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<br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />.' <br />I <br />I <br />I <br />I <br />I <br /> <br />Woodward-Clyde Consultants _ <br /> <br />NOTES: <br /> <br />1. TEST HOLES WERE DRILLED WITH A 4 1/4-INCH DIAMETER <br />HOLLOW STEM AUGER AND NX CORE POWERED BY A DEUTZ <br />AIR DIESEL DRILLING RIG. <br /> <br />2. BASE MAP OBTAINED FROM BUREAU OF RECLAMATION RECORDS <br />AND DESIGN RECORDS FOR BEAVER RESERVOIR. <br /> <br />3. LOCATIONS OF TEST HOLES WERE MEASURED APPROXIMATLY BY <br />TAPING FROM FEATURES SHOWN ON THE BASE MAP PROVIDED. <br /> <br />4. ELEVATIONS WERE ESTIMATED FROM TOPOGRAPHIC MAPS. <br /> <br />5. THE TEST HOLE LOCATIONS AND ELEVATIONS SHOULp.BE <br />CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED <br />BY THE METHOD USED. <br /> <br />6. GROUND WATER WAS NOT ENCOUNTERED HOWEVER. THE <br />RESERVOIR WAS EM PlY. WATER WOULD BE EXPECTED AT <br />TIMES WHEN THE RESERVOIR "IS RETAINING WATER. <br /> <br />7. THE LINES BElWEEN MATERIALS SHOWN ON THE TEST HOLE <br />LOGS REPRESENT THEARPROXIMATE BOUNDARIES BElWEEN <br />MATERIAL lYPES AND THE _TRA'NSI:[IQ~S MAY BE GRADUAL. <br /> <br />8. TEST HOLE LOGS IN THIS REPORT ARE SUBJECT TO LIMITATIONS, <br />EXPLANATIONS, AND CONCLUSIONS OF THIS REPORT. THE EXPLORATIONS <br />WERE NOT MADE TO DEFINE CONDITIONS FOR CONSTRUCTION NOR <br />IS THE INFORMATION PRESENTED HEREIN FOR THAT PURPOSE. <br /> <br />~--- <br />. <br /> <br />",,- " <br /> <br />------~ <br /> <br />" <br /> <br />'. <br /> <br />" <br /> <br />", <br /> <br />Job No. : 23067 <br /> <br />NOTES <br />BEAVER RESERVOIR <br />PAONIA, COLORADO <br /> <br />AI:Ili. <br />~ <br />FIG. 4 <br /> <br />.... <br />o <br />.0 <br />~>~ <br />.~--{O~ <br />~o <br />'" <br /> <br />Prepared by : R.C.R. <br /> <br />Dote; 1/27/93 <br />