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' BORING LOG B3 <br /> SEE Date AUG 9, 1996 Sheet I_ OF 2 <br /> FIGURE 3 Project GSA — Stockton Project No 4 4 <br /> Chilling Co Machell Drillina and Env. Type of Rig TCME 75 HT. _ <br /> Hole Diameter in Drive Weight N/A _ Drop NZA in <br />' Location Sketch J Surface Elevation Wk (ms1) Top of Casing Elevations N.A. (msl) <br /> Well Construction Samples Logged by Larry Horl n <br /> ^ -- o <br /> a 0 0 <br /> a y a� Approved by <br /> Bill Millar <br /> mQ -a E m n <br /> SOIL/GEOLOGIC DESCRIPTION <br />' Soil Surface <br /> t <br /> GM 02'—Silty gravel brown, moist, no odor Fill material <br />' <br /> 2- <br /> - 4 <br /> 3— ° <br /> 4 <br />' g GM 05 —Silty gravel brown, moist no odor Fill material <br /> a <br /> 6- <br /> 7- <br /> 8- <br /> 10— <br /> 7810 ," I GM 0 010 —Silty grevel, light brown, moist, no odor Fill material <br /> 13 <br /> 12 ° <br /> t3 V <br /> U <br /> a <br /> to ° <br /> a <br />' 15 B3-15 GM 0 015 —Silty gravel brown moist, no odor Fill material <br /> 1s a No sample obtainea <br /> i Note Observed diesel odor from soil cuttings with <br /> 17 I 19' of auger advanced <br /> t8 <br /> d <br /> 19— ° GM 24 0195'—Silty gravel (some sand) brown moist <br /> 2 62-20 0825 8 faint diesel odor Fill material <br /> a <br /> 21 ° <br /> 4 I <br /> 22—. <br /> 23— <br /> ° <br /> 24,_ 4 <br />' 2 B3-25 0905 CL 0 @25 —Clay (some sand) brown moist no odor <br /> 83-25 —SM <br /> 2 83-25 —SP <br /> d <br /> 27- <br /> 2L <br /> 72 ° <br /> 2 <br /> 3 <br /> C CADFILES\STOCKTON\AT$-LOG2 <br /> D NOTE This log of subsurface conditions is a simplification of actual <br /> co <br /> LEGENnditions 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 /> BGS Below Ground Surface <br /> TAL Total Auger Length <br /> PCC Portland Cement Concrete <br /> CAPE ENVIRONMENTAL MANAGEMENT INC. <br />