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GEOTECHNICAL BORING LOG B-7 <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 />Locauon 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 />E @' mat Vi-7 SOIL DESCRIPTION <br />0 <br />N S <br />1=4101Elev Depth Graphic ;epn:1!uv N elduies 40ul 9 Jed suaa X.la0 <br />34 <br />.w C <br />E2 <br />OC <br />oni <br />f<; 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 />'5:5 locations and may change with time. The description is a <br />ur- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual. <br />30 <br />70-Total Depth = 30 ft. bgs <br />Perched groundwater encountered at 25 ft. bgs during drilling <br />Boring backfilled with soil cuttings and capped with AC cold patch <br />upon completion ofdrilling and logging <br />40- <br /> 60- <br />45- <br />55 <br />50- <br />50- <br />55- <br />45- <br />SAMPLETYPES: <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 CONSOLIDAMON <br />CO COLLAPSE <br />CR CORROSION <br />CU UNDRAINED TRIAXIAL <br />DS DIRECT SHEAR SA <br />El EXPANSION INDEX SE <br />H HYDROMETER SG <br />MD MAXIMUM DENSITY UC <br />PP POCKET PENETROMETER <br />RV R VALUE <br />SIEVE ANALYSIS <br />SAND EQUIVALENT <br />SPECIFIC GRAVITY <br />UNCONFINED COMPRESSIVE STRENGTH <br />0 <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