 0.08 0.354.94 41.76 14.57 14.79 72.44 3.29 0.08 0.354.90 41.81 14.21 14.88 70.59 3.29 0.07 0.344.74 41.90 13.79 15.13 69.00 3.30 0.07 0.334.56 41.94 13.33 15.24 66.64 3.30 0.07 0.314.37 42.03 13.07 14.69 62.52 3.28 0.07 0.304.26 42.08 12.71 13.92 57.17 3.25 0.07 0.294.11 42.17 12.38 13.42 53.21 3.23 0.07 0.283.97 42.22 11.99 14.27 54.28 3.26 0.07 0.273.80 42.31 11.76 15.60 57.78 3.32 0.07 0.263.70 42.36 11.07 17.96 61.46 3.40 0.07 0.243.42 42.41 11.23 18.34 63.86 3.41 0.07 0.253.48 42.46 11.65 18.41 67.13 3.41 0.07 0.263.65 42.55 12.70 17.32 70.22 3.38 0.07 0.294.05 42.60 13.09 17.45 73.34 3.38 0.07 0.304.20 42.66 13.25 17.60 74.96 3.39 0.07 0.304.26 42.74 13.52 17.42 75.88 3.38 0.07 0.314.36 42.83 13.74 17.17 76.17 3.37 0.07 0.324.44 42.87 13.91 16.99 76.38 3.37 0.07 0.324.49 42.92 13.81 17.17 76.43 3.37 0.07 0.324.45 43.01 13.62 17.42 76.02 3.38 0.07 0.314.36 43.06 13.49 17.35 74.75 3.38 0.07 0.314.31 43.15 13.42 17.09 73.02 3.37 0.07 0.314.27 43.20 13.43 16.85 71.89 3.36 0.07 0.304.27 43.24 13.36 16.90 71.61 3.36 0.07 0.304.24 43.34 13.30 17.10 71.85 3.37 0.07 0.304.20 43.38 13.63 16.92 73.17 3.36 0.07 0.314.32 43.52 14.16 16.49 74.43 3.35 0.07 0.324.51 43.54 14.78 15.93 75.75 3.33 0.08 0.344.75 43.61 15.17 15.47 75.80 3.31 0.08 0.354.90 43.64 15.31 15.33 75.86 3.31 0.08 0.354.95 43.75 15.37 15.27 75.73 3.30 0.08 0.354.96 43.79 15.24 15.47 75.87 3.31 0.08 0.354.90 43.84 15.21 15.73 76.84 3.32 0.08 0.354.89 43.94 15.18 16.08 78.15 3.33 0.08 0.354.86 43.98 15.12 16.46 79.49 3.35 0.08 0.344.83 44.07 15.05 16.63 79.71 3.35 0.08 0.344.79 44.13 14.92 16.81 79.62 3.36 0.08 0.344.74 44.16 14.79 16.95 79.39 3.36 0.07 0.334.68 44.23 14.66 17.16 79.35 3.37 0.07 0.334.62 44.30 14.60 17.28 79.32 3.37 0.07 0.334.59 44.38 14.67 17.20 79.25 3.37 0.07 0.334.61 44.44 14.77 17.06 79.15 3.37 0.07 0.334.64 44.49 14.96 16.73 78.77 3.36 0.07 0.344.71 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 94 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 44.58 15.13 16.44 78.26 3.35 0.08 0.344.76 44.62 15.23 16.21 77.68 3.34 0.08 0.344.79 44.72 15.23 16.24 77.63 3.34 0.08 0.344.78 44.76 15.20 15.60 74.33 3.32 0.08 0.344.76 44.85 15.20 14.68 69.79 3.28 0.08 0.344.75 44.89 15.33 14.12 67.76 3.26 0.08 0.344.80 44.95 15.63 15.27 74.90 3.30 0.08 0.354.90 45.04 16.42 16.12 83.65 3.33 0.08 0.375.19 45.09 18.96 14.50 89.04 3.27 0.08 0.446.14 45.18 22.22 12.02 88.36 3.17 0.08 0.537.35 45.22 24.63 10.25 84.52 3.08 0.08 0.598.25 45.30 24.40 9.99 81.41 3.07 0.08 0.588.15 45.36 22.63 10.71 80.01 3.10 0.08 0.537.47 45.43 20.60 12.04 80.71 3.17 0.08 0.486.70 45.50 19.09 13.24 81.12 3.22 0.08 0.446.13 45.54 18.05 14.19 81.31 3.26 0.08 0.415.73 45.64 17.69 14.55 81.26 3.28 0.08 0.405.58 45.68 17.82 14.47 81.42 3.27 0.08 0.405.63 45.78 18.61 13.82 81.63 3.25 0.08 0.425.91 45.83 19.60 13.07 81.89 3.21 0.08 0.456.27 45.87 21.21 11.84 81.16 3.16 0.08 0.496.86 45.96 22.65 10.86 80.10 3.11 0.08 0.537.38 46.01 24.26 9.89 78.75 3.06 0.08 0.577.96 46.10 24.89 9.57 78.20 3.04 0.08 0.588.17 46.15 24.96 9.55 78.21 3.04 0.08 0.598.19 46.24 24.53 9.83 78.84 3.06 0.08 0.578.02 46.28 24.07 10.20 79.94 3.08 0.08 0.567.84 46.33 23.19 10.95 82.19 3.12 0.08 0.547.51 46.42 22.01 11.85 83.62 3.16 0.08 0.507.06 46.47 20.77 12.61 83.20 3.19 0.08 0.476.60 46.56 20.21 12.61 80.43 3.19 0.08 0.466.38 46.60 20.02 12.48 78.65 3.19 0.08 0.456.30 46.70 20.19 12.57 79.78 3.19 0.08 0.456.35 46.74 20.48 13.03 84.08 3.21 0.08 0.466.45 46.79 22.03 12.89 90.29 3.21 0.08 0.507.00 46.93 24.40 12.11 94.89 3.17 0.08 0.567.84 46.96 28.90 10.45 98.86 3.09 0.08 0.689.46 47.02 33.33 9.17 101.28 3.02 0.09 0.7911.05 47.07 38.39 8.20 105.50 2.96 0.09 0.9212.86 47.16 41.27 7.88 109.27 2.94 0.10 0.9913.88 47.20 43.03 7.77 112.68 2.94 0.10 1.0414.50 47.25 43.20 7.95 115.58 2.95 0.10 1.0414.54 47.35 43.25 8.13 118.07 2.96 0.10 1.0414.53 47.39 43.11 8.33 120.46 2.97 0.10 1.0314.46 47.48 43.91 8.18 120.30 2.96 0.10 1.0514.71 47.53 44.78 7.79 116.96 2.94 0.10 1.0715.01 47.59 43.28 7.66 110.74 2.93 0.10 1.0314.45 47.64 37.20 8.38 102.84 2.98 0.09 0.8812.26 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 95 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth Kcqt (tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 47.77 30.25 9.82 95.83 3.06 0.08 0.709.76 47.82 25.10 11.44 90.64 3.14 0.08 0.577.92 47.86 23.01 12.53 89.81 3.19 0.08 0.517.17 47.91 22.31 13.35 92.29 3.23 0.08 0.496.91 47.99 20.87 15.39 98.30 3.31 0.08 0.466.39 48.05 21.43 16.15 106.23 3.34 0.08 0.476.58 48.13 24.24 14.85 112.25 3.29 0.08 0.547.56 48.19 29.36 12.29 114.92 3.18 0.09 0.679.35 48.23 33.13 10.74 114.61 3.11 0.09 0.7610.67 48.33 33.67 10.57 114.52 3.10 0.09 0.7710.84 48.37 32.42 11.08 115.06 3.12 0.09 0.7410.39 48.46 30.68 11.88 115.91 3.16 0.09 0.709.75 48.52 29.34 12.64 117.14 3.20 0.08 0.669.27 48.56 29.64 12.73 119.26 3.20 0.08 0.679.37 48.65 31.77 12.00 121.06 3.17 0.09 0.7210.09 48.70 36.23 10.66 124.02 3.10 0.09 0.8311.64 48.84 40.53 9.62 125.99 3.05 0.09 0.9413.09 48.87 43.67 9.07 128.53 3.02 0.10 1.0114.17 48.89 44.98 8.95 130.82 3.01 0.10 1.0414.62 48.97 45.76 8.91 132.42 3.01 0.10 1.0614.86 49.02 47.39 8.52 131.31 2.98 0.10 1.1015.41 49.11 49.69 7.84 126.84 2.94 0.10 1.1616.18 49.15 59.28 5.88 114.50 2.80 0.10 1.3919.47 49.24 73.97 4.02 99.50 2.63 0.12 1.7524.72 49.29 91.92 2.53 84.67 2.43 0.13 0.7833.47 49.38 103.54 1.97 77.86 2.31 0.13 0.7939.49 49.43 107.23 1.80 74.92 2.26 0.13 0.7941.65 49.48 97.00 2.05 74.92 2.33 0.13 0.7936.58 49.57 82.38 2.64 77.68 2.45 0.11 0.7629.45 49.62 58.52 4.28 81.40 2.66 0.11 1.3619.01 49.75 43.22 6.01 82.62 2.81 0.08 0.9813.74 49.80 30.60 8.56 80.70 2.99 0.09 0.679.42 49.85 28.14 9.21 79.01 3.02 0.08 0.618.58 49.88 25.32 10.04 76.40 3.07 0.08 0.547.61 49.94 23.20 9.25 63.65 3.03 0.08 0.496.88 50.03 21.90 7.40 47.59 2.91 0.08 0.466.43 50.07 22.12 1.00 6.50 -1.00 0.02 0.626.50 50.16 20.60 1.00 5.98 -1.00 0.02 0.625.98 50.29 18.69 1.00 5.33 -1.00 0.02 0.625.33 50.32 16.28 1.00 4.51 -1.00 0.02 0.624.51 50.35 15.64 1.00 4.29 -1.00 0.02 0.624.29 qt: Kc: Qtn,cs: Ic: Su(liq)/σ'v: Su(peak)/σ'v: Cone resistance correction factor due to fines Adjusted and corrected cone resistance due to fines Soil behavior type index Calculated liquefied undrained strength ratio Calculated peak undrained strength ratio Abbreviations CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software - Report created on: 10/9/2025, 5:49:50 PM 96 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 Total cone resistance qt (tsf) 150100500 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Total cone resistance Custom Vs data Vs (ft/s) 0 De p t h ( f t ) 0 Custom Vs data Rigidity Index K*G 0 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Rigidity Index Deposit resistance factor K(DR) 1 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Deposit resistance factor Cyclic resistance ratio CRR 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cyclic resistance ratio Aging Calculation Estimation CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 97 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq This software is licensed to: BSK Associates CPT name: SCPT-3 Corrected norm. cone resistance Qtn,cs 2001000 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Corrected norm. cone resistance SBTn Index Plot Ic (Robertson 1990) 4321 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Index Plot zA zBzA B H1 FS plot Factor of safety 21.510.50 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS plot Stresses vs Depth Stresses (tsf) 3210 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 σvo (EQ ) uo (EQ ) EQ u Stresses vs Depth Excess Head hexc (ft) 6040200 De p t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 hexc σ'v o=0 hA Excess Head Liq. ejecta demand LD (ton/ft) 40200 De p t h ( f t ) 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 LD: 0.04 C R: 44.54 Liq. ejecta demand Ejecta severity N/A Ejecta Severity Estimation CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 98 Project file: C:\Users\yxu\BSK Associates\BSK Documents - BFLD Projects Active\GEO\G25000898-Freudenberg-Nok Solar Project\Data - Temporary\Liquefaction Analyses\CPT\Freudenberg CPT liq analysis.clq Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER flowchart1: 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 99 Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER flowchart1: 1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 100 Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 101 Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 102 Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 103 Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation with SPT or CPT Design earthquake Ground geometry SPT data with finescontent measurementsor CPT data Moment magnitude of earthquake (Mw) and peak surface acceleration (amax) Geometric parameters for each of different zones in level (or gently sloping) ground with (or without) a free face Liquefaction potential analysis to calculate FS, (N1)60cs or (qc1N )cs (using the NCEER SPT- CPT-based method (Youd et al. 2001)) Calculation of the lateral displacement index (using Figure 1 and Equation [3]) Zones with three major geometric parameters or less - free face height (H), the distance to a free face (L), or/and slope (S) Zones with more than three major geometric parameters L/Hor/andS Estimated lateral displacement, LD For gently sloping ground without a free face, LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%) For level ground with a free face, LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40) Evaluation of lateral displacements based on other approaches and engineering If (N1)60cs < 14 or (qc1N )cs < 70 evaluate potential of flow liquefaction 1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1 1 Equation [3] CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 104 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 105 Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS. LPI = where: FL = 1 - F.S. when F.S. less than 1 FL = 0 when F.S. greater than 1 z depth of measurment in meters Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI: ⦁LPI = 0 : Liquefaction risk is very low ⦁0 < LPI <= 5 : Liquefaction risk is low ⦁5 < LPI <= 15 : Liquefaction risk is high ⦁LPI > 15 : Liquefaction risk is very high CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 106 Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017): ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is: where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL). CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 107 References ⦁Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8. ⦁Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641-652 ⦁Boulanger, R.W. and Idriss, I. M., 2014. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁Robertson, P.K. and Cabal, K.L., 2007, Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/ ⦁Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151-8. ⦁Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August. ⦁Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes, M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817-833 ⦁Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168-1180 ⦁Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861-871 ⦁Pradel, D., 1998, Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368 ⦁Iwasaki, T., 1986, Soil liquefaction studies in Japan: state-of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70 ⦁Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction-induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94–104 ⦁P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355 ⦁P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS-Tokyo, June 2009 ⦁Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS,Symposium in honor of professor I. M. Idriss,SAN diego, CA ⦁R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 8, August 1, 2006 ⦁I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12 ⦁Jonathan D. Bray &Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction-induced building settlement,Proceedings of the 19th International Conference CLiq v.3.5.3.15 - CPT Liquefaction Assessment Software 108