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GROUND SURF ELEV 55 80 FT-MSL <br /> BORING/WELL NO MW-8 TOTAL DEPTH 18 0 FT-BGS <br /> PROJECT NAME TRACY COLD STOR MEAS POINT ELEVATION• 57 32 FT-MSL <br /> PROJECT NO 9404710 DRILLING METHOD 4 25-IN DIA I D H S A <br /> DEVELOPMENT METHOD BAILING <br /> DATE STARTED 08/24/94 BOREHOLE/WELL DIAM 8-IN AND 2-IN ENGINEER/GEOLOGIST KPP <br /> DATE COMPLETED 08/24/94 WATER LEVEL 10 48 FT-BGS CHECKED BY CDP <br /> DATE TAKEN 08/28/94 <br /> c� <br /> z <br /> z z <br /> ' i > w r---, <br /> SPOON NO/ m w -, ¢ USCS WELL DIAGRAM <br /> ANAL SAMPLE z Q w e fj DESCRIPTION SOIL <br /> L) LL n TYPE <br /> ' m s .. a .. <br /> Dark brown clayey Sift. trace gravel, dry ML <br /> i� <br /> a <br /> 0 <br /> N 7 <br /> d <br /> ID <br /> „ v io a C <br /> ' a a <br /> y a U <br /> O <br /> 4 Stiff dark brown silty Clay. dry N a �' <br /> s 5-1 5 13 0 �--t► <br /> 4 IF <br /> 77 <br /> 8 - dry to damp = <br /> 5-2 2 17 0 = <br /> ' 4 CL <br /> 10 a <br /> 8 - damp to moist -_ <br /> s-3 3 15 0 L - <br /> ' RTI-MWOO-1012 2 > = fo <br /> $ <br /> 8 <br /> O a <br /> 3 - moist rn <br /> � = O <br /> ' S-4 2 18 20 c, <br /> RTI-MWOO-1214 3 0 = <br /> 3 Medium stiff gray silty Clay, moist to _ <br /> v <br /> saturated - <br /> 1 15 o <br /> i - <br /> 2 - soft, trace fine sand = <br /> S-5 2 20 2 = <br /> 3 - <br /> Bottoms of Morin-*A Feat-bps <br /> Static water depth-10.48 Ft-bp Leo <br /> 20 <br />