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' GROUND SURF ELEV 58 20 FT-MSL <br /> BORING/WELL NO 58-1/MW-1 TOTAL DEPTH 18 0 FT-BGS <br /> PROJECT NAME TRACY COLD $TOR MEAS POINT ELEVATION 57 73 FT-MSL <br /> PROJECT NO 9404710 DRILLING METHOD 4 25-IN DIA 10 H S A <br /> DEVELOPMENT METHOD BAILING <br /> DATE STARTED 08/04/94 BOREHOLE/WELL DIAM 8-IN AND 2-IN ENGINEER/GEOLOGIST KPP <br /> DATE COMPLETED 08/04/94 WATER LEVEL 10 48 FT-BGS CHECKED BY CDP <br /> DATE TAKEN 08/28/94 <br /> c� <br /> z <br /> z <br /> r W <br /> LU <br /> SPOON NO/ Ws USCS ~WELL DIAGRAM <br /> ANAL SAMPLE i o w N E DESCRIPTION SOIL <br /> m s y d n TYPE <br /> 9 Very stiff dark brown silty clay Fill, trace fine a <br /> S-1 8 18 4 to coarse gravel, dry ! <br /> 12 9t <br /> h <br /> W a <br /> C <br /> CL <br /> v E <br /> E 6� <br /> N y O (J <br /> O <br /> G m <br /> by t <br /> r ' y <br /> S N w <br /> 3 - stiff <br /> F <br /> S-2 4 2 0 15 FILL r; <br /> ' S c <br /> 1 2 <br /> 2 -- medium stiff, trace fine to coarse sand and <br /> s-s 2 11 2 gravel, damp to moist _ <br /> 3CL <br /> h <br /> 4 - moist in = <br /> RTI-SBOI-1214 9 20 14o Very stiff dark brown silty Clay, moist o _ <br /> 12 0 <br /> d <br /> 4 E - <br /> s-s e <br /> 20 70 - trace fine sand, moist to saturated o _ <br /> RTI-SBOI-1418 9 CL O - <br /> 8 i <br /> 4 = <br /> S-8 100 20 10 = <br /> 15 = <br /> Bottom of borW p 18.0 Feet—bps <br /> Static water depth-IOAS Ft—bps <br />