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BORINr' LOG B 3 <br /> SEE Date ,4b`0 9. 1996 Sheet 1 OF_2_ <br /> FIGURE 3 Project GSA - Stockton Project No. 2403C.41 <br /> Drilling Co. Mitchell Drilling and Env. Type of Rig CME 75 HT. <br /> Hole Diameter 8' O.D. in. Drive Weight NSA Drop N/A in. <br /> Location Sketch 1 Surface Elevation N A (msl) Top of Casing Elevation N.A. (msl) <br /> Well Construction Samples <br /> Lagged by: Lorry Harlon <br /> a. <br /> o d.it -a' ,,, a Approved by: Bill Millar <br /> C N <br /> E <br /> m SOIL/GEOLOGIC DESCRIPTION <br /> Soil Surface <br /> 1 <br /> �+ GM 02'-Silty gravel, brown, moist, no odor. Fill material. <br /> 2 <br /> a <br /> 3- <br /> 4 <br /> 5 a GM 05'-Silty gravel, brown, moist, no odor. Fill material. <br /> 6 I <br /> 7-1 I i <br /> ! I <br /> 8�a I <br /> � I <br /> f <br /> 101 ( F GM 0 010'-Silty gravel, light brown, moist, no odor. Fill r^aterial. <br /> C <br /> II I <br /> �o C <br /> 12— <br /> i <br /> V <br /> 1 a--J +a' <br /> 1 <br /> 15-1 B3-i5 j CM 0 015'-Silty gravel, brown, moist, no odor. Fill material. <br /> 16 I No samole obtainea <br /> I <br /> 17- Note: Observed diesel odcr from soil cuttings with <br /> (_ 19' of auger advanced. <br /> � I <br /> 1' ! GM 2.4 @19.5'-Silty gravel (some sand), brown moist. <br /> 26-i a o2-2C' ! 0825 faint diesel odor. rII material. <br /> 1 � � <br /> 22--411- <br /> 2- <br /> 2 <br /> 2--411- <br /> 2- <br /> 2583-25' 0905 CL 0 @25'-Clay (some sand), brown, moist, no odor. <br /> 83-25'-SMI <br /> a C <br /> 27� <br /> 29 <br /> 29 +JJJI141 <br /> C:CAO FILES\STOCKTON\ATH—LOG2 <br /> G'"ND NOTE: This log of subsurface conditions is a simplification of acual <br /> I D OtCI Death BGS conditions encountered. It applies at the location and time or drilling. <br /> 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 />