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-- Pr:► ,� LAG of BOMG see <br /> PROJECT STOCKTON POLICE LOCATION 22--EAST MARKET STREET, STOCKTON CA PROJECT NO. OWO148.02 <br /> DATE DRILLED 11/16/93 LOGGED BY T. LUTTERMAN REVIEWED BY GREG P. STAHL RG No_ 5023 <br /> DRILLING COMPANY RESHA INDUSTRIES DRILLER ALEX FLORES METHOD HAND AUGER -- <br /> BORE HOLE DIAMETER 4 IN DEPTH DRILLED 11 FT DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER -- IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE --HA -- - - INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL _ 0 IEL TO 11.5 FT <br /> COMMENTS: PAGE OF <br /> WELL DEPTH PID U.S.C. DESCRIPTION <br /> DETAIL FT. PPAI SLOWCOUNT LOG <br /> 0-0.5' CONCRETE <br /> 2 220 SP <br /> 0.3-3.0' POORLY GRADED SAND; >95% FN-M, SA-SR, PRLY GRDD SND; <5S FNS; <br /> M BRN; STRNG PO; MST; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 3.0-7.0' LEAN CLAY; <5% FN SND; >95% FNS; M DRY STRNGTH; N DLTNCY; M <br /> 4 TGHNSS; M PLST; DRK YLLW BRN; STRNG PO; MST; WEAK HCL REACTION; <br /> 1100 SP-S82-5' WEAK CEMENTATION; HOMO <br /> CL <br /> 6 <br /> 1250 7.0-9.0' FAT CLAY; <5% FN SND; >95X FNS: H DRY STRNGTH; N DLTNCY; M-H <br /> TGHNSS; M PLST; M SRN; SL-M PO; MST; STRNG HCL REACTION; WEAK- <br /> - 8 - <br /> 35 CH M CEMENTATION; HOMO <br /> - <br /> 15 9.0-11.5' LEAN CLAY; <5% FN SND; >95% FNS; M DRY STRNGTH; N DLTNCY; M <br /> 10 TGHNSS; M PLST; DRK YLLW BRN; N--SL P0; MST; WEAK HCL REACTION; <br /> CL WEAK CEMENTATION: HOMO <br /> 0 SP-SB2-11' <br /> 1x <br /> 14 <br /> i6 <br /> 18 <br /> 20 <br /> -22- <br /> 2 <br /> 2 2 <br /> GREGORY P. <br /> 26 STEL <br /> No. 5023 <br /> 28 <br /> qjF OF CAl1F�Qa <br /> _30- <br /> -32 <br /> -34- <br /> _36- <br /> _38- <br /> - <br /> 38 <br /> 40 <br />