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GEOTECHNICAL BORING LOG B-9 <br />Project No.603284-001 <br />Project Orangewood Real Property, LLC <br />Drilling Co.Martini Drilling Corporation <br />Drilling Method Hollow Stem Auger - 140Ib - Autohammer - 30" Drop <br />Location 1901 and 1919 Fairview Street (see Geotechnical Map, Figure 2) <br />C Ci <br />0 0 Z <br />Date Drilled 10-3-11 <br />Logged By JR <br />Hole Diameter 6" <br />Ground Elevation 101' <br />Sampled By JR <br />3 0U <br />0 E Etom <br />a. O <br />N S <br />ui-SOIL DESCRIPTION <br />BE 6 This Soil Description applies only to a location of the exploration at <br /> Hu; the time of sampling. Subsurface conditions may differ at other20 'BS locations andmay change with time Thedesctiptionis a0 (n- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual. <br />0 <br />100- <br />Rl 1 5 98 9 ML <br />8 <br />9 <br />Artificial Fill: Undocumented (Aful:7 4-mches AC over 4-inches SANDY GRAVEL (GP), fine-grained / <br />\ - 19 EousE-grainid-talyly-makil [in& molm®tgravEL ---J <br />@2': SANDY S[LT (ML), stiff, light brown, moist, fine-grained, <br />micaceous <br />5- <br />95-18 3 96 10 SP <br />6 <br />9 <br />10- <br />90- <br />15- <br />85- <br />20- <br />80- <br />25- <br />75- <br />Ouaternarv voung fluvial deposits (Ovil: <br />@5': SAND (SP), loose, light brown, dry, fine-6rained tocoarse-grained sand, moderately wei[ graded, unconsolidated - <br />Total Depth = 6.5 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 of drilling and logging <br />Well removed and boring backfilled on October 4,2011 <br />SAMPLE 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 CONSOLIDATION <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