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<br />TAaLE OF CONTENTS <br /> <br />1 <br />, <br />, <br /> <br />TABLE OF CONTENTS....... ...... ............. ... .......... <br />LIST OF TABLES .......... ........ ........... ... ............ <br />LIST OF FIGURES........................................... <br /> <br />Page <br />i. ii <br /> <br />" <br /> <br />PREFACE.................................................. . <br /> <br />" <br />Hi <br /> <br />2. <br /> <br />1. INTRODUCTION <br />1.1 Authorization................................... 1 <br />1.2 Purpose......................................... 1 <br />1.3 Scope........................................... 1 <br />1.4 Basin Description............................... 2 <br />1.5 Flooding Problems ............................... 3 <br />RECOMMENDED IMPROVEMEN~ PLAN <br />2.1 Plan Selection.................................. 5 <br />2.2 Summary Description ............................. 5 <br />2.3 Preliminary Design .............................. G <br />2.4 Plan Implementation............................. 1) <br />2.5 Estimated Cost.................................. 13 <br />HYDROLOGY <br />3.1 Introduction.................................... 16 <br /> <br />SPRING CREEK <br />HASTER DRAINAGEWAY PLAll <br /> <br />Prep3red for: <br /> <br />City of Fort Collins <br /> <br />2. <br /> <br />March,1988 <br /> <br />3.2 B35in Description............................... 16 <br />3.3 pata Acquisition ................................19 <br />3.4 Existing and Developed Basin Peak Discharqes .... U <br />3.5 Hydrology with Recommended Improvements..... .... 22 <br />HYDRAULICS <br /> <br />Pleep<l red by: <br /> <br />,. <br /> <br />Engineeleing Pleofesslonals, <br />2000 Vermont Drive <br />Fort Collins, co 30525 <br />(303) 226-3852 <br /> <br />Inc. <br /> <br />4.1 r,..neral ........................,................ 24 <br />4.2 Flooded Area Description........................ Jj <br />4.3 Recom,,,ended Improvements........................ J5 <br />4.4 Burlington Northern Railroad <br />Embankment Stability Analysis ....... ........... 35 <br />4." Floodway........................................ 36 <br /> <br />, <br />