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GEOTECHNICAL BORING LOG B-6 <br />Project No.603284-001 <br />Project Oranqewood Real Property, LLC 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 100' <br />Sampled By JR <br />0 <br />DLL LL <br />N S <br />70- 30 <br />65- 35- <br />60- 40- <br />55- 45- <br />50- 50- <br />45- 55- <br />Graphic sap,11!UV ON aldules <br />SOIL DESCRIPTION <br />..C U,C . M <br />2 %13 ad This Soil Description applies only to a location of the exploration at <br />0 0 -54 the time of sampling. Subsurface conditions may differ at otherE'f 2 :; /ocations and may change with time. The description is a <br />0 (n- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual. <br />Total Depth = 30 ft. bgs <br />Perched broundwater encountered at 25 5' <br />Boring backfilled with soil cuttings and capped with AC cold patch <br />upon completion of drilling and logging <br />S-Pt|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 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 />MD MAXIMUM DENSITY U <br />'P POCKET PENETROMETER <br />rV R VALUE <br />A SIEVE ANALYSIS <br />E SAND EQUIVALENT <br />G SPECIFIC GRAVITY <br />C UNCONFINED COMPRESSIVE STRENGTH <br />S <br />& <br />..* This log is a part of a report by Leighton and should not be used as a stand-alone document. ***Page 2 of 2 <br />SL Rvcd 2019.01.21