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T►,,,1RA TECH BORING LOG `,d <br /> BORING I.D. NO. HP-1 Page 1 of 1 <br /> CLIENT Dkision State Architect T.C. 0099-01 CASTLE ROCK F.F.S. 02/03/95 <br /> ` LOCATION DATE <br /> DRILL METHOD Hollow Stem Auger AUGER DIAMETER 8 inches FIELD GEOLOGIST PHIL SKORGE <br /> Z.;, H W aU.z <br /> ►- d s z a =z cn <br /> UJ�' m c a < -C o (n GEOLOGIC DESCRIPTION <br /> Vl CD U <br /> Op GP CONCRETE. <br /> O <br /> OO <br /> O GREY (10YR5/1), WELL SORTED FINE GRAVEL (PEA GRAVEL BACKFILL), TRACE <br /> OO SAND, DENSE, MOIST. <br /> 5 O <br /> Qo <br /> { O <br /> L. o 0 <br /> 0 <br /> 50 1.560 �: GROUND WATER @ 9.0' <br /> 1O 50=4 BEDROCK- BLUE GREY, WEATHERED SILTSTONE WITH SAND AND CLAY <br /> L MATRIX, VERY DENSE, SATURATED. <br /> TO @ 14.0': DRILLED TO 9', COLLECTED SOIL SAMPLE, HYDROPUNCHEO TO 14', <br /> 15 COLLECTED GROUNDWATER SAMPLE, TERMINATED BORING, BACKFILLED WITH <br /> CONCRETE SLURRY, NO ODORS ENCOUNTERED. <br /> 20 - <br /> 25 - <br /> 30 - <br /> . 35 - <br /> L <br /> 0253035 <br /> r4-01 I <br /> REVIEWING GEOLOGIST Steve Brady SIGNATURE REG. NO. 6031 <br />