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k <br /> r 263 you r e��w au.ssrc,or WELL/VW-26 <br /> �� SC9ns vN.:.Ev,G a5C66 wo.s I,a„v.n„ <br /> NOLCCI£S, l.YC. ,.r i - <br /> �' PACE 1 OF 2 <br /> PROJECT N0, 2260-03 CLIENT: ULTRAMAR, INC. <br /> LOGGED BY: P. A. STUDEHEISTER DATE DRILLED: 03/28/91 <br /> DRILLING METHOD: HOLLOW STEM AUGER LOCATION: 900 S. CHEROKEE LANE, LODI, CA r <br /> DRILLER: WEST HAZNIAT DRILLING CORP. HOLE DIAMETER: 8" <br /> CASING TYPE: FVC HOLE DEPTH: 60,5 <br /> SLOT SIZE: 0.02" WELL DEPTH: 59.0 <br /> SAND PACK: NO. 3 MONTEREY TYPE SAND WELL DIAMETER: 2" <br /> GAS ANALYZER: P.J.D. (pVM) SCREENED INTERVAL: 5C-29 <br /> z <br /> z —_ <br /> O is <br /> E 0z az W wo L(T -OOLOGY/RE9ARKS - <br /> iu �z m a� �Vz <br /> I"+ O a 3+n <br /> Q N o <br /> t i V <br /> sta <br /> a <br /> _ 2 Asphalt concrete, 9" thick, and baserock, 3" thick. ° <br /> v v <br /> SP SAND (SP), brown, loose. Poorly graded sand. ° <br /> SILTY SAND (SM), brown gray to brown-orange, wifh sand ° I <br /> i3 layers, loose. ° <br /> v 4 , <br /> ,. 0 50/SLI <br /> S' 0.5 <br /> -0f 12 a <br /> lTl <br /> 14 ° k <br /> v v <br /> {.. <br /> 16 <br /> l$ v <br /> 1 0 40/50 20S_ 0.5 ° a <br /> 22 <br /> t., 24 ° <br /> v <br /> 26 <br /> 28 i <br /> 3a ML ^` SANDY SILT (ML) wish same day, brown-gray, slightly <br /> t T' <br /> g - <br /> 0 45/50 S_ C.5 �losfie, gradin info_spnd,_no-nollceoble--hydrocarbon-odor.-- --- -- -- ---- -- <br /> 32 SP SAND (SP), poorly graded, brown, , <br /> k•+ <br /> 34 F <br /> 3 G- <br /> r.w 38 Qj260Af31 - <br />