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i <br /> WATER WORK <br /> �WE�LL/WO�RIN�GLOG ������ <br /> PROJECT LOCATION 757 EAST 111H STREET, TUCY. CA _-._.._ PROJECT NG -20169-1, <br /> WELL/BORING NO. 9-4 SURFACE ELEVATION El WELLHEAD ELEVAT113N cT <br /> DATE DRILLED L/18/90 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY E TAYLDR <br /> DRILLING COMPANY OSTERBERG AND STEWART DRILLER T OLSEN METHOD .H[36LDW STEM AUGER _ <br />' BORE H❑LE DIAMETER —7.25 IN DEPTH DRILLED 7 FT DEPTH TO WATER. INITIAL -- - FT STATIC __. FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL_._.. FT TO _ FT <br /> SCREEN TYPE DIAMETER _ fN SLOT SIZE EN INTERVAL FT TO FT <br />' <br /> FILTER PACK TYPE INTERVAL FrT TO FT <br /> SURFACE SEAL TYPE INTERVAL, FT TO FT <br /> NOTES BORING ABANDONED V/BENTONITE GROUT <br /> WELL DEPTH PID SAMPLE ID U.S.G.' SOIL DESCRIPTION DETAIL (FT)) (PPM) LOWCOU LOO <br /> 0 0-1' ASPHALT AND BASE RUCK <br />' ASPHALT 1-3' LEAN CLAY, 1004 FNS, H DRY STRNGTK N DLTNCY, M TGHNSt M PLST, <br /> SFT, NPO, MST, HOMO, OLIVE CRY <5Y 3/2) <br /> 3-7' ELASTIC SILT, L00% FMS, M DRY STRNGTH, SLV DLTNCY, L TGHNSS, L <br />' 4 PLST, SFT, NPO, MST, HOMO, M YLLW BRN <10YR 5/43 <br /> MH <br /> 3 <br /> 5 <br />' 4 <br /> e <br /> 1Q <br />' 14 <br /> 16 <br />' 18 <br /> 20 p,;~D GC��� <br /> 22 f RUSSELL w <br /> 24 JUNCAL f <br /> No 3864 <br /> 26 <br /> 28 OF CLIA <br />' 30 <br /> 32 <br />' 34 <br /> 36 <br /> 38 <br />' 4Q <br /> PAGE_1_ ilF z <br />