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-- Arm LOG OF BCG SB2 <br /> PROJECT STOCKTON POLICE LOCATION 22 EAST MARKET STREET, STOCKTON CA PROJECT NO 0W0148 02 <br /> DATE DRILLED 11116193 LOGGED DY 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 4 IN DEPTH DRILLED1 t Er DEPTH TO WATER INITIAL -' FT STATIC -- _ El <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL _ _ _ FT TO FT <br /> SCREEN TYPE DIAMETER - IN SLOT SIZE _ IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA - _ _ INTERVAL _ FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL — - -0 FT TO 115 FT <br /> COMMENTS PAGE I OF? <br /> WELL DEPTH PID SAMPLE lu U S C. DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-0 5' CONCRETE <br /> 0 5-3 0' POORLY GRADED SAND, >95% TN-Ll SA-SR, PRLY GRDD SND, <5.7. FNS <br /> 2 220 SP M BRH, STRNG PC, MST. N NCL REACTION, WEAK CEMENTATION, HOMO <br /> 30-70, LEAN CLAY. <5% FN SND, >95X FNS, M DRY STRNGTH, N DLTNCY, m <br /> 4 TGHNSS. M PLST DRK YLLW BRN, STRNG PO: LIST, WEAK HCL REACTION. <br /> 1100 SP-SB2-5' WEAK CEMENTATION. HOMO <br /> CL <br /> 6 <br /> 1250 7o-go, FAT CLAY, <5R FN SND, >95% FNS. H DRY STRNGTH. N DLTNCY M-H <br /> 8 CH TGHNSS, M PLST. M BRN, SL-M PO, MST, STRNG HCL REACTION, WEAK- <br /> 35 M CEMENTATION, HOMO <br /> 15 90-115' LEAN CLAY. <5X FN 5ND. >95% FNS M DRY STRNGTH N DLTNCY. M <br /> 10 TGHNSS, M PLST, DIRK YLLW SRN, N-SL P0. MST, WEAK HCL REACTION, <br /> CL WEAK CEMENTATION, HOMO <br /> 0 SP-SB2-11' <br /> 12 <br /> 14 <br /> 16 <br /> 18 <br /> 20 <br /> 22 <br /> —24- <br /> - <br /> 4 <br /> GREGORY P. <br /> 26 <br /> No. 5023 <br /> -28- <br /> - <br /> 8 <br /> qlf OF CAL%i <br /> -30- <br /> -32- <br /> -34- <br /> -36 34 <br /> 36 <br /> 38 <br /> 40 <br />