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WATER WORK WELUBORING LOG PROJECT TR[ VALLEY GROWERS-STOCKTON L❑CATION 8 MILE ROAD, STOCKTON, CA PROJECT NO, 62103-1 WELL/BORING NO. TVGS-MW3 NOTES WELL DEPTH PID SAMPLE ]I U.S.G DETAIL (FT.) <PPM) BLOWCOUN LOG SOIL DESCRIPTION 44 41-46.5/50' CLAYEY SAND; >60-70% SR-R, F-M, M HRDNSS SNDI PRLY GRDD; <30-40% FNS; M YLLW BRW NPO; N ORG; NST; N HCL REACTION- 46 SC WEAK CEMENTATIONS HOMO FEOX STAINING 46,5/50-51.5/55'POORLY GRADED SANDS >95%, SR-R, F-M, M HRDNSS SND; PRLY GRDD; <5% FNS; M YLLW BRNj NPO; N ORG; HSTj N HCL REACTIOtj 48 WEAK CEMENTATION HOMO 50 SP 52 51.5/55-55.5' ELASTIC SILTS <10% SND; >90% FNS L DRY STRNGTH; SLV DLTN- CY; M TGHNSS; M PLSTi FIRM-HRD; M YLLW BRW NPO; N ORG; MST N HCL REACTIONS WEAK CEMENTATIONS HOMO 54 MH 55.5-56' POORLY GRADED SAND; >957 SR-R, F-M, M HRDNSS SND; PRLY 56SM GRDD; <5% FNS; M YLLW BRNS NPO; N ORG; MSTI N HCL REACTION WEAK CEMENTATION HOMO; FEOX STAINING 58 56-56.5/60' SILTY SAND> >70Y SR-R, F-M, M HRDNSS SND; PRLY GRDDj <30% FNS- HRD; DRK YLLW BRN; NPO; N ORG; MST; N HCL REACTION- 60 WEAK CEMENTATIONS HOMO ML 56.5/60-61.5/65'SILT WITH SAND) 507 SA-SR-R SND; 50% FNSS L DRY STRNGT4 62 R DLTNCYS L TGHNSS; L PLSTS DRK YLLW BRW NPO; N ORG; MST; N HCL REACTION WEAK CEMENTATION; HOMO; FEOX STAINING 64 61.5/65-66.5' LEAN CLAYS <2% SND; >98% FNS; H DRY STRNGTHI N-SLV DLTN- CY; M TGHNSSI M PLST; HRDi DRK YLLW BRW NPO; ORG; MST; N CL HCL REACTIONS WEAK CEMENTATION; HOMO 66 66.5-75' NO SAMPLE RETURNS 68 70 NO SAMPLE 72 74 75-76.5/80' WELL GRADED SAND) >95%, SR-R, F-CRS, M HRDNSS SND; WELL 76 GRDD; <5% FNS- DRK YLLW BRW NPO; N ORQ VET; N HCL REAC- SV TIONS WEAK CEMENTATIONS HOMO 78 76.5/80-81.5' SILT WITH SAND; <25% SND- >75% FNS; L DRY STRNGTR SLV DLTNCYS L TGHNSS; N PLSTI FIRMS DRK YLLW BRNI NPQ N ORCy WETS N HCL REACTIONS WEAK CEMENTATION; HOHDS SOME FEOX 80 ML STAINING 82 ED G 84 zo 86 RUSSELL W. 88 JUNCAL No. 3864 90 Q 92 OF `CEO 94 PAGE OF