Laserfiche WebLink
n�.®,�.� 'WELL Bo <br /> RING LOG <br /> PROJECT KOK REALITY LOCATION 2403 WEST NAVY DRIVE STOCKTON CA PROJECT NO W0596 00 <br /> WELL/BORING NO MW SURFACE ELEVATION -__ NS El WELLHEAD ELEVATION NS cT <br /> ' DATE DRILLED 02/27/92 REVIEWED BY GREG P STAHL RG No 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUNES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER - e IN DEPTH DRILLED 3_0 DEPTH TO WATER INITIAL — S3 FT STATIC _ 14 rr <br /> CASING TYPE PVC F4aO DIAMETER _ 2 IN SCHEDULE 40 INTERVAL 0 El <br /> TO 10 FT <br /> ' SCREEN TYPE _PVC E449 DIAMETER - 2 IIJ SLOT SITE 0 010 IN INTERVAL - 10 _FT, TO - 3Q FT <br /> FILTER PACK TYPE LONESTAR #2/12 SAND INTERVAL - s FT TO U EI <br /> SURFACE SEAL TYPE HEAT CEMENT OVER BENTONITE INTERVALo FT TO 8 ET <br /> NOTES - <br /> ' WELL DEPTH PID SAMPLE ID U S G <br /> DETAIL (Fr} (PPM) BLOWCOUNT LOG SOIL DESCRIPTION <br /> 0 0-0 5' CONCRETE <br /> 2 MH 05-3/5' ELASTIC SILT, <10% SA-SR, FN, PRLY GRDD SND, >90% FNS, <br /> L DRY STRNG N-SLW DLTNCY, M TGHNSS. L PLST, DUSKY <br /> 3 YLLW BRN, NPO, ORGANICS, DRY-MST, N NCL REACTION, <br /> 4 WEAK CEMENTATION, HOMO, PYRITE, MICACEOUS <br /> KOK-WW2-SX <br /> 6 30 17 <br /> 17 3/5-11 5/15' ELASTIC SILT, <10% SA-SR, FN, PRLY GRDD SND, >90% FNS, <br /> 8 L-M DRY STRNGTH, SLW DLTNCY, M TGHNSS, L-M PLST, V <br /> MH STIFF, DRK YLLW BRN, NPO, DRY-MST, N HCL REACTION, <br /> - -Ips, WEAK CEMENTATION, HOMO, PYRITE <br /> 10 181 <br /> 1 <br /> = 12 20 <br /> _ 14 <br /> _ 3 10 SP <br /> 16 1 <br /> 25 11 5/15-16 5/20' POORLY GRADED SAND, >90% SA—SR FN—M, PRLY GRDD <br /> ' = SND, <10X FNS, DNS, PALE BRH N-SL PO WET, N HCL <br /> 18 REACTION, WEAK CEMENTATION, HOMO, WATER AT 15' <br /> = 16 5/20-21 5/25 FAT CLAY, <5% SNO, 10% GRVL, >85% FNS, M-H DRY <br /> ' 20 CH CL <br /> 2 STRNGTH, N DLTNCY, M-H TGHNSS, M PLST. V STIFF, M BRN, <br /> 10 <br /> / N-SL PO MST-WET, N HCL REACTION, WEAK CEMENTATION, <br /> 22 t 5 HOMO <br /> 24 \ 21 5/25-26 5/31 5' FAT CLAY, <5% SAND, >95% FNS, M-H DRY STRNGTH, N <br /> ' 3 7 DLTNYLLWCY.BRN,TNPOGMST-WET.NNP HCL REACTION,WEAK CEMENT- <br /> Z6 1 ATION, HOMO <br /> 10 <br /> ' = 28 CH/CL <br /> 30 <br /> 2 10 ,- <br /> 12 <br /> 32RED Cv/ <br /> 34 <br /> 36 GREGORY P. <br /> 5 i I=►.�L <br /> 38 L No. 5023 <br /> 40 �1q <br /> �F OF CAOF <br /> 42 • <br /> ' PAGE t OF � <br />