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PROJECT NO, CS18344-125 <br />Transit Mix Concrete Co. <br />PROJECT NAME HITCH RACK RANCH <br />CONFIDENTIAL <br />BORING NUMBER <br />B-2 <br />TOP OF HOLE ELEVATION <br />DEPTH OF GROUND WATER <br />DIRECTION OF HOLE <br />TEST HOLE TOTAL DEPTH <br />DRILLING START AND END DATE <br />LOGGED BY: <br />150 <br />DRILLING CONTRACTOR <br />DRILLER <br />DRILL TYPE <br />DRILL METHOD <br />DEPTH <br />RUN <br />TIME <br />CORE <br />LENGTH <br />CORE <br />RECOVERY <br />ROD <br />(%) <br />LOG <br />DESCRIPTION <br />JOINTS <br />(INCHES) <br />(%) <br />+ <br />26 <br />13 <br />0 <br />+ <br />5 <br />+ <br />10 <br />26 <br />13 <br />0 <br />+ <br />+ <br />+ <br />GRANITE, REDDISH BROWN, MEDIUM <br />TO COARSE GRAINED, VERY HARD. <br />QUARTZ, ORTHOCLASE, <br />PLAGIOCLASE, BIOTITE, MINOR <br />HORNEBLENDE, INTENSELY <br />FRACTURED, OXIDATION ALONG <br />60 <br />60 <br />0 <br />+ <br />JOINTS AND FRACTURES, <br />WEATHERING TO CLAY, <br />15 <br />+ <br />+ <br />MODERATELY WEATHERED, <br />BEDDING JOINTS. <br />57 <br />57 <br />0 <br />+ <br />20 <br />+ <br />+ <br />57 <br />57 <br />0 <br />+ <br />25 <br />+ <br />+ <br />59 <br />59 <br />0 <br />+ <br />30 <br />+ <br />+ <br />59 <br />59 <br />0 <br />+ <br />35 <br />+ <br />POTASSIUM FELDSPAR, <br />SYNITE, COARSE GRAINED, VERY <br />PLAGIOCLASE, MINOR MUSCOVITE, <br />+ <br />+ <br />60 <br />60 <br />0 <br />HARD, <br />PLAGIOCLASE WEATHERING TO <br />CLAY ALONG JOINTS, GREEN. <br />45 <br />60 <br />60 <br />0 <br />+ <br />++ <br />GRANITE, REDDISH BROWN, MEDIUM <br />TO COARSE GRAINED, VERY HARD. <br />MODERATELY TO HIGHLY <br />FRACTURED, SLIGHTLY <br />AT 60 <br />WEATHERED DEGREESOF BIEDDING. <br />50 <br />55 <br />60 <br />60 <br />12 <br />MODERATELY TO HIGHLY <br />FRACTURED, SLIGHTLY <br />WEATHERED, JOINTS AT 60 <br />DEGREES OF BEDDING. <br />+ <br />+ <br />+ <br />+ <br />+ <br />60 <br />60 <br />+ <br />60 <br />27 <br />27 <br />+ <br />60 <br />4- <br />60 <br />60 <br />0 <br />+ <br />65 <br />+ <br />70 <br />60 <br />60 <br />0 <br />+ <br />+ <br />+ <br />MODERATELY TO HIGHLY <br />FRACTURED, SLIGHTLY <br />WEATHERED, JOINTS AT 60 <br />60 <br />60 <br />0 <br />+ <br />DEGREES OF BEDDING. <br />75 <br />+ <br />+ <br />60 <br />60 <br />0 <br />+ <br />80 <br />+ <br />+ <br />INTENSELY FRACTURED, <br />MODERATELY TO HIGHLY <br />WEATHERED, JOINTS AT 60 <br />60 <br />60 <br />0 <br />+ <br />DEGREES OF BEDDING. <br />85 <br />+ <br />37 <br />37 <br />0 <br />+ <br />INTENSELY FRACTURED, MODERATE <br />90 <br />+ <br />+ <br />WEATHERING TO CLAY. <br />37 <br />37 <br />0 <br />+ <br />95 <br />HIGHLY FRACTURED,MODERATELY <br />+ <br />60 <br />60 <br />0 <br />+ <br />+ <br />WEATHERED TO CLAY ALONG <br />JOINTS. <br />FIG. 3 <br />