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e , <br /> w <br /> WATERWORK <br /> WELL/BORING LOG <br /> f PROJECT U CANALLCATIN FONT" <br /> AVENUE.-STM"OK CA PROJECT NO._00148-3 _ <br /> YELL/BORING Na NV-3 SURFACE ELEVATE13N WELLHEAD ELEVATION cT <br /> jj DATE DRILLED 10/19/89 REVIEVED BY 4 LOGGED BY_ROBERT !UNCAL _ <br /> 1 ' DRILLING COMPANY OSTERRERG STEWART T. ULSEN <br /> .� __ DRILLER METHOD HOLLOV_STEM a'.lgER,,,,,,_ <br /> BORE HOLE DIAMETER 8.0 TN DEPTH PULLED—30.0 ET DEPTH TO WATER, INITIAL El STATIC � FT <br /> CASING TYPE PVC P480 DIAMETER _ 20 IN SCHEDULE ^ 40 INTERVAL_ 0 FT TO-_- $ FT <br /> SCREEN TYPE . PVC- _-- DIAMETER --LL—LbL SLOT SIZE—2-1 IN INTERVAL a FT TO 30 elm t <br /> FILTER PACK TYPE HONTE.4EY SAND 03 INTERVAL— 6 FT TO 30 FT <br /> SURFACE SEAL TYPE NFsAT CEMENT/BENTONITE_ INTERVAL 0 FT TO 6 FL x <br /> _ NOTES <br /> I WELL DEPTH PILI SAMPLE ID U-M -SOIL DESCRIPTII]N <br /> DETAIL (FT.) TPH) IMMI LOG <br /> VI Q 0-g' GP, 6DX SUBRND-SUBANG, FN-CRS, HRD, PRLY GRDD GRVL, 407 FNS. NPO { <br /> a GP <br /> 4 HV3A - <br /> i, 3 <br /> A 0 4 9-16' CL/ML i002 FNS L-M DRY STRNGTK SLV-H DLTNCY, M TGHNSS, L-H <br /> $ 5 PLST, M STIFF SLL CRY GRN, SL-N Pp, SL NST-HST, ROOTS 3 <br /> a ; <br /> If — MV38.:' <br /> FsJ iQ <br /> 05 3 NRTEi SL PD a i! FEET <br /> 12 ,�3 ed <br /> 14 kV3D: <br /> � _ 3 <br /> _ 16 G6 16-20' HL 100% FNS, L DRY STRNGTH, H DLTNCY, L TGHNSS, L PLST, SFT, <br /> F = SLT. GRY GRN, S[,-14 Pa WE- <br /> 18 MIL <br /> 20-30' SH, 502 FNS, L DRY STRNGTK M DLTNCY, L 7GHNSS, L PLST, SFT, 507 I <br /> FN-H PRLY=11 SND, GRY, NPD; VCT <br /> = 20 <br /> 0.9 <br /> x = 22 <br /> 24 — <br /> Sm/ML <br /> 26 <br /> 2 B 3 <br /> O\ <br /> 30 ad ¢� tJSSE L -� <br /> bow� L <br /> 32 <br /> CF G1l��p <br /> 36 <br /> 3® <br /> 4C <br /> PAGE OF s <br /> !xs <br />