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<br />TABLE OF CONTENTS (CONTINUED) <br /> <br />PREFACE <br /> <br />Page <br /> <br />5. OPTIONAL IMPROVEMENTS <br />5.1 General <br />5.2 Plan Description <br /> <br />Table , <br />Table , <br />Table , <br />Table , <br />Table 5 <br />Table , <br />Table , <br />Table , <br />Table 5 <br />Table " <br />Table n <br /> <br />Figure 1 <br />figure 2 <br /> <br />" <br />" <br /> <br />This report presents the results of a master drainagcway <br />planning study on Spring Creek from the confluence with the Cache <br />La poudre River west to Spring Canyon Dam. The study revises and <br />updates the "Spring Creek Major Draina.geway Plan", by Gingery <br />Associates, Inc., prepared in 1980. Various alternatives for <br />improving the existing flooding problem between College Avenue and <br />the Burlington Northern Railroad were investigated, with a <br />recommended alternative presented herein. Additional improvements <br />to the Spring Creek Orainageway consistent with developing a 100- <br />year event, developed conditions system capacity are also <br />presented. Future improvements to the drainageway shOUld be based <br />on the information contained herein and city directives. <br /> <br />LIST OF TABLES <br />Preliminary Design Dat~ summary Table <br />Improvement Construction Timing <br />ReCommended Alternative - Cost Summary <br />Unit Costs Utilized for Cost Estim~ting <br />Peak Flows - Existing Basin <br />Peak Flows - Developed Basin <br />Pe~k FlOWS with Recommended Channel <br />Improvements <br />Flood Elevation Data-Oeveloped conditions <br />Existing Channelized Reaches <br />Existing Detention Pond Areas <br />Floodway Data <br /> <br />" <br />,. <br />" <br />" <br />" <br />" <br /> <br />" <br />26-32 <br />" <br /> <br />" <br /> <br />The engineering and associated com:truction cost estimates <br />presented in this report were prepared on a preliminary basis and <br />should be used as such. Modifications resulting from a more <br />detailed design are to be expected. <br /> <br />37-42 <br /> <br />LIST OF FIGURES <br /> <br />Vicinity ~nd Basin Map <br />Schem<ltic of Recommended Improvement.s <br /> <br />, <br />., <br /> <br />This report was prepared by Engineering Professional,;, Inc. <br />of Fort Collins, Colorado, under contract ;.;lth the City of Fort <br />Collins (Project No.: 305-51(4007). Subconsultants to J:o:nginecring <br />PrOfessionals consisted of the following: <br /> <br />Greystone Development Consultants - Landscape Architecture <br />Shilrf and Associates, Inc. - Photogrillnmetrl,-, M,,~ping <br />Empire Laboratories, Inc. - Subsurface Soils tnvestigiltion <br /> <br />'rhc city's Project Manager for till'; study wa,,, Ms. .Jan Kimzey, <br />P.E. Her assistance and cooperation, along with thilt of Mr. Bob <br />Smith, r.E., Manager of the Storm ~ater Utility, are gratefully <br />iii <br /> <br />ii <br />