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TABLE OF CONTENTS <br />STORM WATER MANAGEMENT PLAN — MLE2 — AMENDMENT NO 10 — FOR <br />AREAS EXCLUDING AREQUA GULCH VLF AND SQUAW GULCH VLF 1 <br />1. Storm water Hydrology 2 <br />Inflow Design Storms and Design Criteria 2 <br />Runoff Coefficients 2 <br />Hydrology Calculations and Sizing of EMP Ponds and Channels 4 <br />2. Sediment Removal Efficiency and Performance 5 <br />3. Storm Water Management Plan for Upper Grassy Valley 7 <br />Flow Schematic 8 <br />Special Considerations for Upper Grassy Valley Storm Water Management 9 <br />4. Storm Water Management Plan for the West Side of the Mine, Including North Cresson and <br />Poverty Gulch 11 <br />Flow Schematic 12 <br />Special Considerations for Upper Grassy Valley Storm Water Management 13 <br />TABLES <br />Table I Summary of Hydrology Calculations for EMP Sizes Using Geometric Land -use <br />Averaging 16 <br />FIGURES <br />Figure 1 — Upper Grassy Valley and Vindicator Valley, Storm Water Flow Schematic 8 <br />Figure 2 — Poverty Gulch and North Cresson, Storm Water Flow Schematic 12 <br />