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7. The dry density was then compared to the optimum dry density <br />to determine the compaction as a percent of proctor (see <br />attached table for referenced data). <br />8. The test locations, procedures and data were monitored by Jeff <br />Dubbert and Tim Chervick. These two persons were chosen as <br />the licensed P.E. designated representatives. <br />9. Based on observations of the test sites, material tested and <br />data obtained, the test accurately represents the refuse pile <br />waste bank. <br />The analysis obtained demonstrates that all test locations exceed <br />the compaction requirements of the division. western Fuels-Utah <br />has adequately shown to the Division that the refuse pits 2-3 and <br />4 have been maintained at a compaction rate of 90% or greater of <br />the maximum dry density. Therefore, Western Fuels-Utah <br />respectfully requests that NOV C-93-156 be modified as noted by the <br />Division in the letter dated March 1, 1994. <br />If any additional information is needed concerning this test please <br />contact myself at_(303) 675-8431. <br />Engineer <br />