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WATER WORK <br /> WELUBORING LOG <br /> PROJECT TRI VALLEY GROWER S-STOCKTON LOCATION 8 MILE ROAD, STOCKTON, CA PROJECT N0. 62103-1 <br /> WELL/BORING NO. TVGS-MW2 NOTES <br /> WELL DEPTH PID SAMPLE IE U.S.G <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG SOIL DESCRIPTION <br /> 44 41.5/45-46.5/50'LEAN CLAY WITH SAND; <20„ SA-SR-R, M HRDNSS SND; WELL <br /> GRDD; >80% FNS; M DRY STRNGTH; SLW DLTNCY; M TGHNSS; H <br /> PLST; HRD; M YLLW BRN NPO; N ORG; MST; N HCL REACTION; <br /> 46 CL WEAK CEMENTATION; HOMO; SND LENS AT 45.5 TO -46' <br /> i' 46,5/50-51.5/55'LEAN CLAY; <10% SND; >90% FNS; H DRY STRNGTW SLW DLTNCY; <br /> 48 M TGHNSS; M PLST; FIRM; M YLLW BRN; NPO; N ORG; MST, N HCL <br /> �i REACTION WEAK CEMENTATION HOMO; TR BLK STAINING <br /> 50 <br /> CL <br /> 52 51.5/55-56.5/60'LEAN CLAY; <5Y. SND> >95% FNS; M DRY STRNGTW N-SLW DLTNCY <br /> M TGHNSS; H PLST; HRD; DRK YLLW BRN NPO; N ORCV MST; N HC <br /> i REACTION; WEAK CEMENTATION HOMO <br /> 54 <br /> 56 CL <br /> 56,5/60-61.5/65'SILT; <5% SND; >95% FNS; L DRY STRNGTH; R DLTNCY; L TGHNSS; <br /> 58 N PLST] SFT; DRK YLLW BRW ' <br /> NPO; N ORG; MST; N HCL REACTION <br /> WEAK CEMENTATION; HOMO <br /> 60 <br /> ML <br /> 62 <br /> 61.5/65-66.5/70'LEAN-FAT CLAY; <5% SND; >95% FNS; H DRY STRNGTH; N-SLW <br /> DLTNCY; M TGHNSS; M-H PLST; FIRM; DRK YLLV BRN NPO; N ORG <br /> 64 MST; N HCL REACTION; WEAK CEMENTATION HOHO; ORNG FEOX <br /> STAINING; SOME BLK STAINING <br /> 66 CL/CH <br /> 66.5/70-71.5/75'SILT; <10% SND; >907 FNS; L DRY STRNGT4 SLV DLTNCY; L TGH <br /> NSS; N PLST; FIRM; DRK YLLW BRN NPO; N ORG; WET; N HCL RE <br /> 68 ACTION; WEAK CEMENTATION; HOMO; FEOX STAINING <br /> 70 <br /> ML <br /> 72 71.5/75-76.5' LEAN CLAY; <10%, F-TR CRS SND; >90% FNS; H DRY STRNGTH; <br /> SLW DLTNCY; M TGHNSS; M PLST; FIRH; DRK YLLW BRN; NPO; N <br /> ORG; VET; N HCL REACTION; WEAK-M CEMENTATION; HOHO; FEOX <br /> 74 STAINING <br /> CL <br /> 76 <br /> 78 <br /> 80 <br /> 820\� ED GFozoc <br /> 84 �� oeL, <br /> RUSSELL <br /> 86 JUNCAL <br /> i <br /> 88 No. 3864 <br /> 90 Of <br /> 94 <br /> PAGE OF <br />