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Two Rivers Gravel Pit Mine <br /> Riverside Berm Failure Analysis <br /> and Flood Control Mitigation Plan <br /> 7ech"olooicess January 22,2020 <br /> TABLE OF CONTENTS <br /> DISCLAIMER 3 <br /> ABSTRACT 4 <br /> PURPOSE 5 <br /> I. INTRODUCTION 6 <br /> II. SITE DESCRIPTION 6 <br /> III. STUDY METHODOLOGY 9 <br /> IV. RESULTS 15 <br /> IV. MITIGATING MEASURES 21 <br /> VI. WATER SURFACE PROFILE FOR SOUTH PLATTE RIVER ALONG 21 <br /> CENTRAL PIT <br /> VII. SUMMARY AND CONCLUSIONS 23 <br /> REFERENCES 24 <br /> APPENDIX 25 <br /> LIST OF FIGURES <br /> Figure 1. Two Rivers. Vicinity map. 7 <br /> Figure 2. Two Rivers. Site map. 7 <br /> Figure 3. Two Rivers. FEMA 100-yr floodplain. 9 <br /> Figure 4. Central Pit. Pit fill time and water surface elevation vs. head cut elevation 17 <br /> for <br /> 100 ft riverside berm. <br /> Figure 5. Central Pit. Pit fill time and water surface elevation vs. head cut elevation 18 <br /> for <br /> 150 ft riverside berm. <br /> Figure 6. Central Pit. Pit fill time and water surface elevation vs. head cut elevation 19 <br /> for <br /> 200 ft riverside berm. <br /> Figure 7. Pit fill time and water surface elevation vs. head cut elevation for a typical 20 <br /> riverside berm. <br /> Figure 8. Central Pit. South Platte River 100-yr water surface profile. 22 <br /> Figure 9. River stations for Figure 8. 22 <br /> pg.2 <br />