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WATERWORK <br /> WELL/BORING LOG <br /> CHEVRON STCICKTI3N <br /> PROJECT Li3CATIpN 540 NORTH AURORA WAY, STOCKTON PROJECT NO 376 � <br /> WELL/BORING NO MW2 NOTES <br /> WELL DEPTH PID SAMPLE It U.S.G <br /> DETAIL (FT) (PPM) BLOVCOUNT LOG SOIL DESCRIPTION <br /> 44 CL 40-45' LEAN CLAY] 10% SR, FN, PRLY GRDD SND* 90/ FNS; M DRY <br /> STRNGTH* SLV DLTNCY; M TGHNSS] M PLST] HRDI DRK YLLV BRN, <br /> NPO; MST* N HCL REACTION* WEAK CEMENTATION] MOTTLED <br /> 46 17 <br /> 21 <br /> 48 CL <br /> 45-50' LEAN CLAY; 100/ FNSs H DRY STRNGTH* 5LV—R DLTNCY; H <br /> TGHNSS; M—H PLST] MRD; DRK YLLV BRNj NPO* MSTj N HCL <br /> 50 10 '-- REACTION, WEAK CEMENTATION, MOTTLED <br /> — — <br /> 13 <br /> S2 20 <br /> 50-55 LEAN CLAY, 100/ FNS; M DRY STRNGTH] SLV DLTNCY] M THGNSS, <br /> CL M—H PLST] HRDj DRK GRN—GRY, NPO; MST; N HCL REACTION WEAK <br /> 54 CEMENTATION; MOTTLED <br /> 56 21 <br /> 30 55-50' LEAN CLAY] 100/ FNS; M DRY STRNGTH] SLN DLTNCY} M TGHNSS, M <br /> 58 PLST, HRDs DRK GRN GRYj NPS MSTj N HCL REACTION; WEAK <br /> CL CEMENTATION; HOMO <br /> 60 -- 60-65' LEAN CLAY, 100/ FNS* H DRY STRNGTH; SLV—R DLTNCY, H TGHNSS. <br /> 20 M—H PLST; HRDj DRK GRN GRYj NPO; WETj N HCL REACTION, WEAK <br /> 56 CEMENTATION, MOTTLED <br /> 62 <br /> CL <br /> 64 <br /> CS;4v2-65.5 <br /> 20 <br /> 66 So <br /> — 68 CL/ 65-715/75' SILTY CLAY, 100/ FNS, M DRY STRNGTH, SLV DLTNCY, M TGHNSS, <br /> ML M PLST, SFT, DRK GRN GRYj NPO, MST, N HCL REACTION WEAK <br /> 70 CEMENTATION <br /> i <br /> 72 <br /> _ 74 715/75-77 SANDY LEAN CLAY] 30% SA, FN; PRLY GRDD I SNDj 70/ FNS; M <br /> DRY STRNGTH; TLV DLTNCY; M TGHNSS; M PLST] SFTj DRK GRN <br /> CL GRYj NPOj WETj N HCL REACTION, WEAK CEMENTATION HOMO <br /> 76 - <br /> 1- 78 - <br /> 80 80 <br /> — 82 - <br /> 84 <br /> 86 <br /> 88 <br /> 90 <br /> 92 <br /> 94 <br /> I <br /> E <br /> PAGE L. OF <br />