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t <br /> AWAWA LOQ OF BORWG SW <br /> PROJECT STOCKTON POLICE LOCATION 22 EAST MARKET STREET, STOCKTON CA PROJECT NO. OW0148.02 <br /> DATE DRILLED 14/16/93„„ LOGGED BY T. LUTIERMAN 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 DRILLED 8.5 FT DEPTH TO WATER : IN 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 NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 9.0' FT <br /> COMMENTS: PAGE OF--L- <br /> WELL <br /> FLWELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION J <br /> DETAIL FT. PP1� BLOWCOUHT !OG i <br /> 0-1.5' CONCRETE <br /> i <br /> 2 1.5-2.5' POORLY GRADED SAND; >95% FN-M. SA-SR. PRLY GROD SND; <5% FNS; f <br /> SP M BRN; NPO; MST;.N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 0.0 <br /> 2.5-8.0' LEAN CLAY; <57. FN SND; >95% FNS; M DRY STRNGTH; N DLTNCY; <br /> 4 M TGHNSS: M PLST: DRK YLLW $RN; NPO: MST; WEAK HCL REACTION: <br /> WEAK CEMENTATION; HOMO <br /> 0.0 SP-S83-5.5' <br /> CL <br /> 1i 6 <br /> `. a 0.0 SP-SB3-8.5' 8.0-9.0' FAT CLAY; <5Z FN SND; A5% FN5; H DRY STRNGTH. N OLTNCY; M-H <br /> CH TGHNSS; M PLST; M BRN; NPO; MST; STRNG NCL REACTION; WEAK-M <br /> CEMENTATION; HOMO <br /> 1,0- <br /> -12- <br /> -20- <br /> -22 i <br /> 1fi . <br /> I I <br /> i8 <br /> E <br /> 20 <br /> 22 <br /> i <br /> D GAG` <br /> 2s <br /> GREGORY P. <br /> za i1 STAHL <br /> No. 5023 <br /> �r9lf'OF CRS-EF�¢� -- <br /> —32- <br /> -34- <br /> -36- <br /> -38— <br /> L <br /> 234 3638 <br /> 40 <br />