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GEOTECHNICAL BORING LOG B-9 <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 />O Z m.c0= <br />91 Eg E 11 Jf <br />O 5 E Ats <br />Ul <br />C- <br />N O <br />O a. <br />eal <br />£2 <br />0C <br />=O <br />SOIL DESCRIPTION <br />00 <br />26 This Soil Description applies only to a location of the exploration at <br />-t,6 the time of sampling. Subsurface conditions may differ at other <br />55 locations and may change with time. The description is a <br />D- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual, <br />0 <br />100- <br />N S <br />RI 5 98 9 ML <br />8 <br />9 <br />Artificial Fill: Undocumented (Afu): <br />7 4-inches AC over 4-inches SANDY GRAVEL (GP), fine-grained 1 - <br />1 - to £9Ess-grained sandimatrix, fine, rounded-25'El- - - _ J <br />-------- <br />@2': SANDY SILT (ML), stiff, light brown, moist, fine-grained, <br />micaceous <br />5- <br />96 I095-SP <br />6 <br />9 <br />10- <br />90- <br />15- <br />85- <br />20- <br />80- <br />25- <br />75- <br />Ouaternan' Young fluvial deposits (Ovn: <br />(051: SAND (SP), loose, light brown, dry, fine-Brained to <br /> coarse-grained sand, moderately wei[ gradea, unconsolidated - <br />Total Depth = 6.5 ft. bgs <br />Installed 2-inch diameter .020 slotted PVC casing, backfilled <br />annulus with all purpose washed ASTM C-33 graded, angular <br />gravel <br />Saturated Boring upon completion of drilling and logging <br />Well removed and boring backfilled on October 4,2011 <br />SAMPIITYPES: <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 I <br />CN CONSOLIDATION I <br />CO COLLAPSE I <br />CR CORROSION I <br />CU UNDRAINED TRIAXIAL I <br />)S DIRECT SHEAR S <br />El EXPANSION INDEX S <br />1 HYDROMETER S <br />VD MAXIMUM DENSITY U <br />'P POCKET PENETROMETER <br />ZV R VALUE <br />A SIEVE ANALYSIS <br />E SAND EQUIVALENT <br />G SPECIFIC GRAVITY <br />C 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