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TLRA TECH BORING LOS `./ <br /> BORING I.D. NO. HP-2 Page ► of ► <br /> CLIENT Division State Architect T.C. 0099-01 LOCATION CASTLE ROCK F.F.S. DATE 02/03/95 <br /> DRILL METHOD Hollow Stem Auger AUGER DIAMETER 8 inches FIELD GEOLOGIST PHIL SKORGE <br /> X= m I-- W z <br /> Q a m o c a < O ? GEOLOGIC DESCRIPTION <br /> cn <br /> �sv <br /> Oo . GW ASPHALT. <br /> D.- p' GRAVEL- MOTTLED BROWN (7.5YR5/2) AND GREY (10YR5/1), 10% FINE SAND, <br /> c POORLY SORTED FINE TO COARSE GRAVEL, VERY DENSE, MOIST. <br /> p <br /> 5 D. .o <br /> • .o <br /> '.O p <br /> 28 4.5 .o <br /> 28 <br /> 38 : GROUND WATER @ 9.0' <br /> 10 <br /> �r <br /> TO @ 14.0';ORILLED TO 9', COLLECTED SOIL SAMPLE, HYDROPUNCHED TO 14', <br /> 15 COLLECTED GROUNDWATER SAMPLE, TERMINATED BORING, BACKFILLED WITH <br /> ( CONCRETE SLURRY, NO ODORS ENCOUNTERED. <br /> j`ew✓ <br /> 20 <br /> L 25 <br /> L <br /> 30 <br /> k <br /> 35 <br /> 40 <br /> REVIEWING GEOLOGIST Steve Brady SIGNATURE REG. NO. 6031 <br />