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l <br /> BORIN"n'_OG M W— I <br /> SEE Date AUG 08, 1996 Sheet 1 OF 2 <br /> FIGURE 3 Project GSA — STOCKTON Project No. 2403C.41 <br /> i <br /> Drilling Co. MITCHELL DRILLING AND ENV. Type of Rig CME 75 HT. <br /> Hole Diameter 8" in. Drive Weight 140# Drop 18 in. <br /> Location Sketch Surface Elevation N.A. (msl) Top of Casing Elevation (msl) <br /> Well Construction Samples Logged by: LARRY HARLAN <br /> t a z J v a^ Reviewed by: BILL MILLAR <br /> o� •y a p E <br /> - ~ = m SOIL/GEOLOGIC DESCRIPTION <br /> t Soil Surface <br /> 2 GM @ 2' Silty gravel (up to 1" diameter), brown, moist, <br /> no odor. Fill material. <br /> 3- <br /> 456 4- <br /> 5- <br /> 6— <br /> 7- <br /> 9- <br /> 10— <br /> 910 GM @ 10' Silty gravel (up to 1" diameter), brown, moist, <br /> no odor. Fill material. <br /> tt <br /> 12- <br /> 13- <br /> 14— <br /> 21314 GM @ 14' Silty gravel (up to 1" diameter), brown, moist, <br /> ac no odor. Fill material. <br /> 15 •m I <br /> 0 <br /> U <br /> 16 <br /> U <br /> > <br /> 17- <br /> 18- <br /> - <br /> 7 18 <br /> 0 <br /> OD <br /> 19 a GM @ 19' Silty gravel (up to 1" diameter), brown, moist, <br /> no odor. Fill material. II <br /> 20- <br /> 21- <br /> - <br /> PCC { <br /> 22— 100e <br /> 2 <br /> 24 <br /> 2 ML @ 25' Sandy silt, brown, moist, no odor I <br /> 2 <br /> 27 <br /> ML @ 27' Clayey silt, brown, moist, no odor <br /> 28 BP �I <br /> 2 -FILTER <br /> 30 <br /> 2403C.41\MW-1.DWG <br /> LEGEND NOTE: This log of subsurface conditions is a simplification of actual <br /> BGS — Below Ground Surface conditions encountered. It applies at the location and time of drilling. <br /> TD — Total Depth BGS Subsurface conditions may differ at other locations and times. <br /> TAL — Total Auger Length <br /> PCC — Portland Cement Concrete <br /> CAPE ENVIRONMENTAL MANAGEMENT INC. <br />