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PAGE 2 OF 2 <br /> BORING T3-1 <br /> DATE DRILLED <br /> MARCH 10, 2006 <br /> Western Geo-Engineers 1 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 Bill Kishi Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING NONE <br /> WOODWARD Drilling WATER 48 feet <br /> REMARKS HAND AUGER-TIRST 5 FEET DIRECT PUSH CORE WITHLL R D AND-1" <br /> ACRYLIC CORES TO 70 FOOT DEPTH AUGER TO 70 FOOT DEPTH, DIRECT PUSH T <br /> ° o CCD <br /> D <br /> LL Z <br /> LL CORE DESCRIPTION REMARKS <br /> (L P <br /> !L 757- <br /> 1JJ C-1 <br /> C (I) I <br /> 48' 00 Sand, vfn, clay, dk gray (SM-CH) <br /> - <br /> Clay,silty, dk gray (CH-ML) <br /> 52' 53-1 0 0 51 s/sz <br /> No core recovery from 52' - 60' <br /> 56' <br /> 60' 00 Clay,silty, steel gray (CH-ML) <br /> 1625/63 00 Sand vfn clgh dk gray (SM-CH) ' <br /> 64' 00 Sand, fn-crs w/whtgtz, dk gray itS <br /> T3_i 0 d Clay,steel gray w/occ sbrd <br /> 66/665 gravel (CH-ML) <br /> 68' 00 <br /> T3-1 00 <br /> 695/70 <br /> 72' 00 Clay, and - dk gray (CH) <br /> T3-1 00 <br /> 73 5174 00 <br /> 76' T3-1 00 <br /> 765/77 00 <br /> 801- 00 T3-1 0 0 Sandstringers vfn, dk gray (SM) __ _ Water rose to 24' <br /> s1 5/x2 inside drill pipe <br /> water sample <br /> TOTAL DEPTH CORED 82 FT T3-1 78181 <br /> pale 2 of 2 <br />