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WATER WORK <br /> WELL/BORINGLOG <br /> PROJECT TRI VALLEY GROWERS-STOCKTON LOCATION 8 MILE ROAD, STOCKTON, CA PROJECT N0. 62103-1 <br /> WELL/BORING No. TVGS-MWS NOTES <br /> WELL DEPTH PID SAMPLE ir U.S.G <br /> DETAIL (FT.) (PPM) BLOWCOUNI LOG SOIL DESCRIPTION <br /> 44 40.5-45.2' LEAN CLAY; <107 SND) >90% FNS; M DRY STRNGTW SLV DLTNCY) <br /> CL M TGHNSS) M PLST; HRD; OLIVE/M-DRK BRN; NPQi N ORG; MST) N <br /> 46 — HCL REACTION; WEAK CEMENTATION HOMO; FEOX STAINING <br /> SP <br /> 45.2-46.5/50' POORLY GRADED SAND> >957G SR-R, F-TR H, M HRDNSS SND; <br /> i PRLY GRDD; <5% FNS; HRD-FIRW M YLLW BRN-PALE ORNG NPO; <br /> 48 ,' N ORF; MST; N HCL REACTION WEAK CEMENTATION; HOMO <br /> i <br /> i' 46.5/50-56.5/60'POORLY GRADED SAND) >957, SR-R, F-TR K M HRDNSS SND) <br /> 50 PLRY GRDD; <5% FNS) FIRM; M YLLW BRN-PALE ORNG; NPO) N <br /> ORG; MST) N HCL REACTION WEAK CEMENTATION HOMO <br /> 52 <br /> SP <br /> 54 <br /> 56 <br /> i 56.5/60-66.5/70'POORLY GRADED SAND) >95%, SR-R, F-M, M HRDNSS SND) PRLY <br /> GRDD; <5X FNS; FIRM; M-DRK BRN-ORNG; NPO; N ORG MST; N HCL <br /> 58 i' REACTION) WEAK CEMENTATION; HOMO <br /> i <br /> i <br /> 60 ' <br /> 62 <br /> SP <br /> 64 <br /> 66 <br /> 68 i' 66.5/70-81.5' POORLY GRADED SAND> >95X. SR-R, F-M, M HRDNSS SND; PRLY <br /> �� GRDD; <5X FNS; FIRM) PALE YLLW ORNG/M-DRK BRN/GRY; NPM N <br /> i ORG; WET) N HCL REACTION; VEAK CEMENTATION HOMO) TR CRS <br /> 70 SND; HIT WATER 2 67'; FEOX STAINING; 1/2' FEOX STAINING AT <br /> 81' VERY PROMINENT <br /> 72 <br /> 74 <br /> 76 SP <br /> 78 <br /> 80 <br /> 82 81.5-85' NO SAMPLE RETURNS <br /> NO <br /> 84 SAMPLE <br /> (EKED GFO <br /> 86 \� <br /> 88 RUSSELL W. <br /> JUNCAL <br /> 90 <br /> No. 386 <br /> 94 �_of <br /> PAGE OF <br />