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Table of Contents <br /> 1. Project Overview 1 <br /> 2. Existing Conditions 2 <br /> 3. Proposed Conditions 3 <br /> Applicable Minimum Requirements 3 <br /> Minimum Requirement 1: Preperation of Stormwater Site Plans 3 <br /> Minimum Requirement 2: Construction Stormwater Pollution Prevention (CSWPP) 4 <br /> Minimum Requirement 3: Source Control of Pollution 4 <br /> Minimum Requirement 4: Preservation of Natural Drainage Systems and Outfalls 4 <br /> Minimum Requirement 5: On-Site Stormwater Management 4 <br /> Minimum Requirement 6: Runoff Treatment 5 <br /> Minimum Requirement 7: Flow Control 6 <br /> Minimum Requirement 8: Wetlands Protection 6 <br /> Minimum Requirement 9: Operation and Maintenance 6 <br /> 4. Flow Control 6 <br /> Threshold 6 <br /> Flow Control Performance Standard 6 <br /> 5. Conveyance 9 <br /> List of Figures <br /> Figure 1-1: Vicinity Map 1 <br /> Figure 2-1: Existing Basins 2 <br /> Figure 3-1: Proposed Basins 3 <br /> Figure 3-2: Flow Chart for Determining MR #5 Requirements 5 <br /> Figure 4-1: Disturbed Areas 7 <br /> Figure 4-2: In-Kind Sub-Basin Areas 8 <br /> Figure 5-1: MGSFlood Peak Flow Results 9 <br /> Figure 5-2: StormShed 3G Manning's Equation 10 <br /> List of Tables <br /> Table 4-1: New Roof Existing Versus Proposed Site Areas 7 <br /> Table 4-2: New Roof Existing Versus Proposed Peak Flows Rates 7 <br /> Table 4-3: In-Kind Existing Versus Proposed Site Areas 8 <br /> Table 4-4: In-Kind Existing Versus Proposed Peak Flows Rates 8 <br /> LMJ Hyundai—Showroom Remodel <br /> III <br />