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S ECOR <br /> Logged By Date Drilled Drilling Contractor Project Name Method/Equipment Bonng Number <br /> Gregg Dnlling& 7-11#14117 Well Install <br /> D B 4/27/05 Testing Stockton Geoprobe GP-1 <br /> Boring <br /> Surface Groundwater Depth(ft) Total Drive Drop <br /> Diam{m) Elev(ft) Depth(ft) wt(lbs) Dist(i ) <br /> 2 160 <br /> Well c �a <br /> Construction _ Descriptiontu <br /> A <br /> 6"of Asphalt As halt and 3" avel <br /> Neat Cement <br /> Lean Clay(CL) Dark Brown(10 YR 3/3),high plasticity,no 00 <br /> dilatancy,moist,firm,no HC odor, iron oxide staining and root <br /> clasts,(0,0,0,100) <br /> 5 Lean Clay with Sand(CL) Dark Brown(10 YR 3/6),medium 00 <br /> plasticity,no dilatancy,damp,firm,no HC odor,iron oxide staining <br /> and root clasts,(0,20,5,75) <br /> Sandy Lean Clay with Gravel(CL) Dark Grayish Brown(10YR 00 <br /> 413), low plasticity,no dilatancy,moist,soft.,no HC odor,iron oxide <br /> 10 staining and root clasts,(15,15,5,65) <br /> Same as @ 2'bgs 00 Soil 1035 <br /> GP-1 <br /> -10' <br /> Same as @ 5'bgs 00 <br /> 15 Sandy Lean Clay(CL) Very Dark Grayish Brown(2 5Y 312), 0 0 Water 1100 <br /> medium plasticity,slow dilatancy,moist, soft,no HC odor, GP-1 <br /> 030560 -16' <br /> 20- <br /> 25- <br /> The <br /> 025The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling Predominant material types shown on the log may contain different materials and the change from <br /> one predommant material type to another could be different than indicated Descriptions on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 77EL 14117 05 Date 6/1/05 CR Log of Bonng <br /> GP1-2,1-1 GPJ Figure <br /> LOG OF BOREHOLE <br /> (sheet 1 of 1) <br />