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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />LIST OF REFERENCES <br /> <br />The following is a choronological list of reports from previous investigations <br />which pertain to this final design: <br /> <br />o <br /> <br />Dam Embankment and Foundati on Expl orati on and Testi ng <br />Reservoi r Dam and Hourgl ass Reservoi r Dam; ~loodward-Clyde <br />Associates; 1965. <br /> <br />of Comanche <br />- Sherard and <br /> <br />o Phase I Inspection Report, National Dam Safety Program - Comanche, Larimer <br />County, Colorado; U.S. Amy Corps of Engineers, Omaha District; July 15, <br />1980. <br /> <br />o Preliminary Design Report Conanche and Peterson Dams; t4cCall- Ellingson, <br />and tlorrill, Inc.; 14arch, 1983. <br /> <br />o Revieli of Perti nent fleteorological Factors Rel ati ng to Peak Strear.1fl O~I <br />Feeding Into Comanche Reservoir; Loren W. Crow and Associates, Inc.; <br />August, 1983. <br /> <br />o Contract Documents for Constructi on of Comanche Reservoi r Dam Mai n Outl et <br />Works Repair; McCall-Ellingson, and Morrill, Inc.; January, 1984. <br /> <br />o Probable Maximum Flood for Comanche Dar.1; t1cCall-Ellingson and Morrill, <br />Inc.; January, 1984. <br /> <br />o Feasibility Study for Rehabilitation of Comanche Dam and Reservoir; <br />110rri son-Knudsen Engi neers, Inc.; December, 1986. <br /> <br />Each of these reports was reviewed to supplement the information gathered for <br />this investigation. Additional data was obtained from the working files of <br />the City of Greeley and the Office of the State Engineer. <br /> <br />21 36H/l <br />