ARCHIVED REPORTS_XR0009234 - Laserfiche WebLink

Home Browse Search

�AWu� m"AlvAyA"m WELL/BORING LOG PROJECT LAIDLAW CORPORATION LOCATION 1444 TILLIE LEWIS DRIVE STOCKTON CA PROJECT NO W0294 WELL/BORING NO MWS SURFACE ELEVATION NS -FT WELLHEAD ELEVATION NS FT DATE DRILLED 02/27/92 REVIEWED BY GREG P STAHL RG No 5023 LOGGED BY TOM LUTTERMAN DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUNES METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 12 IN DEPTH DRILLED 31 FT DEPTH TO WATER INITIAL 17 FT STATIC 16 FT CASING TYPE PVC FASO DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO __ r11 FT ' SCREEN TYPE PVC FASO - DIAMETER 4 IN SLOT SIZE 0.o1{1 1N INTERVAL 11 _- TO �31 FT FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL 9 -- FT TO 31 FT SURFACE SEAL TYPE CEMENT SLURRY OVER BENTONITE INTERVAL FT TO 9 FT ' NOTES 2 FOOT BENTONITE SEAL OVER SAND WELL DEPTH PID SAMPLE ID U S G SOIL DESCRIPTION DETAIL (FT) (PPW) BLOWCOUNT LOG ' 0 0-55/9' ELASTIC SILT, <5% SND >95%. FNS M DRY STRNGTH N- SLW DLTNCY, M TGHNSS, M PLST, STIFF, DRK YLLW BRN, NPO, DRY-MST, N HCL REACTION, WEAK CEMENTATION, HOMO, 2 MICACEOUS ' MH/CL 4 1 7 10 6 _ 8 5 5/9-15 5/19' LEAN CLAY <10% SA-SR FN PRLY GRDD SND >90% FNS M- 6 H DRY STRNGTH, SLW DLTNCY, M TGHNSS, M-H PLST, ST1FF- 1 0 06 V STIFF OLIVE GRY NPO, MST, N HCL REACTION, M CEMENT- 7 ATION HOMO MICACEOUS 12 CL 14 LL-WW5-15' 1 9 16 18 0 t5 5/19-25 5/29' FAT CLAY <5% SND, >95% FNS, VH DRY STRNGH N DLTNCY, 8 M TGHNSS, M-H PLST, V STIFF, DRK GRN GRY, NPO, WET, 20 N HCL REACTION WEAK CEMENTATION HOMO 22 CH ' = 24 _ 0 15 9 — 26 28 0 6 g SM 25 5/29-30 5/31' SILTY SAND, >75% SA-SR, FN-V FN PRLY GRDD SND, <25% 30 1 FNS N DRY STRNGTH, SLW-R DLTNCY, L TGHNSS L-M PLST, i8 DNS DRK GRN GRY NPO, WET N HCL REACTION, WEAK ' 9 CEMENTATION HOMO, MICACEOUS 32 0 15 CL 30 5/31-32 S' LEAN CLAY, <5% SND, >95% FNS, M-H DRY STRNGTH, N-SLW DLTNCY M TGHNSS, M PLST, V STIFF, DRK GRN GRY NPO, WET 34 N HCL REACTION WEAK CEMENTATION HOMO, M ACEOUS 36 38 G EGORY P 40 iK No. 5023 ' 42 s l9jF 0rat ' PAGE 1 OF 1 i