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PAGE 1 OF 2 � <br /> BORING T3-1 <br /> � DATE DRILLED <br /> Western Geo-Engineers MARCH 10, 2006 <br /> 'SAMPLE INTERVAL <br /> WATE R <br /> PROJECT ARC PUMP AND WELDING GEOLOGIST SURFACE <br /> GEORGE CONVERSE ELEVATION <br /> LOCATION 1211 TURNPIKE ROAD DRILLER TOTAL DEPTH 82 FT <br /> STOCKTON CALIFORNIA Bili Kish► Jr <br /> DRILLING CONTRACTOR DEPTH TOCASING NONE <br /> WOODWARD DrillingWATER 48 feet <br /> REMARKS HA7qD--AU(3ERF1RST5 FEET DIRECTPUSH RE WITH ' DRILL ROD AN 1" <br /> ACRYLIC CORES TO 70 FOOT DEPTH AUGER TO 70 FOOT DEPTH, DIRECT PUSH T <br /> R <br /> O Of <br /> L Z � O <br /> T -i o CORE DESCRIPTION REMARKS <br /> LL r <br /> I-n T <br /> CG <br /> IL lY <br /> Rubble Red brick with rock, gravel, <br /> 00 <br /> 4° 0 0 Clay, brown, silty, hard, tree root, <br /> D 0 no odorC( H-ML)) <br /> Silt, brown-tan, belay, no odor <br /> • g 00 (ML-CHS <br /> 00 Drilled with 3" solid flight augers <br /> 12' from 5' - 20' <br /> 16' <br /> 20' 07 CIay, silty and gray w/than sandy lense -- <br /> 0 5 red oxidation streaks(CH-SM) <br /> 24'-1235/24 0 7 Sand, vfn, grades to sandy gravel, sl] <br /> 255/26 03 ---- <br /> 0 2 Clay, ind gray, grades to olive <br /> 28' 02 wet(CH) <br /> T3-1 <br /> 29 5130 25 <br /> 32' T3-1 19 Trace pet odor 32 5/33 14 <br /> 02 <br /> 36'0T3-1 02 <br /> 355/36 01 <br /> T3-1 04 <br /> 40' <br /> T3-1 5 <br /> 04 Clay, dk gray, firm to hard (CH) <br /> T3-1 <br /> 41 5/42 00 <br /> 0 T3-1 00 <br /> 44' 43 5/44 00 <br /> 00 <br /> T3-1 lay, dk gray, slty, firm to hardfCHM TOTAL DEPTH CORED 82 FT <br /> V48' 47 5/48 00 Fracture at 47 full o water Pa,Iof 2 Continued on next <br /> pa3e <br />