Laserfiche WebLink
TABLE OF CONTENTS <br />Executive Summary 3 <br />I. Introduction 4 <br />II. Methodology 4 <br />III. Project Description and Potential for Site Flooding 5 <br />IV. Headcut Modeling and Berm Width Analysis 5 <br />V. Pit Fill Time 10 <br />VI. Flood Warning Time 10 <br />VII. Tract D 11 <br />VIII. Flood Recession Back into the River vs. Bank Erosion 11 <br />IX. Hard Armoring as an Extra Level of Protection Against Capturing the River 11 <br />X. Discussion and Concluding Remarks 12 <br />References 14 <br />Appendix 15 <br />LIST OF TABLES <br />Table 1. WinDAM B Results Summary for 100- Foot -Wide Berm — Without 8 <br />Considering Pit Tailwater <br />Table 2. WinDAM B Results Summary for 100- Foot -Wide Berm — Considering Pit 10 <br />Tailwater <br />FIGURE <br />Figure 1. WinDAM B Predicted Headcutting Rate vs. Tract C Fill Time 9 <br />