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BORING NO SB-2 GROUND SURF ELEV 58 10 FT-MSL <br /> PROJECT NAME TRACY COLD STOR TOTAL DEPTH 180 FT-BGS <br /> PROJECT NO 9404710 MEAS POINT ELEVATION NA <br /> DATE STARTED 08/04/84 DRILLING METHOD 4 25=IN DIA 10 H S A ENGINEER/GEOLOGIST KPP <br /> DATE COMPLETED 08/04/64 BOREHOLE DIAM 8-IN CHECKED BY COP <br /> z <br /> ., <br /> z z <br /> SPOON NO/ N i F cc USCS BORING DIAGRAM <br /> ANAL SAMPLE o 5 w N -' DESCRIPTION SOIL <br /> E <br /> Lu LL n <br /> CO a a a TYPE <br /> 8 Dark brown silty gravel Fill FILL <br /> S-1 12 19 0 <br /> 10 Very stiff dark brown clayey Slit, trace ML <br /> organic material, dry - T <br /> 13 Stiff dark brown silty Clay: trace fine sand, <br /> s-z 8 18 0 dry <br /> e -------------------------------------------- <br /> 8 <br /> 7 Stiff dark greenish gray silty Clay, damp <br /> 5 S-3 7 19 5 <br /> 9 <br /> 3 <br /> S-4 B 14 110 <br /> 8 <br /> c <br /> 4 <br /> S-5 � 20 135 <br /> 11 °: <br /> 10 CL o <br /> 3 — medium stiff m <br /> S-6 3 12 140 <br /> 5 ------------------------------------------- <br /> 4 <br /> s-r 4 Stiff dark brown silty Clay. damp to moist <br /> RTI-5802-04 8 16 120 <br /> 13 <br /> 7 <br /> — saturated <br /> 15 S-s 9 20 20 <br /> 15 <br /> 3 <br /> — trace fine sand <br /> S-9 5 17 30 <br /> 10 <br /> Bottom of borhVw18.0 Ft—bas <br /> 20 <br />