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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT TRI VALLEY GROWERS-STOCKTON LOCATION 8 MILE ROAD, STOCKTON, CA PROJECT No. 62103-1 <br /> WELL/BORING N0. TVGS-HW4 NOTES <br /> VELL DEPTH PID SAMPLE ]I U.S.G <br /> DETAIL (FT.) (PPM) BLOWCOUNI LOG SOIL DESCRIPTION <br /> 44 41.5/45-46.5/50' POORLY GRADED SANDS >95Y SA-SR-R. F-M, M HRDNSS SND; <br /> _ PRLY GRDDj <5% FNSj HRDj PALE-M BRN NPO; N ORQ; MSTj N HCL <br /> 46 — SP REACTIONS HOMOi FEOX STAINING <br /> 46.5/50-51.5/55'SANDY SILTt 33% SNDi 67% FNSj L DRY STRNGTW R DLTNCYt L <br /> TGHNSS; N PLSTj HRD; OLIVA NPO; N ORGY MSTI N HCL REAC- <br /> 48 TIONS WEAK CEMENTATION HOMO) FEOX STAINING <br /> 50 <br /> _ ML <br /> 52 51.5/55-61.5/65' POORLY GRADED SAND; >98/ SA-SR-R, F-M, M HRDNSS SND; <br /> PRLY GRDDj <2% FNSj HRD) M BRN-PALE ORNG-M YLLV BRP* NPO; <br /> N ORCu MST; N HCL REACTION WEAK CEMENTATION HOMO; FEOX <br /> 54 STAINING <br /> 56 <br /> 58 SP <br /> 60 <br /> 62 61.5/65-66.5/70' LEAN CLAYI <107 SND1 >90% FNSj H DRY STRNGTH) N-SLV DLTN- <br /> CYJ M TGHNSSj H PLST) HRD; DIRK BRNj NPO; N ORGI MST-WETS N <br /> HCL REACTION; WEAK CEMENTATION HOMO; FEOX STAINING <br /> 64 <br /> 66 CL <br /> i 66,5/70-80.5' LEAN CLAYi <5% SNDi )95% FNSt H DRY STRNGTW SLW DLTNCY, <br /> 68 i M TGHNSSj M PLSTj HRDj DIRK YLLW BRN-OLIVE GRP* NPO N <br /> i� ORG, MST-WET; N HCL REACTION WEAK-M CEMENTATION BLOCKY; <br /> MTTLD BLK AND FEOX STAINING <br /> 70 <br /> 72 <br /> 74 <br /> CL <br /> 76 µED GF0 <br /> 78 <br /> RUSSELL W. N� <br /> 80 JUNCAL <br /> 82 No. 3864 <br /> 84 OF <br /> 86 <br /> 88 — C4 <br /> 90 <br /> 92 <br /> 94 <br /> PAGE ? OF z <br />