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' BORINr'-1_oG B2 <br /> SEE Date Wt:47 8 1996 Sheet 1 OF_2_ <br /> FIGURE 3 Project GSA - Stockton __ Project No 2403C.41 <br /> Drilling Co. Mitchell Drillina and Env. Type of Rig CME 75 HT. <br /> Hole Diameter 8" O.D. in. Drive Weight 140' Drop 18 in. <br /> Location Sketch Surface Elevation N.A. (msl) Top of Casing Elevation N•A• (msl) <br /> Well Construction Samples Logged by: Larry Harlan <br /> a <br /> o r: a> ', v, o� Bill Millar <br /> O U <br /> a Approved by: - <br /> S V1 <br /> SOIL/GEOLOGIC DESCRIPTION <br /> Soil Surface <br /> 1� a <br /> ° GM 02'-Silty gravel,- tight brown, moist, no odor. Fill material. <br /> a <br /> a <br /> d <br /> 5 , <br /> -1 a a <br /> I <br /> 9-1 <br /> GM 09'-Silty gravel, light brown, moist, no odor. Fill material. <br /> E2-10'-SM 1342 I GM 0 I 010'-Silty gravel, light brown, moist, no odor. Fill material. <br /> 19 <br /> ill� I �50 I <br /> a <br /> 112� ° <br /> 115^ a 32-15' 1346 t5 GM 0 j ®15'-Silty gravel, light brown, moist, no odor. Fill material. <br /> 79i <br /> 029 <br /> Il 7--i° I I 1 <br /> a I I <br /> i a <br /> 1 � I <br /> 20 I 82-20' 1350 I I i7 GM 020'-Silty gravel, light brown, moist, no odor. Fill material. <br /> z 20 <br /> 027 ML 0 021.5'-Sandy silt, brown moist, no odor. <br /> 22—. <br /> I2" <br /> i <br /> a <br /> 25-- ' 82-25' I 21 I ML 0 025'-Sandy silt light ht brown moist no odor. <br /> 126 1, 501 <br /> a <br /> 0 U I CL 026.5*-Cloy, brown w/black mottling, moist, no odor. <br /> 127- <br /> 28- <br /> 29-: <br /> ,,22 <br /> ° <br /> T <br /> C:CAOFIL:S\STOCKTON\ATB–LOG2 <br /> L=LEND NOTE: This log of subsurface conditions is a simpli,cation of actual <br /> TD' Total Death BGS conditions encountered. It applies at the location and time of drilling. I <br /> ? Subsurface conditions may differ at other locations and times. , <br /> 8GS Below Ground Surface <br /> TA Total Auger Length <br /> PCC Portland Cement Concrete <br /> CAPE ENVIRONMENTAL MANAGEMENT INC. <br /> f <br />