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3 <br /> PAGE 1 OF 1 <br /> BORING T24 <br /> DATE DRILLED <br /> 2006 <br /> Western Geo-Engineers 'SAMPLECI TE VAL <br /> BARE HOLE LOG. (WATER <br /> PROJECT ARC PUMP AND WELDING GEOLOGIST SURFACE <br /> III GEORGE CONVERSE ELEVATION <br /> LOCATION 1211 TURNPIKE ROAD DRILLER TOTAL DEPTH 42 FT <br /> _ STOCKTON CALIFORNIA Bill Kishi Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING NONE <br /> WOODWARD Drilling WATER None <br /> REMARKS HAND AUGER FIRST 5 FEET DIRECT H TH 3" DRIL A 1' <br /> ACRYLIC CORES TO 40 FOOT DEPTH AIR MONITORING WITH PID,10 6 EV BUL <br /> LL_ <br /> Z a o <br /> T � CORE DESCRPTION REMARKS <br /> 1-- n- <br /> n- 5 <br /> © ((CE CD <br /> Rock and gravel G <br /> 00 Clay, dk gray/brwn, silty, hard, <br /> 4' 00 no odor CH-ML <br /> 00 Silt, brown-tan, w/clay, no odor -- <br /> ML-CHj . <br /> . g 7 s/9 0 0 Clay, brown-tan, silty, hard, no odor <br /> 00 CH-ML <br /> T2-4 00 <br /> _ 10 s/11 00 Clay, w/gravel, brwn (CL) <br /> 12' 00 Silt, brown, w/clay (ML-CH) — <br /> i24 00 <br /> 16' 15 5/16 00 _ <br /> 0 0 Sand, vfn, silty, w/clay brwn (SM-CL -- - - <br /> T2-4 Sand, fn-md, min silty, brwn M <br /> 20' 195/20 00 Clay. sandy, brwn, - _ - <br /> 00 Sand, vfn, silty, w/clay brwn (SM-CL - - <br /> 225/23 00 Gravel, sandy w/silt, brwn, qtz& i <br /> 24' 2-4 00 met volc sbrd/sban GP-SP1 -r- <br /> s 5/26 00 Sand, and-crs, min silty, brwn, no <br /> T2-4 00 odor SM <br /> 28' 27 5/29 00 Clay, blue gray, moist (CH) <br /> M T2-4 0 0 - <br /> 29 5/30 0 0 ay, sandy, gray, <br /> Sand and-crs dk gry SM 1 <br /> 32'iT2.4 0 0Clay, dk gray (CH) <br /> 325/33 0 O and, fn-crs, w/silt& clay dk gry (S <br /> 36'1 T2-4 00 -Clay, sandy, olive-gray, <br /> 355/36 00 <br /> I T24 <br /> 375/38 0 0 Clay, dk gray, (CH) <br /> • 4 00 TOTAL DEPTH CORED 42 FT <br /> 00 <br /> 411 5142 5 <br /> i <br />