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i <br /> 16 WATERWORK <br /> WELL/BORING LOG <br /> PROJECT MARITAL DEDUCTION TRUST LOCATII3N 601 SOUTH VENTURA, STOCKTON, CA PROJECT NO. 174 <br />' WELL/BORING NO. MW2 SURFACE ELEVATION NS FT WELLHEAD ELEVATION -- NS rT <br /> DATE DRILLED 08/IS/90 REVIEWED BY RUSSELL W JUNCAL. RG 3664 LOGGED BY JOHN GIORGI/KRYS HARDMAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br />' B❑RE HOLE DIAMETER BIN DEPTH DRILLED m= mm FT DEPTH TO WATER, INITIAL 30 FT STATIC ___ 14 FT <br /> CASING TYPE F480 PVC DIAMETER 2 IN SCHEDULE 40INTERVAL D FT TO 15 FT <br /> SCREEN TYPE F480 PVC DIAMETER 2 IN SLOT SIZE 0 010 IN INTERVAL 15 TO _ 35 FT <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL 13 El TO 35 rT <br /> SURFACE SEAL TYPE 2' BENTCNITE-NEAT CEMENT INTERVAL -- 0 FT TO „13 FT <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID U S 6 SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOWCOUN LOG <br /> 5-6 5/10' LEAN-FAT CLAY] <1/ SNDj >99.4 FNS; VH DRY STRNGTH; N-SLW <br />' DLTNCY; M-H TGHNSSi H PLST; M STIFF; DRK YLLW BM NP(l <br /> ORGI MST) N HCL REACTION] VEAK CEMENTATION HMQ SLK <br /> 2 STAINING, FEOX STAINING <br /> 4 CL/CH <br /> 2 <br /> 6 3 <br /> 6 5/10-115/15' LEAN CLAY] <2/ SND; >987 FNSp VH DRY STRNGTHI SLW DLTN- <br /> 8 CY, M TGHNSS, M PLST, M STIFF, M YLLW BRN, NPOt N ORG, <br /> MSTi N HCL REACTION] WEAK CEMENTATIONS MTTLD; BLK STAIN- <br /> ING; FEOX STAINING <br /> 10 MDT- <br /> 30�. 4 CL <br /> 12 5 115/15-265/30' LEAN-FAT CLAY) <2/ SND; >98/ FNS] H-VH DRY STRNGTHj N- <br /> SLW DLTNCY] M-H TGHNSS; M-H PLST, STIFF DRK YLLW BRN, <br /> NPO; N ❑RGI MST] N-STRNG HCL REACTION WEAK CEMENTATION; <br /> 14 HOMO-MTTLD; BLK STAINING; FEDX STAINING] 1' SND LENSE, 1/ <br /> INCH DIAMETER TIVE CALCAREOUS AREA <br />' 4 <br /> 16 9 S�;ti�a FSS/J�i <br /> K <br /> ,-, <br /> < o <br /> 20 s ! No 038322 <br /> 22 9 CL/CH <br /> \\ Q' <br /> 24 elvl <br /> 3of <br /> f OF CA" <br /> 26 <br /> 26 5/30-31.5/35' FAT CLAY] <37 SND; >977 FNS, VH DRY STRNFiTI-{; N-SLW DLT- <br /> 2$ NCY] H TGHNSS] H PLST; STIFF; GRN GRY; NPO; N ORGj MST- <br /> - WETI N-STRNG HCL REACTION MTTLD] SATURATED; FEOX STAIN <br />' INC9 CALCAREOUS VEIN <br /> 30 <br /> 32 <br /> IT <br /> CH 315/35-355' LEAN CLAY; TR SND] >997 FNS, H DRY STRNGTHI SLW DLTNCY, <br />' <br /> M TGHNSS] M PLST] STIFFI GRN BLK, NPOJ N ORGi MST, N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 34 <br /> 4 <br /> 36 -'_ 355-4L' LEAN CLAYS TR SND] >997 FNS; H DRY STRNGTIi; SLW DLTNCY] <br /> 8 M TGHNSS, H PLST[ STIFF-M STIFF) GRN BLK. NPO; N ORG, MST, <br /> CAVED N HCL REACTION WEAK CEMENTATION; HOMO <br /> 38 CL <br /> 40 <br /> 3 i <br /> 41-41.5' ELASTIC SILT] TR SND> >99/ FNS] M DRY STRNGT4 SLW DLT- <br /> 42 6 NCY; M TGHNSS; L PLST; STIFF] GRN SLK7 NPOI N ORG; MST] N <br /> HCL REACTION WEAK CEMENTATION] HOMO <br /> PAGE i QF i <br />