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I u <br /> GROUND ZERO ANALYSIS <br /> LOG OF WELL MW4 <br /> PROJECT HARRY'S AUTO LOCATION 2662 NORTH WILSON WAY STOCKTON CA <br /> COMMENTS PROJECT NO 32Z_ <br /> PAGE Z OF_2_ <br /> rAIL <br /> U S C <br /> BLOWCOUNT LOG DESCRIPTION <br /> 17 <br /> 25 CL/ML <br /> / <br /> / 41/44 5-46/49 5' SILTY CLAY (CL/ML) 10-15% FN-M A SND, 85-90% FNS <br /> M-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, STIFF, <br /> BRN GRY MST-WET, CALCAREOUS <br /> HA-MW4-45' <br /> 10 <br /> 1CL/ML <br /> 13 <br /> / <br /> 48 / <br /> / 46/49 5-51/54 5 SILTY CLAY (CL/ML) 5-10% FN, A 5ND 90-95% FNS, L <br /> 5D 20 11 DRY STRNGTH, SLW-R DLTNCY, L TGHNSS, L PLST, V <br /> 22 STIFF BRN, WET, CALCAREOUS <br /> 39 CL/ML <br /> 52 / <br /> / 51/54 5-56/59 5' SILTY CLAY (CL/ML) 0-5R FN, A SND 90-1007. FNS, <br /> 54 M DRY STRNGTH SLW DLTNCY M TGHNSS, M PLST, V <br /> STIFF, BRN, WET <br /> 10 5 <br /> 12 CL/AIL <br /> 56 22 <br /> 58 <br /> 56/59 5-61 SILT (ML) 5-10% FN, A SND 90-95,- FNS, N DRY <br /> = HA-MW4-fi0' STRNGTH R DLTNCY L TGHNSS N PLST STIFF, SRN <br /> 60 6 8 ML WET <br /> 12 <br /> 14 <br /> 62 <br /> 64 D G���G�i/\ <br /> 66 GREGORY P <br /> STAHL <br /> No 5023 <br /> 68- <br /> -70- \qrF OF CALF <br /> 72- <br /> -74- <br /> -76- <br /> 78 76 <br /> • 78 <br /> _80- <br /> 8 <br /> O82 <br />