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PROJECT NO. CS18344-125 <br />Transit Mix Concrete Co. <br />PROJECT NAME <br />CONFIDENTIAL <br />HITCH RACK RANCH <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 />CORE <br />CORE <br />RQD <br />LOG <br />DESCRIPTION <br />JOINTS <br />TIME <br />LENGTH <br />RECOVERY <br />(%) <br />(INCHES) <br />(%) <br />+ <br />++ <br />60 <br />60 <br />0 <br />GRANITE, REDDISH BROWN, MEDIUM <br />HIGHLY FRACTURED, MODERATE <br />+ <br />TO COARSE GRAINED, VERY HARD. <br />DEGREE OF WEATHERING TO CLAY <br />ALONG JOINTS. <br />105 <br />+ <br />+ <br />+ <br />58.5 <br />58.5 <br />13 <br />+ <br />+ <br />+ <br />110 <br />+ <br />+ <br />+ <br />58.5 <br />58.5 <br />0 <br />+ <br />+ <br />+ <br />115 <br />+ <br />+ <br />+ <br />60 <br />60 <br />15 <br />+ <br />+ <br />120 <br />INTENSELY FRACTURED, MODERATE <br />+ <br />+ <br />DEGREE OF WEATHERING, JOINTS <br />OXIDIEZED TO A RUSTY BROWN. <br />60 <br />60 <br />41 <br />125 <br />HORNEBLENDE-BIOTITE SCHIST, <br />HORNEBLENDE, BIOTITE, CALCITE, <br />60 <br />60 <br />12 <br />VERY HARD, DARK GRAY. <br />PLAGIOCLASE, MINOR QUARTZ, <br />ORTHOCLASE, MODERATELY TO <br />HIGHLY FRACTURED, <br />130 <br />SLIGHTLY TO MODERATELY <br />WEATHERED, CALCIUM PERCIPITANTS <br />IN JOINTS AND FRACTURES, <br />HIGHLY FRACTURED. <br />60 <br />60 <br />8 <br />135 <br />60 <br />60 <br />25 <br />140 <br />+ <br />60 <br />60 <br />29 <br />+QUARTZ, <br />+ <br />GRANITE, REDDISH BROWN, MEDIUM <br />POTASSIUM FELDSPAR, <br />TO COARSE GRAINED, VERY HARD. <br />PLAGIOCLASE, MINOR BIOTITE AND <br />+ <br />HORNEBLENDE, FOLIATION JOINTS <br />+ <br />ND 60 DEGREES TO FOLIATION JOINTS, <br />145 <br />SLIGHTLY WEATHERED, MODERATELY <br />+ <br />TO HIGHLY FRACTURED. <br />60 <br />60 <br />0 <br />+ <br />+ <br />+ <br />FIG. 4 <br />