Laserfiche WebLink
CombnaEnvemnmen! ITechrvohW.I"c BORINGIWELL LOG <br /> 270 Perions Street <br /> Sonoma,Cahfomm 95476 <br /> Telephone (707)935-4850 <br /> Fax. 1707)935-6649 <br /> .CLIENT NAME Shell Olt Products US 130RIN(i1WELL NAME 11-2 <br /> JOBISITE NAME Sher-branded Senke 618100 DRILLING STARTED <br /> LOCATION 1160 West Y Avenue Manteca CA DRILLING COMPLETED <br /> PROJECT NWBER 1680 WELL DEVELAPMtENT DATE(YIELD NA <br /> DRILLER Gram Drill1rin GROUND SURFACE ELEVATION 29 0 above►nal <br /> [)y4LLJNG METHOD Hvdrau(ic Dusk _ TOP OF CASING ELEVATION Nat Sarva <br /> BORING DIAMETER 1 XC SCREENED INTERVAL NA <br /> LOGGED BY Anne Wettstone DEPTH TO WATER(First EnoauMere 18 3 ft <br /> REVIEWED BY J N22!1 RG 6927 DEPTH TO WATER(Static) NA <br /> REMARKS <br /> 9z ' v S LITHOLOGIC DESCRIPTION WELL WaRAM <br /> g 04 <br /> GM 811tv satift Q=1(G ),black( 2 5/1). <br /> 5%day. %silt,3o%an 10 coarse sand.45%firse 2.3 <br /> sime AND ,bbick V.SYR 2171F mist 5%day. <br /> 359 silt,6 fine sand. <br /> 2D B-2-5 5' 5 5'-grayish brown(2 5Y S%5%day.20%SK 75% <br /> fine to mediurn sand. <br /> 5M <br /> 17 B-2-1 0.5 1 Q 19-very dark grayish brown(5Y 31211,15%311%85% <br /> fine to medium sand <br /> Portland Type <br /> bit <br /> 145 <br /> 1 SW Nandi black(5Y 511);moist;5%silt.95%tine to <br /> 283 B-2-155 . •• coarse sand 18.0 <br /> SIM SAND(SM).b18dc(SY 511 r wet.25%s81.75% 391-1 <br /> fine to coarse sand <br /> SM a 1 T-alive gray(5Y 412k 4o%an 6o%fine sand <br /> 19.2 <br /> ML Clevev Silty SAND(MLX alive gray(5Y 512).moist; 2D2 <br /> 138 8-2-2 0 5' 15%clay.35%sib,5 fine to medium sand,with dark <br /> SP SAND darts grayl(0 iR r moist;5 silt,95 Z1.5 <br /> medila:ly,70 <br /> urse sand <br /> ML C yellowish 10YR 514), st; <br /> g sOL 10%tine sand.msdlum plast(dty;With <br /> dant vellowish 10YR 418 mominm 245 <br /> 69 8-2-2 4 5- 25 SAND(SP1,dark gray (7 5YR 412),wet,5%Sift 95% 25-0 Botborn of <br /> ro coarse sand Boring @ 25 tt <br /> S <br /> PAGE-f Or <br /> r <br />