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_ I <br /> WATERWORK <br /> WELL/BORING LOG <br /> ECT CHEVRON STOCKTON L❑CATION 540 NORTH AURORA VAY STOCKTON PROJECT NO 376 <br /> WELL/BORING NO MWI NOTES <br /> WELL DEPTH PID SAMPLE 11 USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCaUNT LOG <br /> 44 CL <br /> ti <br /> 46 17 <br /> 20 CL 45-50' LEAN CLAY WITH SAND, 20/ SA, FN, PRLY GRDD SND; SO/ FNS; M <br /> DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST; HRD; M BRN; NPOt <br /> 48 MST} N HCL REACTION, M CEMENTATION; HOMO <br /> I <br /> 50 to ---- <br /> 22 <br /> 31 50-55 LEAN CLAY, 10/ FN, PRLY GRDD SND; 90/ FNS; H DRY ISTRNGTHi SLV <br /> 4 5j2 R DLTNCY, H TGHNSS, M PLST, HRD, LT OLIVE GRY, NPO, MST, N <br /> CL HCL REACTION; STRNG CEMENTATION; HOMO <br /> 54 <br /> — 56 21 <br /> 38 55-60 LEAN CLAY WITH SAND; 20/ FN, PRLY GRDD SNP, SO/!FNS, M-H DRY <br /> CL STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, HRD, DRK GRN GRY, <br /> 58 NPOt MST, N HCL REACTION; STRNG CEMENTATION, MOTTLED; GRN-GRY <br /> SOIL AT APPROX 56 FEET <br /> 60 2 --- 60-65' SANDY LEAN CLAY; 40/ FN, PRLY GRDD SNB, 60/ FNS,!M DRY <br /> 40 STRNGTH; SLW DLTNCY, M TGHNSS, M PLST, V STIFF; DRK GRN <br /> 50 GRY, NPO, WET, N HCL REACTION; M CEMENTATION; MOTTLED <br /> 62 CL <br /> 64 <br /> CSHvI-65S' <br /> 66 13 <br /> 17 <br /> — <br /> 68 65-77' CLAYEY SAND, 65/ SA FN, PRLY GRDD SNB, 35/ FNSi,L DRY <br /> STRNGTH, SLW DLTNCY, L TGHNSS, L-M PLST, SFT, DRK GRN GRY, <br /> 70 SC NPO; WET; N HCL REACTION; WEAK CEMENTATION <br /> 72 <br /> 74 <br /> 76 <br /> 78 <br /> 80 <br /> $2 <br /> $4 <br /> 86 <br /> 88 <br /> 90 <br /> 92 <br /> 94 <br /> PAGE �� OF <br />