Laserfiche WebLink
t <br /> WATER WORK <br /> WELL/BORING LOG <br /> PROJECT MARITAL DEDUCTION TRUST L❑CATION 601 SOUTH VENTURA, STOCKTON,_CA PROJECT NO 174 <br />' WELL/BGRING NO. HWt SURFACE ELEVATION NS ET WELLHEAD ELEVATION — NS _ FT_ <br /> DATE DRILLED 02/14/90 REVIEWED BY RUSSELL V JUNCAL, RG 3864 LOGGED BY JOHN GI❑RGI/KRYS HARDMAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br />' BORE HOLE DIAMETER _ 2 sru DEPTH DRILLED 35FT DEPTH TO WATER. INITIAL 20_FT_ STATIC ._ 14 ET <br /> CASING TYPE F420 PVC DIAMETER z rN SCHEDULE 40 INTERVAL .,,, 0 FT TO 113 ET <br /> SCREEN TYPE F480 PVC DIAMETER 2 IN SLOT SIZE 0010EN INTERVAL 14 FT TO 34 :r <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL i2 FT TO 34 FT <br /> SURFACE SEAL TYPE 2' BENTONITE—NEAT CEMENT INTERVAL 0FT TO 12 FT <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION <br />' DETAIL (FT) (PPM) LIIWCOUN LOG <br /> 0 S-6' LEAN—FAT CLAY; <17 SNDj >99/ FNSj VH DRY STRNGTH] SLW DL— <br /> TNCYj M TGHNSS, M PLST] M STIFF] DRK YLLW BRN, NPOi N ORG, <br />' 2 MSTj WEAK HCL REACTIONi WEAK CEMENTATION) HTTLD <br /> CL/CH <br /> 4 <br />' <br /> G 7 --—— <br /> 6-6 5/10' LEAN—FAT CLAY, <[Y SND, >99/ FNS, VH DRY STRNGTH, SLW DL— <br /> CL/CH TNCYj M TGHNSS] M PLST] M STIFF] M YLLV BRNj NPO] N ORGI HSTj <br /> 8 N—WEAK HCL REACTION] WEAK CEMENTATION, HTTLD <br />' <br /> 6 5/10-15 5 LEAN CLAY] <I/. SNDj >99/. FNSI H DRY STRNGTH, N—SLW DLTNCYj <br /> M TGHNSS, M PLST, STIFF—M STIFF] LT OLIVE GRY—M vLLW BRN, <br /> 10 NPO] N ORQ MSTi N HCL REACTION] WEAK CZMENTATIONI HOMO <br /> 5 <br /> 12 � CL <br /> 14 <br /> MOT- <br /> 1 = 155 2 ---- <br /> 16 155, 155-165/20' LEAN CLAY) <IA SND] >99% FNS; H DRY STRNGTH] SLW DLTNCY, M <br /> ' 4 — TGHNSS, M PLST; M STIFF] LT OLIVE GRY—M YLLW BRN, NPO, N <br /> CL `� ORGI MST) N HCL REACTION; WEAK CEMENTATION] MTTLDI BLK STAN <br /> 1$ �� 165/20-26' LEAN CLAY] <1/. SNDj >997 FNS] M DRY STRNGTH; SLW DLTNCYj M <br /> TGHNSSI M PLSTi STIFF] GRN BLK; NPO) N ORGI MSTj N HCL REAC- <br /> 20 TION] WEAK CEMENTATION; HOMO. SATURATED] SAND LENSE <br /> 7T <br /> 22 <br /> CL <br /> 24 <br />' 26 20 26-301' WELL GRADED SANDi >957 F—M, M HRDNSS SND] WELL GRDD, <5% <br /> FNS, M DNS, GRN BLK; N ORG, MSTj H HCL REACTION; '.LEAK CEMEN <br /> 28 SW TATIONj HOMO] SILTY CLAY LENS <br />' 30 301-315/35' SILT] <5/ SND] >95/ FNSj L DRY STRNGTH] SLW DLTNCYj L TGH- <br /> 4 ML HSS, N PLST] M STIFF] GRH BLK, N ORG MSTj N HCL REACTION, <br /> 32 4 WEAK CEMENTATION] HOMO; SILTY <br />' 3t5/35-365'POORLY GRADED SAND] >954 SR—R VF, HRD SNDj PRLY GRDII, <5L <br /> FNSI M DNSj GRN SLK) ORQ MSTj N HCL REACTION; WEAK <br /> CAVED 34 CEMENTATION, HO L CLAY LENSES <br /> 3 SP <br /> 13 r/ <br /> - 38 <br /> 40 <br /> — _� PAGE -1_- OF 1 <br />