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<br /> BORING T3-4
<br /> ` DATE DRILLED
<br /> MARCH 23, 2006
<br /> Western Geo-Engineers 'SAMPLE INTERVAL
<br /> BORE HOLE LOG T WATER
<br /> PROJECT ARC PUMP AND WELDING GEOLOGIST SURFACE
<br /> GEORGE CONVERSE ELEVATION
<br /> LOCATION 1211 TURNPIKE ROAD DRILLER TOTAL DEPTH 51 FT
<br /> STOCKTON CALIFORNIA Craig C
<br /> DRILLING CONTRACTOR DEPTH TO CASING NONE
<br /> WOODWARD Drilling WATER 29 5 feet
<br /> REMARKS HAND AUGER FIRST 5 FEET DIRECT PUSH CORE WITH 3" DRILL ROD AND 1"
<br /> ACRYLIC CORES TO 51 FOOT DEPTH AIR MONITORING WITH PID,10 6 EV BULB
<br /> CD
<br /> ^ p Cr
<br /> L� z a-
<br /> Hi
<br /> o CORE DESCRIPTION = REMARKS
<br /> Li
<br /> ❑ cn n
<br /> 00 Clay, dk gray to brown no odor (CH)
<br /> 4' 0 0 Silt, brown-tan, w/clay, no odor
<br /> 0 0 Hard pan (ML-CH)
<br /> 8'
<br /> is No cores from 5' - 24'
<br /> 12'
<br /> 16'
<br /> 26'
<br /> 24'■T3-4 0 0 Clay, silty, brwn, dry (CH-ML)
<br /> 24/245 00
<br /> T3-4 0 0 Sand, vfn-fn, dry brwn, no odor (SM)___
<br /> 28' 27,5/28 00 CIay, silty, brwn, dry (CH-ML)
<br /> • 29 5/34 00 Sand, vfn-fn, silty, gry, no odor, wet - - -
<br /> T3-4 00 bottom 2 inches (SM)
<br /> 32' 31 5/32 0Clay, silty, gray' -
<br /> T3-4 0 0 Clay, gray, firm, dry, (CH)
<br /> 36' 345/35 00
<br /> T3-4 00 Clay, silty, gray, (CH-ML) _
<br /> 40
<br /> 375/38 00 Clay, gray, firm, dry, (CH) ,
<br /> T3-4
<br /> 405/41 00 Slltstn Inclusions
<br /> 00 Silt, clayey, dk gray, mod odor
<br /> • 44' T3-3 0 0 (CH-ML)
<br /> 44/445 y
<br /> Cla firm dry, (CH) ---
<br /> T3-3 00
<br /> � gray, >
<br /> 46 5/470 0 white hard inclusions o
<br /> 48' T3-3 —
<br /> 47/48 0 —
<br /> Silt, d gray, wet, no odor(ML) —
<br /> n O ——'- TOTAL DEPTH CORED 51 FT
<br /> 50' T3-3 00 Clay, gray, firm, dry, (CH) — PT6e`of 1
<br /> 505151
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