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GEOTECHNICAL BORING LOG B-8 <br />Project No.603284-001 <br /> Project Oranqewood Real Property, LLC <br />Drilling Co.Martini Drilling Corporation <br />Drilling Method Hollow Stem Auqer - 140Ib - Autohammer - 30" Drop <br />Location 1901 and 1919 Fairview Street (see Geotechnical Map, Figure 2) <br />Date Drilled 10-3-11 <br />Logged By JR <br />Hole Diameter 6" <br />Ground Elevation 101' <br />Sampled By JR <br />ai 1% 1 <br />0 0, <br />Z f.•C <br />2 *2 <br />eu &0- <br />0 E m€= <br />N S <br />0 <br />C- <br />8& <br />e <br />2K <br />22 <br />OC <br />=O <br />Ui-7 SOIL DESCRIPTION <br />00 <br />Rd This Soil Description applies only to a location of the exploration at <br />16 the time of sampling. Subsurface conditions may differ at other <br />35 locations and may change with time. The description is a <br />8- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual. <br />0 <br />100- <br />0 <br />ML <br />R1 8 105 3 SM <br />12 <br />Artificial Fill: Undocumented (Afuj: <br />3-inches AC over SANDY SIL I (ML), dark brown, moist, <br />fine-grained <br />SILTY SAND (SM), medium dense, brown, fine-grained, <br />5-R2 1 2 108 I 3 <br />395-3 <br />_ _ micaceous <br />0Wiernary voune fluvial deposits (Ovf):SAND (SP), medium dense, light brown, fine-grained to <br />coarse-grained sand, dry, moderately well graded <br />SP-SM SAND with SILT (SP-SM), loose, light gray brown, fine-grained, <br />micaceous <br />R) 1 4 98 2 SP <br />10 SAND (SP), medium dense, light brown, dry, fine-grained to <br />coarse-grained sand with trace fine rounded gravel, well graded, <br />unconsolidated -90- <br />15- <br />85- <br />20- <br />80- <br />25- <br />75- <br />in- <br />Total Depth =11.5 ft. bgs <br />Installed 2-inch diameter .020 slotted PVC easing, backfilled <br />annulus with all purpose washed ASTM C-33 graded, angular <br />gravel <br />Saturated boring upon completion ofdrilling <br />Well removed and boring backfilled on October 4,2011 <br />SAMPIft'TYPES: <br />B BULK SAMPLE <br />C CORE SAMPLE <br />G GRAB SAMPLE <br />R RING SAMPLE <br />S SPLIT SPOON SAMPLE <br />T TUBE SAMPLE <br />TYPE OF TESTS: <br />-200 % FINES PASSING [ <br />AL ATTERBERG LIMITS 1 <br />CN CONSOLIDATION I <br />CO COLLAPSE I <br />CR CORROSION I <br />CU UNDRAINED TRIAXIAL I <br />)S DIRECT SHEAR SA <br />7 EXPANSION INDEX SE <br />1 HYDROMETER SG <br />AD MAXIMUM DENSITY UC <br />'P POCKET PENETROMETER <br />M R VALUE <br />SIEVE ANALYSIS <br />SAND EQUIVALENT <br />SPECIFIC GRAVITY <br />UNCONFINED COMPRESSIVE STRENGTH <br />... This log is a part of a report by Leighton and should not be used as a stand-alone document. ***Page 1 0 <br />SL Rvcd 2019.01.21 <br />Elevation