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WATER WORK <br /> WELL/BORING LUG <br /> PROJECT TRI VALLEY GROWERS-STOCKTON LOCATION 8 MILE ROAD, STOCKTON, CA PROJECT NO. 62103-1 <br /> WELL/BORING No, TVGS-MWI NOTES <br /> WELL DEPTH PID SAMPLE IE U.S.G <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG SOIL DESCRIPTION <br /> 44 43/44-46/46.5' POORLY GRADED SAND; >907., SA-SR-R, F-M, M HRDNSS SNDI PR- <br /> SP LY GRDDj <10% FNSI M YLLW BRN; NPOI N ORGj MSTj N HCL RE- <br /> 46 ACTION WEAK CEMENTATION] HOMO <br /> 46/46.5-54.5' POORLY GRADED SAND> >95%, SA-SR-R, F-M, M HRDNSS SND; PR- <br /> EY GRDDj <57 FNS] M YLLV BRN-PALE ❑RNQ NPOI N ORGj MSTI <br /> 48 HCL REACTION] WEAK CEMENTATION] HOMO] TR CRS SND <br /> 50 SP <br /> 52 <br /> 54 <br /> GL 54.5-55.5/56' LEAN CLAY; <5% SNDI >95% FNSI H DRY STRNGTH; N-SLW DLTN- <br /> CY- M TGHNSSI M PLSTj HRDI DRK YLLW BRNI NPOI N ORGI MSTj <br /> 56 HCL REACTION] WEAK CEMENTATION] HOMO] BLK STAINING; FEOX <br /> STAINING (ORG) <br /> 5$ MH 55.5/56-59.5/60'ELASTIC SILT] <5Y. SND; >95% FNS] L DRY STRNGTH; SLW DLTN- <br /> CY] M TGHNSSI M PLSTj HRDI DRK YLLW BRN V/ ORNG STAINIW4 <br /> NPO] N ORGI MSTj N HCL REACTION] WEAK CEMENTATION HOMO; <br /> 60 M BLK STAINING <br /> 62 SM 59.5/60-60.5' SILTY SANDI >807, SA-SR-R, F-CRS, M HRDNSS SND) WELL GRDDj <br /> <207 FNSI DRK YLLW ERN W/ ORNG STAININGI NPQ; N ORGI MST; <br /> N HCL REACTION WEAK CEMENTATION] HOMO <br /> 64 60.5-63.5' SILTY SAND; >677. SA-SR-R, F-CRS, M HRDNSS SND; WELL GRDD; <br /> SV <33% FNSj DRK YLLW BRN NPOI N ORG MSTj N HCL REACTION <br /> _ 66 WEAK CEMENTATION; HOMO; BLK STAINING{ TR CRS SND <br /> 63.5-67' WELL GRADED SAND] >95Y., SA-SR-R, F-CRS, M HRDNSS SND) <br /> 68 WELL GRDDI <5% FNSI M YLLW BRN] NPOI N ORGj MSTj N HCL RE- <br /> ACTION WEAK CEMENTATION; HOMO; TR CRS SND <br /> 70 67-74' FAT CLAY] <5% SND) >95% FNS; H DRY STRNGTW N-SLV DLTNCY; <br /> CH H TGHNSS) H PLSTj HRDI M-DRK YLLV BRNj NPOj N ORG) MST) N <br /> HCL REACTION] WEAK-M CEMENTATIONI BLOCKYI TR FEOX STAIN- <br /> 72 <br /> ING; BLK STAINING; COLOR CHANGES TO DRK YLLW BRN Q 70' <br /> 74 74-78' LEAN CLAYI <10% SND> >90% FNSI M DRY STRNGTW SLV DLTNCY] <br /> M TGHNSS) M PLSTj HRDI DRK YLLW BRNI NPO) N ORGI MST) N <br /> HCL TIONI WEAK CEMCEMENTATIONHOMO; BLK STAINING FEOX <br /> 76 CL STAINING <br /> 78 <br /> 80 <br /> ��FtED GFO <br /> 82 <br /> 84 RUSSELL W. �\ <br /> JUNCAL <br /> 86 \ No. 3864 , <br /> 90 \1 SF CAL <br /> 92 <br /> 94 <br /> PAGE ? OF 2 <br />