Laserfiche WebLink
s <br /> a � <br /> 1� PAGE 1 OF 1 <br /> d <br /> BORING T2-5 <br /> DATE DRILLED <br /> MARCH 9, 2006 <br /> Western Geo-Engineers 'SAMPLE INTERVAL <br /> BORE HOLE LOG ►WATER <br /> PROJECT ARC PUMP AND WELDING GEOLOGIST SURFACE <br /> GEORGE CONVERSE ELEVATION <br /> LOCATION 1211 TURNPIKE ROAD DRILLER TOTAL DEPTH 40 FT <br /> STOCKTON CALIFORNIA Bill Kishi Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING NONE <br /> WOODWARD Drilling WATER 30 5 <br /> REMARKS HAND AUGER FIRST 5 FEET T PUSH WITH 3"DRILL ROD A 1 ' <br /> ACRYLIC CORES TO 40 FOOT DEPTH AIR MONITORING WITH PID,10 6 EV BUL <br /> z o <br /> Lv J <br /> T ; CORE DESCRIPTION REMARKS <br /> a- <br /> _ <br /> 0- > IL <br /> DCE <br /> � CD <br /> Concrete <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-CH <br /> 8' 0 0 Clay, brown-tan, silty, hard, no odor <br /> 9 5/10 O 0 CH-ML <br /> 9 SI1 <br /> 12' 0 0 Silt, brown, w/clay (ML-CH) <br /> T2-5 00 <br /> 145/15 <br /> 16'— 00 <br /> 00 <br /> 00 Sand, vfn, silty, w/clay brwn (SM-CL) - - <br /> T2-5 00 <br /> 20' 195/20 - <br /> T2-5 00 Gravel, sandy w/silt, brwn, qtz & a <br /> T2-5 2 00 met vole, sbrd/sbang (GP-SP) # <br /> 24' 23 5/24 00 - <br /> U-5 00 Sand, fn, mod srt, brwn, no <br /> 255/26 00 odor SM <br /> 28' 00 Clay, and gray, moist (CH) <br /> 295/30 0 ay, sandy, gray, - <br /> Sand fn-md brwn SM <br /> 32' T2-5 0 0 Clay, and gray (CH) <br /> 325/33 0 0 Sand, fn-md, brwn (SM <br /> 36' T2-5 00 C • ((CCHHS� I <br /> 35 5/36 00 _Sand, fn-md, br`wn, wet SM <br /> 0 0 Clay, dk gray, (CH) <br /> 40' T2-5 00 <br /> 395/40 <br /> • TOTAL DEPTH CORED 40 FT <br />