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1 <br /> WATERWORK <br /> 10 WELLJBORING LOG <br />' PROJECT igii comPANY LOCATION 757 EAST 11TH STREET,TR�GY. CA PROJECT NO - 20169-1 <br /> WELL/BORING NO. 3-3 SURFACE ELEVATION FT WELLHEAD ELEVATION rT <br /> DATE DRILLED 1/18/90 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY E TAYLOR <br /> DRILLING COMPANY ASTERS RG AND STEWART' DRILLER T OLSEN <br /> METHOD HOLLOW STEM AUGER <br />' <br /> BORE HOLE DIAMETER 7.25 IN DEPTH DRILLED 7 FT DEPTH TO WATER INITIAL Er STATIC :r <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL_ FT TO FT <br /> SCREEN TYPE DIAMETER ___SIL SLOT SIZE IN INTERVAL --- FT- <br /> TQ — FI. <br /> FILTER PACK TYPE INTERVAL FT TO FT <br />' SURFACE SEAL TYPE INTERVAL FT TO FT <br /> NOTES BORING ARANI3ONEI1 V/BENTONITE GROUT <br /> WELL DEPTH PID! SAMPLE ID U.S G SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOWCOUN LOG <br /> 0 0-1' ASPHALT AND BASE ROCK <br /> ASPHALT 1-3' LEAN CLAY, IOO.4 FNS, H DRY STRNGTH. N DLTNCY, M TGHNSS. M PLST, <br />' SFT, NPO, MST, HOMO, OLIVE GRY (SY 3/2) <br /> 2 CL <br /> 3-7' ELASTIC SILT, 100% FNS, M DRY STRNGTH, SLV DLTNCY, L TGHNSS, L <br /> PLST, SFT, NFO, HST, HOMO, M YLLW BRN (IOYR 5/4) <br /> 3 MH <br /> 6 4 <br /> 4 <br /> 4 <br /> 10 <br /> 12 <br />' 14 <br /> 16 <br />' 1$ <br /> 20 <br />' 22 <br />' 24 <br /> 25 p�ct3 GE�rO <br /> 28 <br /> RUSSELL W <br /> 30 JUNCAl,. I <br />' 32 No 3364 <br /> 34 9 F 0 <br /> 36 <br /> 38 <br /> 40 <br /> PAGE OF 1 <br />