Laserfiche WebLink
i <br /> WATERWORK <br /> WELL/BORING LOG <br /> '~ PROJECT SMITH CANAL LOCATION FONTANA AVENUE, STOCKTON, CA PROJECT NO. 00148-3 <br /> WELL/BORING NO. SB-2 SURFACE ELEVATION ___ _ FT WELLHEAD ELEVATION . <br /> FT <br /> DATE DRILLED 10/18/89 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING. COMPANY OSTERBERG 8 STEWART DRILLER T• OLSEN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 16 FT DEPTH TO WATER. INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER . IN SLOT SIZE 1N INTERVAL ._ FT TO FT <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONTTE INTERVAL FT TO FT <br /> =` NOTES <br /> WELL DEPTH PID SAMPLE ID U.S.G. <br /> DETAIL (FT.) (PPM) LOWCOUN LOG SOIL DESCRIPTION <br /> O 0-11 CL, 1007 FNS, M DRY STRNGTH, SLV DLTNCY, M TGHNSS, H PLST, STIFF, <br /> ., SLT, GRY/BLK, NPO, SL MST, ROOTS <br /> 2 <br /> 4 SB2A <br /> f� 0 <br /> 6 CL <br /> 10 SB2B <br /> 10 11-16' CL/ML, l00% FNS, L-M DRY STRNGTH, SLV-M DLTNCY, M TGHNSS, L-M <br /> PLST, M STIFF, SLT, GRY GRN, SL-M Pp, SL MST-MST, ROOTS <br /> 12 <br /> CL/ML <br /> 14 SB2C <br /> 3 <br /> 16 s <br /> 18 <br /> 20 <br /> �- 22 <br /> 24 <br /> 26 <br /> 30 <br /> 32 <br /> 43638 34 - <br /> 36 - <br /> 38 <br /> 40 <br /> PAGE L.= <br />