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d1fQwxoe BORING= I_OG B 1 <br /> M It. *.Wp/ <br /> SEE Date "*b6 8 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 140# Drop 1_in. <br /> Location Sketch I Surface Elevation N.A. (msl) Top of Casing Elevation N.A. (msl) <br /> Well Construction Samples Logged by Larry Harlan <br /> a• <br /> o = a' J �n a Approved by: Bill Millar <br /> e v <br /> ci .DEE o a"C <br /> Ga V) SOIL/GEOLOGIC DESCRIPTION <br /> Soil Surface <br /> °s GM 0 02'—Silty gravel, brown, moist, no odor. Fill material. <br /> 2 <br /> ° <br /> S , <br /> e <br /> 4 <br /> 5 a GM 0 05'—Silty gravel, brown, moist, no odor. Fill material. <br /> 6— <br /> a- <br /> 10 a-10 81-10' I t 205I0119 <br /> GM 0 010'—Silty grovel, light moist, no odor. Fnnl material. <br /> I +9 --M SP 010.5'—Gravelly sand, brown, moist, no odor. <br /> 1 1� d.. CL 0 011'—Sandy clay, Drown, moist, no odor. <br /> P <br /> 12�13 CL 013'—Sandy clay, brown, moist, no odor. <br /> CL <br /> i14= , I CL 014'—Sandy clay, brown, moist, no odor. <br /> i <br /> I1 51 81-15' 1225 I ML 0 015'—Clayey silt (some sand), brown, moist, no odor. <br /> i <br /> 16] ° ' ML @16'—Clayey silt (some sand), brown, moist. no odor. <br /> I1;n i i <br /> I I <br /> I I I <br /> 19� 1 U! ML 019'—Clayey silt (some sand), brown, moist, no odor <br /> B1-20' <br /> 20� SM 0 020'—Silty sand, brown, moist, no odor. <br /> 21� 1232 <br /> a°. <br /> i <br /> 22�° � 0/x <br /> CL 022"—Silty clay. (some sand) brown, moist. no odor. <br /> 23 B1-23' 1243 SM 0 ®23'—Silty sand, brown, moist, no odor. <br /> 24� ° I <br /> 251 81-25' 1250 CL 0 025'—Sandy clay, light gray/brown, moist, no odor. <br /> 81-25'—SP <br /> 2&. B1-25'—S <br /> 27 U CL 027'—Sandy clay, light gray/brown, moist, no odor. <br /> 28- <br /> 29-- <br /> A <br /> I <br /> C:CAA F1 LE S\ST0 CiKTO N\ATd—LOG2 <br /> CErlO NOTE: This log of subsurface conditions is a simplification of actual <br /> TD Total Depth SGS conditions encountered. It applies at the location and time of drilling. <br /> P 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 />