Laserfiche WebLink
411 <br /> Fig <br /> WATER WORK <br /> �� `�`�`„�`�`�► <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LI3CATMN FONTANA A!O MUF EIMT(H. CA PROJECT NO. 00146-3 - <br /> 'BELL/BORING NO, HV-L SURFACE ELEVATION WELLHEAD ELEVATMN El <br /> DATE DRILLED 10(17/89 _ REVIEVED BY RUSSELL JUNCAL�R W64 LOGGED BY EIPERT JUNCAL <br /> DRILLING COMPANY CSTERBERG N STEWART DRILLER T. I-Ml - METF13D KXLWSTS A!UR <br /> BORE HDLC DIAMETER,RA IN DEPTH DRILLED 30.0 Fr DEPTH TO WATER, INITIAL i6 FT STATIC FT <br /> CASING TYPE PVC F460 DIAMETER P-0 IN SCHEDULE 40 INTERVAL-- 0 FT TO - 9 FT <br /> SCREEN TYPE PvQ DIAMETER 2,U IF! SLOT SIZE _. IN INTERVAL B FT TO __ 29 FT <br /> FILTER PACK TYPE M6MTEREY SAND #3 INTERVAL 6 FT TO 29 FT <br /> I SURFACE SEAL TYPE NEAT CEN.ENT/BENTONITEINTERVAL. ---0 - FT TO <br /> NOTES a <br /> YELL DEPTH PID AMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FTJ (PPW BLgVCOUNI LOG <br /> a <br /> 0-6' ASPHALT - <br /> 0 <br /> - 6'-2' ROAD BASE GP, 50% SUSRNA M-CRS PRLY GRDD GRVL, 507. SUBAND, FN- <br /> 2GP CRS, PRLY GRDD SNA BRM, SL MST, NPO <br /> I'I 2-6, SL, IMY GRY MS. SL Y SSLNMGTK ST SLV DLTNCY, M TGHNSS, H PLST, STIFF, <br /> . - 4 MV1A . . <br /> 2 CL <br /> A.F.7 D 3 <br /> � <br /> 6-20' CL/ML. ID.1'L FNS, L-M DRY STRNGTA SLV-M DLTNCY, N TGHNSS L-M:4 G 5 PLST,F1 STIFF, SLT, CRY GRN, NPQ SL MST-MST, ROOTS <br /> — B Muk9 <br /> 3 <br /> 6 L NOTE, SEWER ODER,AT 15 FEET` <br /> 12 CLIML <br /> _ 14 <br /> pp� — 16 u 5 <br /> HV1D 20-24'ML. IDOX FNS, L DRY STRNGTH.H DLTNCY, L TGHNSS, L PLST, SFT, <br /> 3 <br /> 0 SLT GRY GRN NPO WET <br /> r <br /> 22 ' M. <br /> 24 24-30'SM, 50L FNS L DRY STRNGTK M DLTNCY, L TGKNSS 1. PLST,SFT. 50% <br /> 0 FN-M PRLY GRDD SNA GRY, NP0. VET <br /> = 26 <br /> a — 28 sM/ML <br /> RED GF <br /> t <br /> 30 <br /> s SSE LN� <br /> r d QVC � _- <br /> ' i 34 <br /> 36 <br /> 38 <br /> CA <br /> 40 <br /> PAGE OFA <br />