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GEOTECHNICAL BORING LOG B-8 <br />Project No.603284-001 <br />Project Orangewood 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 />9 81 2%3 2 2% <br />CD <br />W 0 <br />N S <br />Ele t on seprl:!UV iN eldules SMOIg <br />SOIL DESCRIPTION <br />00 <br />Rd This Soil Description applies only to a location of the exploration at <br />u-4 the time of sampling. Subsurface conditions may differ at other <br />-55 locations and may change with time. The description is a <br />0- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual. <br />0 <br />100- <br />ML <br />Rl 1 8 105 3 SM <br />..m=Artificial Fill; Undocumented (Aful <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 />- _mjcaceous <br />Quaternary young nuviaTWAWs-76-vo: <br />SAND (SP), medium dense, light brown, line-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 />0 / 2 108 I 3 <br />95-3 <br />3 <br />10 <br />SAND (SID, medium dense, light brown, drv, fine-grained tocoarse-grained sand with trace fine rounded gravel, well graded, <br />unconsolidated - <br />15- <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, 201 1 <br />20- <br /> 80 <br />25- <br />75- <br />SAMPL <br />R3 4 98 2 SP <br />7 <br />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 <br />CN CONSOLIDAnON <br />CO COLLAPSE <br />CR CORROSION <br />CU UNDRAINED TRIAXIAL <br />DS DIRECT SHEAR S <br />El EXPANSION INDEX S <br />H HYDROMETER S <br />MD MAXIMUM DENSITY U <br />PP POCKET PENETROMETER <br />RV 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