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relative compactions of 100% and % of standard Proctor maximum dry <br />density A `rM D 698). Based on our observations of the fill performance <br />under the hull dozer blade and during penetration with the 314 inch rod and <br />the test results we judge the fill placed on the west end of the levee that is the <br />subject of this letter was densely compacted* <br />Very truly yours, <br />CTL!THOMP o1 , INC. <br />H oward A. Perko <br />Project Engineer <br />Reviewed by: <br />Frank J. Holliday, PE, CCE <br />Principal <br />( 3 copies sent) <br />I CC: Mr. Leslie H. Gotham, PE <br />Leonard Rice Consulting Water Engineers, Inc. <br />401 151h Street, Suite Soo <br />Denver, Colorado 80202 -114 <br />FLATIRON COMPANIES <br />EAST END OF LEVEE AT DEEPS ARMPIT <br />TUT J0B NO. 250385 <br />