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<br />The hydrology coordination meetings provided useful direction and input to the study. <br />The purpose of the meetings was to share information about hydrologic principles. and how they <br />might be applied in the Monument Creek basin. Discussions pertained to rainfall type, rainfall <br />amounl~, areal adjustment of rainfaU and its applicability, whether land above 8,000 feet in <br />elevation contributed significantly to the flooding of the ba~in, stann tracking, average storm cell <br />~l:e, reservoir routing, stream gage analysis and its applicability to this basin, and historical <br />flooding in the basin and in the region. The direction provided by the individuals and their <br />agencies has greatly enhanced this report. <br /> <br />1.3 <br /> <br />SECTION II <br />BACKGROUND <br /> <br />""" <br />The specific scope of work for the h~'dro!ogic study included the following tasks: <br /> <br />Meet with the client (and others) 10: insure compliance wilh the services requin:d by this <br />agreement, obtain existing data and general information from participating entities, <br />solicit desires ofpanicipatingentities and other interested agencies or groups, and avoid <br />duplication of effort whenever possible by utiliLing existing information available from <br />other agencies. <br />Contact the local governments. individuals, and other agencies who have knowledge <br />and/or interest in the study area. <br />Utilize City/County drainage policies and criteria and applicable information wherever <br />possible. <br />Perform hydrologic analyses within the study area for both existing and future basin <br />development conditions. <br />5. ldentifyex:istingandpolentialdrainageandiorfloodingproblems. <br /> <br />J. <br /> <br />2. <br /> <br />3. <br /> <br />4. <br /> <br />6. Prepare a written report discussing issues examined in the study. <br /> <br />SummarvofDataObtained <br />A number of technical reportS have been prepared for basins within the general sludy <br />>LIea. Listed below are technical reports collected for use in the preparation of this slUdy : <br /> <br />I. MtJ1Iume1lt Creek Study. prepared by G.J. Weiss and Associates. dated March 1974. <br /> <br />2. Mesa Dr ainagl' Study,prepared by Parker & AS.IOCiateS, dated June 1976. <br /> <br />3. Masrer Plan for Mesa Drainage Basin. prepared by Gilbert, Meyer & Sams, Tnc" dated <br />March 1986. <br /> <br />4. Roswell Drai"'~8e Ana Drai/lage Study, prepared by United Planning & Engineering <br />Co" dated June 1978. <br /> <br />5. Enginel','ing Study (lnd Revi.lion (If Ihe Douglas Creek Flood Drainage Basin, prepared <br />by Lincoln-OeVore, dated June 1974. <br /> <br />6. DOUR/as Creek DrainG/le Basin, prepared by Leigh Whitehead & Associates, dated <br />March 19!\1. <br /> <br />7. Engineerin/l Stud,' arul Revision of the North Shook's Rlm..TemplelO/I Gup Drainage <br />Busj1l, prepared by Lincoln-DeVore. dated September 1977. <br /> <br />8. Popes Blllff Drainage Smdv. prepared by R. Keith Hook and As<;ociates. Inc.. dated <br />November 1966. <br /> <br />lI-i <br />