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GROUND SURF ELEV 55 80 FT-MSL <br /> BORING/WELL NO MW-4 TOTAL DEPTH 48 0 FT-BGS <br /> PROJECT NAME TRACY COLD STOR MEAS POINT ELEVATION 57 49 FT-MSE <br /> PROJECT NO 9404710 DRILLING METHOD 4 25-IN DIA 10 H S A <br /> DEVELOPMENT METHOD SAILING <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 04 FT-BGS CHECKED BY CDP <br /> DATE TAKEN 08/20/94 <br /> ca <br /> z <br /> z r--� <br /> ' } Uj <br /> w <br /> SPOON NO/ °�° w °= USCS WELL DIAGRAM <br /> ANAL SAMPLE 3C o w N E <br /> DESCRIPTION SOIL <br /> o w w o a TYPE <br /> Very loose silty gravel Fill -- <br /> FILL <br /> o <br /> .. or <br /> 4 <br /> O <br /> CL C <br /> 41 v rn a <br /> E IDc <br /> eMedium stiff to stiff dark brown silty Clay, c n d <br /> s-' s 05 otrace fine sand, dry t <br /> 5 o <br /> N F <br /> 5 m <br /> 1 <br /> 2 - damp to moist - <br /> S-2 3 20 0 - <br /> 4 CL - <br /> 10 c - <br /> U <br /> U <br /> d _ <br /> a <br /> N - <br /> S-3 s - damp to saturated <br /> ' RTI-MW04-1214 8 20 0 0 <br /> 9 0 <br /> 0 <br /> d - <br /> e <br /> 15 � <br /> o _ <br /> C - <br /> i <br /> N - <br /> 3 = <br /> S-4 4 20 0 <br /> 3 Loose brown fine clayey Sand: trace silt, sC <br /> ' s t ura e <br /> Bottom of borin-18A Feet—bps <br /> Static water depth-10.04 Ft—bw <br /> 20-J Leo <br />