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' TABLE OF CONTENTS <br /> SECTION I - SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 <br /> Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . 1-1 <br /> Scope . . . . . . . . . . . . . . . . . . 1-2 <br /> Data Obtained and Reviewed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 <br /> Modeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-3 <br /> Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-3 <br /> Limitation and Recommendations for Future Study and Investigation . . . . 1-5 <br /> SECTION 11 - FEATURES AFFECTING LOCAL DRAINAGE AND <br /> SOUTH BOULDER CREEK OVERFLOWS FROM HIGHWAY 36 <br /> ' TO THE AREA OF THE WELLMAN DITCH . 11-1 <br /> . . . . . . . . . . . . . . . . . . . . .General Features . II-1 <br /> Key Features Affecting Local Drainage and South Boulder Creek <br /> Overflows - Highway 36 to the Wellman Ditch . . . . . . . . . . . . . . . . . . II-3 <br /> SECTION III - PAST HYDROLOGY MODELING REVIEW . . . . . . . . . . . . . III-1 <br /> Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-1 <br /> Basin and Subbasin Delineation and Comparison . . . . . . . . . . . . . . . 111-1 <br /> Rainfall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-3 <br /> Corps' Modeling Calibration and Sensitivity Tests . . . . . . . . . . . . . . . . III-5 <br /> Review of Corps' SWMM Hydrology Calibration . . . . . . . . . . . . . . . . . . 111-8 <br /> SECTION IV - INITIAL HYDROLOGY MODELING OF THE WEST <br /> OVERFLOW AREA OF SOUTH BOULDER CREEK BELOW HIGHWAY 36 . IV-1 <br /> Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IV-1 <br /> Initial Flow Estimates and Methodology . IV-1 <br /> Field Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IV-2 <br /> Comparisons with MWE Modeling of Areas Tributary to 55th and <br /> Wellman Ditch . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IV-2 <br /> Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IV-2 <br /> Specific Notes and Assumptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . IV-3 <br /> SECTION V - RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . V-1 <br /> Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V-1 <br /> 'I Detailed Study and Analysis Recommendations . . . . . . . . . . . . . . . . . . V-2 <br /> U <br /> i <br />