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L TETRA TECH BORING LOG <br /> BORING I.D. NO. HP-2 Page I of 1 <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 /> x^ ;►- J 2z <br /> W o o n z a GEOLOGIC DESCRIPTION <br /> 0 .. mV U 'c C-)0 <br /> o Gp ASPHALT. <br /> L - .o <br /> .O'0. GRAVEL - MOTTLED BROWN (7.5YR5/2) AND GREY (10YR5/1), 10% FINE SAND, <br /> POORLY SORTED FINE TO COARSE GRAVEL, VERY DENSE, MOIST. <br /> L 5 <br /> �o <br /> O0 <br /> 9 -�o <br /> L.0.0- <br /> 26 4.5 0 <br /> 28 <br /> L10 36 T: GROUND WATER @ 9.0' <br /> L <br /> 15 TD @ 14.0';DRILLED TO 9', COLLECTED SOIL SAMPLE, HYDROPUNCHED TO 14', <br /> COLLECTED GROUNDWATER SAMPLE, TERMINATED BORING, BACKFILLED WITH <br /> L".101 CONCRETE SLURRY, NO ODORS ENCOUNTERED. <br /> Ll <br /> 20 <br /> 25 <br /> 1 <br /> L <br /> L - 30- <br /> L <br /> 5t - 35 - <br /> 1 <br /> L1 � <br /> 40 <br /> REVIEWING GEOLOGIST Steve Brady SIGNATURE REG. NO. 6031 <br /> L <br />