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TURA TECH BORING LOS �, <br /> BORING I.D. NO. HP-1 Page 1 of I <br /> CLIENT Division State Architect T.C. 0099-01 LOCATION CASTLE ROCK F.F.S. DATE 02/03/95 <br /> LDRILL METHOD Hollow Stem Auger AUGER DIAMETER 8 inches FIELD GEOLOGIST PHIL SKORGE <br /> ;Z Q E ~".CL a CL fA <br /> Ltai v m a o a a Jo U) GEOLOGIC DESCRIPTION <br /> V N �U <br /> Op GP CONCRETE. <br /> L O <br /> �p <br /> 0 GREY (t0YR5/1), WELL SORTED FINE GRAVEL (PEA GRAVEL BACKFILL), TRACE <br /> Op SAND, DENSE, MOIST. <br /> L 5 O <br /> Qo <br /> O <br /> �o <br /> 0 <br /> 50 1.5 BD : GROUND WATER @ 9.0' <br /> i0 50-4 BEDROCK- BLUE GREY, WEATHERED SILTSTONE WITH SAND AND CLAY <br /> MATRIX, VERY DENSE, SATURATED. <br /> t5 TD @ 14.0': DRILLED TO 9', COLLECTED SOIL SAMPLE, HYDROPUNCHED TO 14', <br /> COLLECTED GROUNDWATER SAMPLE, TERMINATED BORING, BACKFILLED WITH <br /> CONCRETE SLURRY, NO ODORS ENCOUNTERED. <br /> L 20 - <br /> L <br /> L - 25 - <br /> L <br /> L - 30 - <br /> L <br /> - 35 - <br /> L <br /> 40 <br /> REVIEWING GEOLOGIST Steve Brady SIGNATURE REG. N0. 6031 <br /> L <br />