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<br />XII. REFERENCES
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<br />1. City of Fort Collins Topographic Mapping, ARIX, April, 1981.
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<br />2. Cornell Consulting Company and J. S. Griffith, 1980, "McClellands and
<br />Mail Creek Major Drainageway Plan," prepared for the City of Fort Collins
<br />and the Colorado water Conservation Board.
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<br />3. Engineering Division, Department of Public works & Water Utilities, City
<br />of Fort Collins, 1980. "Storm Drainage Design Criteria."
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<br />4. Gingery Associates, 1980, "Master Drainageway Planning Study, Dry Creek,"
<br />prepared for the City of Fort Collins, Larimer County and Colorado Water
<br />Conservation Board.
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<br />5. Lambe, T. W., and R. V. Whitman, 1969, Soil Mechanics, John Wi.ley & Sons,
<br />Inc. I New York.
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<br />6. Larimer County Planning Department, ZOning Maps.
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<br />7. Larimer County Topographic Mapping, M&I, 1977.
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<br />8. NOAA, 1973, "PreCipitation-Frequency Atlas of the Western United States,
<br />Atlas 2, Volume III, Colorado."
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<br />9. Omaha District, MRD, U.S. COE, 1979, HEC-2 computer card decks for Fossil
<br />Creek, Lang Gulch, Smith Creek and Burns Tributary; SWMM computer card
<br />deck for Fossil Creek Basin.
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<br />10. Omaha District MRD, U.S. COE, 1979, "Fossil Creek Hydrology, Larimer
<br />County, Colorado, II prepared for Larimer County..
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<br />11. Pacific Southwest Inter-Agency Committee, 1968, "Pacific Southwest
<br />Inter-Agency Committee Report of the Water Management Subcommittee on
<br />Factors Affecting Sediment Yield in the Pacific Southwest Area."
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<br />12.
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<br />Portland Cement Association, 1962, I'Culvert Design Aids:
<br />of U.S. Bureau of Public Roads Culvert Capacity Charts,"
<br />Illinois.
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<br />An Application
<br />Chicago,
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<br />13.
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<br />Posey, C. J., 1957, "Flood Erosion Protection for Highway Fills," Trans.
<br />ASCE, Vol. 12, Paper 2871, pp. 531-542.
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<br />14. Psaris, P., 1981, "Storm Impact on Water Quality, Mail Creek Drainage
<br />Basin," City of Fort Collins, colorado.
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<br />15. Resource Consultants, Inc., 1988, "Larimer COunty StorllWater Management
<br />Manual. ..
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<br />16. Simons, D. B., and G. L. Lewis, 1971, "Flood protection at Bridge
<br />Crossings," Wyoming State Highway Department, Planning and Research
<br />Oivision.
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<br />17. Simons, Li & Associates, Inc., 1981, "Cooper Slough Boxelder Creek Master
<br />Drainageway Planning Study," prepared for Larimer County, Colorado.
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<br />18. Simons, Li & Associates, Inc.~ 1981, "pocumentation for Selection of
<br />Manning's Roughness Coefficients for Fossil Creek and Four Tributaries."
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<br />19. U.S. COE, Missouri River Division, 1974, Stormwater Water Management
<br />Model.
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<br />20. U.S. COE, Hydrologi.c Engineering Center, 1974, Water Surface Profile
<br />Model, HEC-2.
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<br />21. USGS Topographic Maps 1;24,000, 7.5-minute quadrangles, Fort Collins,
<br />Loveland, Horsetooth, Burkhorn.
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<br />22. U.S. Geological Survey, 1981, "Hydrologic Data for Urban Storm Runoff
<br />from Nine Sites in the Denver Metropolitan Area, Colorado," Open File
<br />Report No. 81-682.
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<br />23. U.S. Soil Conservation Service, 1981, Larimer County Soil Survey.
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<br />24. Water Resources DiviSion, Department of Natural Resources, Office of
<br />State Engineer, Dam Safety Branch, 1980, "Inspection Report, Portner
<br />Reservoir Dam, W. Div. 1 W. Dist. 3," August 8.
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<br />25. Winterborn, H. F. and H. Y. Fang, 1975, Foundation Engineering Handbook.
<br />Van Nostrand Reinhold Company, New York.
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<br />26. City of Fort Collins, 1982, "Black Bolt Survey Benchmark Control System,"
<br />City of Fort Collins.
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