Laserfiche WebLink
_ E :. ate <br /> -- , •+ • PAGE 2 of 2 <br /> BORING T3-2 <br /> • ` DATE DRILLED <br /> MARCH 20, 2006 <br /> Western Geo-Engineers 'SAMPLE INTERVAL <br /> WATER <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 HAND AUGER FIRST 5 FEET CORE SAMPLE AND AUGER TO 94 FOOT DEPTH <br /> AIR MONITORING WITH PID,10 6 EV BULB <br /> o c.a <br /> a- <br /> IL <br /> z - o CORE DESCRIPTION REMARKS <br /> ❑ cn 4 � <br /> 48' Clay, dk gray w/ It gray claystn <br /> 0 0 <=�inclusions, no odor(CH) <br /> • 52' 00 <br /> Oo <br /> No core recovery from 53' - 54' <br /> 00 No core recovery from 55' - 56' <br /> 56' 00 Clay,silty, steel gray (CH-ML) <br /> No core recovery from 57' - 61' <br /> 60' <br /> 00 <br /> 00 Sand, vfn-fn, dk gray, no odor (SM) <br /> 64' 0000 -- <br /> 0 0 Clay,steel gray w/occ sbrd <br /> 68, 0 0 gravel, no odor (CH-ML) <br /> 00 Clay,silty, steel gray, no odor (CH-ML <br /> 72' 00 Sand, vfn, tr mica, gray, no odor (SM <br /> 0 0 Clay sandy, vfn, gray, no odor <br /> 00 (CH-SM) <br /> 76' 00 <br /> 00 Clay, and gray, no odor(CH) <br /> 80 <br /> 00 Sand vfn-fn. mica, dk P-ray (SM) - Tried hydropunch <br /> 0 0 Sand vfn-fn, mica, d gray, tr grave __ from 80-83 ft, plu ed <br /> 00 (SMI —.___ <br /> Clay, and gray, no o or <br /> 84' No core recovery from 83' - 84 4'� Tried hydropunch <br /> Clay sandy, vfn, gray, no odor <br /> {CH-SM) from 86-89 ft, plu ged <br /> $$ No core recovery from 86' - 94' <br /> Water rose to 40' <br /> inside drill pipe <br /> 92' water sample <br /> TOTAL DF-PTH CORED 94 FT T3-2 90191 <br /> pa5e 2 of 2 <br />