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1 i f; 44 7,1 <br /> f� tilt <br /> 4:.. MMay/, j�ECK mc,' WELT. NUMBER SS-MW3 ":: . Page 1 of „1 <br /> A Tetra Tech CompanuyU PROJECT r Stockton Phase III <br /> PROJECT NUMBER 561135042- <br /> SITE <br /> 01135042SITE LOCATION Wash Pad Area <br /> EASTlNG= NORTHING= LOCATION FR Manufacturing, Stockton, CA <br /> GSE 26.8 TOC 26.38 DATUM MSL LOGGED BY C.M. Cochrane <br /> 0 <br /> DEPTH BLOW SAMPLEv WELL <br /> ifti COUNT TYPE a DESCRIPTION COMPLETION <br /> a <br /> co <br /> 0 0 to 35' [MLI: SANDY SILT; light brownish gray(I OYR 6/2), 80-90% silt, <br /> 10-20% very fine sand, very stiff,dry. <br /> 5- <br /> 10- <br /> 6 10 6 <br /> 10 �. <br /> +a <br /> 15 12 ! <br /> k 20 7 <br /> L 25 14 — <br /> 30- <br /> 9 — <br /> i ' 20 <br /> 35 14 <br /> i — 35#0 55' [Sr1A]: SILTY SAND; grayish brown i1 OYR 5/21, 60-90% fine sand <br /> {+ � 10-40% silt;medium dense to dense, moist. <br /> 40- <br /> 15 <br /> 45 19 -. <br /> } <br /> 50 - <br /> 12 <br /> 14 <br /> 55 <br /> 21 —7- <br /> 5 5 <br /> - 55 to 80' [CLI: SILTY CLAY;dark greenish gray (1OGY 411), 70-80% clay <br /> 20-30% silt;stiff to very stiff, moist. <br /> 60— <br /> 60.0 <br /> p 8 <br /> 63.0 <br /> 65 21 / 65.0 <br /> 70 4 /% @ 70' Becomes wet. <br /> 7 <br /> r 75 9 <br /> 80 5 80 to 85' [SM]: SILTY SAND: light gray(I OYR 712), 80-90°x6 fine to coarse sand = <br /> 8 10-20% silt;medium dense, wet. <br /> 85 121 <br /> a5.0 <br /> DRILLING CONTRACTOR Gregg Drilling TOTAL DEPTH BORING ft: 86.0 TOTAL DEPTH WELL ft: 85.0 ji <br /> 4 " <br /> r HOLE DIAMETER 8- REMARKS: <br /> f DRILLING METHOD Auger <br /> f! ,, DRILLING EQUIPMENT M-11 <br /> DRILLING STARTED 8122195 ENDED 812219& <br /> I <br />