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--�. LOG OF SoRm m <br /> PROJECT STOCKTON POLICE LOCATION 22 EAST MARKET STREET, STOCKTON CA PROJECT NO DWOtAS02 <br /> . DATE DRILLED 11/16/93 LOGGED BY T LUTTERMAN REVIEWED BY GREG P STAHL RG No 5023 <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER ALEX FLORES METHOD HAND AUGER <br /> BORE HOLE DIAMETER !_1N DEPTH DRILLED 10 FT DEPTH TO WATER INITIAL -- FT STATIC <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO , FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE 1N- INTERVAL -- - -- FT TO FT <br /> FILTER PACK TYPE NA ___ _ INTERVAL FT TO _ FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 105 FT <br /> COMMENTS PAGE?OF <br /> WELL DEPTH PID 5AMFLL 10 U.S C DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-0 5' CONCRETE <br /> 0 5-3 0' POORLY GRADED SAND, >957. FN—M, SA—SR. PRLY GRDD SHO, <5% <br /> 2 SP FHS. M BRN, NPO: MST, N HCL REACTION WEAK CEMENTATION, HOMO <br /> 00 <br /> 3 0-7 5 LEAN CLAY, <5% FN SND. >957. FNS, M DRY STRNGTH, N DLTNCY, <br /> 4 M TGHNSS, M PLST. DRK YLLW BRN. NPO, MST, WEAK HCL REACTION, <br /> 0 0 WEAK CEMENTATION. HOMO <br /> CL <br /> 6 SP—SBI—s' <br /> 8 0 0 7.5-10 S' FAT CLAY <5% FN SND- >95% FNS. H DRY STRNGTH. N DLTNCY, M—H <br /> TGHNSS, M PLST. NPO, MST. STRNG HCL REACTION. WEAK—M CEMENT— <br /> CH ATION, HOMO <br /> 10 3 0 SP—SBI-10• <br /> 12 <br /> 14 <br /> 16 <br /> _18- <br /> -20 <br /> 22 _ <br /> z4 ,��RED GEp�o <br /> 26 GREGORY P. <br /> STAHL <br /> 28 * No. 5023 <br /> 30 sf9T <br /> OF CAL1404 <br /> -32- <br /> 34- <br /> 36 <br /> 23436 <br /> 38 <br /> 40 <br />