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1 ` <br /> WATERWORK <br /> E� WELL/BORING LOG <br /> L PROJECT SHM- CANAL L3CATION FONTANA AVER"E. STLICLCTIPL CA <br /> PROJECT NO.—M48-3 , <br /> L,w DELL/BORING Na "I SURFACE ELEVATION FT WELLHEAD ELEVATION FT E <br /> DATE DRILLED 10/17/09REVIEWED BY RUSSELL JANCAL RQM64 , LOGGED BY ROBERT JUNCAL <br /> ImLLING COMPANYT B T ART DRILLER L QUEY METHOD WQ•LDV STEN AUGER <br /> BORE HOLE DIAMETER 8,0 IN DEPTH DRILLED L6 FT DEPTH TQ WATER, INITIAL FT STATIC -- FT <br /> CASING TYPE DIAMETER ._ IN SCHEDULE INTERVAL. FT TO FT <br /> SCREEN TYPE DIAMETER IN SLAT SIZE !N INTERVAL. FT TO - Y FT <br /> FILTER PACK TYPE INTERVAL FT TO._ FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BE.NTDNITE- — INTERVAL FT TO--- FT <br /> LVOTES <br /> WELL DEPTH PID smR.E ID USIs SOO DESCRIPrMN <br /> DETAIL (FTS (PPH) BLOWCMM LOG <br /> 0 0-6' ASPHALT , <br /> Gp RDAD BASE GP; 50% SUBRND, N-CRS PRLY GRAD GRVL, 807 SUSRND, FN- <br /> CRS, PRLY Gx4DD SNA BRIE A HST, NPO <br /> 2 - <br /> 2-10' CL, ID07 FNS H DRY STRNGTFL SLV DL7NCY,H TGHNSS, H PLST, STIFF, <br /> L:T E SLT, GRY/P-Y- SL Fa SL HST <br /> _ 4 <br /> 0 SB1A <br /> pa 3 <br /> 6 b <br /> 7 CL <br /> I:6 591B�} <br /> :3 10 1 <br /> 0 4W-16' ML L00% FNS, L DRY STRNGTH, A DLTNCY, L TGHNSS, L PLST, SFT, <br /> 12 SLT, GRY GRN.NPU, VET <br /> ' <br /> F:CL�/�144L � k <br /> 14 SDfC�' a.*, 3 ell <br /> , <br /> 43 6 � <br /> 16 II__ <br /> 18 <br /> YJ <br /> 22 <br /> —24 — G�o`oc <br /> 26 -a USS LL �. <br /> UN <br /> e 30 <br /> OF C1;0��' <br /> Cv 32 <br /> 34 <br /> ?� 36 <br /> i <br /> 40 <br /> PAGE OF <br />