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�r <br /> PAGE 1 OF 1 <br /> BORING T2-1 <br /> DATE DRILLED <br /> Western Geo-Engineers MARCH 8, 2406 <br /> 'SAMPLE INTERVAL <br /> BORE HOLE LOG •WATER <br /> PROJECT ARC PUMP AND WELDINCT 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 feet <br /> REMARKS HAND AUGER FIRST 5 FEET DIRECT PUSH OR WITH 3" RI L R A 1" <br /> ACRYLIC CORES TO 40 FOOT DEPTH AIR MONITORING WITH PID,10 6 EV BULB <br /> C <br /> 0 <br /> T _j o CORE DESCRPTION REMARKS <br /> r- 0- _ <br /> a- <br /> oCD <br /> Rubble Red brick with rock, gravel, <br /> " <br /> 00 concrete <br /> 4' 00 <br /> 00 Silt, brown-tan, w/clay, no odor _ — <br /> (ML-CH) / <br /> g. 00 Clay, brown- tan, silty, hard, no odor <br /> T2- <br /> 00 (CH-ML) <br /> 10 75/10 sI� Clay, gray, silty, thin bedding planes, <br /> 12' T2-1 5 _ <br /> 2 7snz 120 Silt, brown, w/clay, pet odor _ <br /> 1275/13 120 ML-CH <br /> 16'I -11 5 /16 2 145 Sand, silty, clayey, vfn-fn, pet odor _ <br /> T2-1 23 SM-SC <br /> 175/18 a sit rwn w o lve tint <br /> 35 - <br /> 2O Sand, vfn, grades to fn/med, with occ <br /> ■ 21 75/22 2g clay silt lenses dk grgy (SM-ML) <br /> 13 Clay, silty w/ gravel, and gray - - <br /> 24'■ T2-1 15 w/red oxidation streaks(CH-ML) -2575/26 12 Sand, vfn, grades to sandy gravel, sil <br /> 21' 7 and gray SM-GP <br /> T2-1 8 5 Cla , dk ra , wet CH <br /> 295/30 12 Sand, fn-md micaceous, dk gray <br /> T2-1 <br /> 32 311 75/32 12 (SM <br /> SM-SC <br /> Sand, n c ayey, rwn -SC <br /> 12 Cla dk ra wet CH <br /> 36' 35 7 15136 � 5 San n-m micaceous, dk gray <br /> 35 7 SM-SC <br /> T2-1 0 1 (� <br /> 377 5/38 Cla silt brwn CH-ML <br /> 40' T2-1 01 Clay, dk gray, (CH) <br /> 39 75/40 <br /> TOTAL DEPTH CORED 40 FT <br /> 3 <br /> i <br />