Laserfiche WebLink
PAGE 1 OF 2 <br /> BORING T3-2 <br /> DATE DRILLED <br /> MARCH 20, 2006 <br /> Western Geo-Engineers 'SAMPLE INTERVAL <br /> BORE HOLE LOG YWATER <br /> PROJECT ARC PUMP AND WELDING GEOLOGIST SURFACE <br /> GEORGE CONVERSE ELEVATION <br /> LOCATION 1211 TURNPIKE ROAD DRILLER TOTAL DEPTH 94 FT <br /> STOCKTON CALIFORNIA Craig C <br /> DRILLING CONTRACTOR DEPTH TO CASING NONE <br /> WOODWARD Drilling WATER 29 feet <br /> REMARKS HANDWUDGER FIRST 5 FEET CORE SXMPLE-AND AUGER TO 94 F <br /> AIR MONITORING WITH PID,10 6 EV BULB <br /> - z o 0 <br /> T_ w CD CORE DESCRIPTION REMARKS <br /> E— O_ O = <br /> IL 37 <br /> I _I rrL <br /> C� <br /> Cf) L <br /> Rubble Red brick with rock, gravel, <br /> 00 <br /> 4 00 Clay, dk gray to brown no odor (CH) <br /> 00 Silt, brown-tan, w/clay, no odor <br /> • 8' 00 Hard pan ML-C <br /> 00 Auger with no sampling <br /> 12' from 5' - 20' <br /> 16'- <br /> 20'- 00 Sand, fn-md, brown-reddish <br /> 00 brown SM I <br /> 00 No core from 23 5ft - 24ft <br /> 24' 0 0 Sand, md-crs,grades to vfn clayey <br /> 0amd gray. - <br /> No core from 25 ft- 2 ft <br /> 28 T 2 <br /> ra-2 00 and - r d and gray. M-CH <br /> ♦ 00 Clay, rnd gray, CH <br /> 5/29 00 Sand fn-crs wet and graySM-CH <br /> 32' 00 Cla sand rnd gray, (CH-SM) <br /> 00 Sand, fry-crs, wet and gray (SM-C1-ij_- <br /> 0 0 Clay, and gray,_(CH) _ <br /> 36' 0 0 Clay, dk gray, firm to hard (CH) <br /> 0 0 Clay, silty, dk gray, wet (CH-ML} <br /> 40' 00 Clay, dk gray, firm dry (CH) <br /> 00NQ QQre from 4 - 4 <br /> 00 Clay, dk gray, firm dry (CH) <br /> 44' 00 , <br /> iNo core from 45ft - 48ft TOTAI,DEPTH CORED 94 FT <br /> page I of 2 Cann nued an next <br /> 48' Fabe <br />