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r Vim.: �. P. _ <br /> fii �g <br /> n N <br /> I <br /> rs ^tw7 r=w«A3.scar lo; WELL/VW-26 <br /> IVIAK4'OLGGlfS,r.YC. '� <br /> 1 . PAGE Z OF 2 <br /> PROJECT N0. 2260-03 CLIENT: ULTRAMAR, INC. <br /> LOGGED BY: P. A. STUDEMEISTER <br /> DATE DRILLED: 03/28/91 <br /> DRILLING METHOD: HOLLOW STEM AUGER LOCATION: 900 S. CHEROKEE LANE, LODI, CA <br /> DRILLER: WEST HAZMAT DRILLING CORP. HOLE D;'METER: 8" <br /> CASINC TYPE: PVC HOLE DEPTH: 50.5 <br /> _ SLOT SIZE: 0.02" WELL DEPTH: 59.0 <br /> SAND PACK: NO. 3 MONTEREY TYPE SAND WELL DIAMETER; 2" <br /> GAS ANALYZER; P.I.D. (OVM) SCREENED INTERVAL: 59-29 <br /> z <br /> o i <br /> � `� O z <br /> �FW a:< S f- Z O <br /> a Oct � a W �o LiTH � LOGY/RE�v ARKS <br /> =c� '' mGU _j CX <br /> (n^ <br /> L) <br /> U <br /> G <br /> ' V <br /> w n <br /> z Asphatt concrete, 9" thick, and baseroclr, 3" thick. 0 °� <br /> 4 SP SAND (SP), brown, loose, poorly graded sand. v <br /> b — — ___________ <br /> SM SILTY SAND (SM), brown gray to brown—grange, with—sand ° <br /> $ layers, loose. ° <br /> a v <br /> rte` 0 50/50 10 ° <br /> S— 0.5 ° <br /> 12 <br /> �.: 14 <br /> 16 <br /> 18 ° <br /> i . <br /> v <br /> a 40/so 20 S— o.s ° ° <br /> 22 v <br /> 24 ° J <br /> v <br /> v <br /> u 26 <br /> 28 ' <br /> ML _ SANDY SILT M y. 9 Y. 7--j- <br /> 30gy <br /> 0 qg 50 ( L)—with same clo brown—gray, hl <br /> S— 0.5 _ Plastic_grading info and, no noticeable hydrocarbon odor_^__ f <br /> 32 SP SAND IF-P), Poorly graded, brown. <br /> 36 <br /> 38 . <br /> 02260ABI <br />