EXH0265019463

PCHBPollution Control Hearings Board of the State of Washington

5808 Lake Washington Blvd. N.E., Suite 200 Kirtdand, Washington 98033-7350 December 2000 556-2912-001 (28) AR 019463 TABLE OF CONTENTS Page EXECUTIVE SUMMARY Lx I. INTRODUCTION ................................................................................................................ 1-1 1.1 PURPOSE ................................................................................................................. l-1 1.2 GOALS AND OBJECTIVES .................................................................................. 1-2 1.3 DOCUMENT ORGANIZATION ........................................................................... 1°2 2. STORMWATER MANAGEMENT STANDARDS .......................................................... 2-1 2.1 WATER QUANTITY MANAGEMENT STANDARDS ...................................... 2-1 2.1.1 Definition of Level 1 and Level 2 Flow Control Standards ........................ 2-1 2.1.2 Base Year ..................................................................................................... 2-2 2.1.3 Target Watershed Flow Regime .................................................................. 2-3 2.1.4 Updated Detention Requirements ................................................................ 2-4 2.2 WATER QUALITY MANAGEMENT STANDARDS ......................................... 2-5 2.2.1 Regulatory Requirements ............................................................................. 2-5 2.2.2 Water Quality Treatment Requirements for New, Redeveloped, and Retrofitted Surfaces ...................................................................................... 2-6 3. DESIGN CONSIDERATIONS AND HYDROLOGIC ANALYSIS METHODOLOGY3-1 3.1 A/RPORT-SPECIFIC DESIGN GUIDELINES ..................................................... 3-1 3. I. I Overall Guidelines ....................................................................................... 3- I 3.1.2 Wildlife Proximity to Open Detention Ponds .............................................. 3- I 3.1.3 Proximity to Aircraft Movement Art)as....................................................... 3-4 3.1.4 FeasibiLityof Creating Artificial Aquifer Storage in New Embankments.. 3-5 3.2 DAM SAFETY ......................................................................................................... 3-7 3.3 HYDROLOGIC ANALYSIS METHODOLOGY .................................................. 3-8 4. EXISTING CONDITIONS ..................................................................................................4-I 4.1 DRAINAGE BASINS .............................................................................................. 4-1 4.2 CONVEYANCE SYSTEMS ................................................................................... 4-5 4.2.1 Storm Drainage System ............................................................................... 4-5 4.2.2 Industrial WastewaterSystem......................................................................4-7 4.2.3 Pump Facilities ............................................................................................. 4-9 4.2.4 Recent SDS to MS Reroutes .................................................................... 4-10 4.3 STORM'WATER DETENTION ............................................................................ 4-10 4.4 HYDROLOGIC MODELING/WATER QUANTITY ......................................... 4- ! 2 4.4.1 Model Development ................................................................................... 4-12 4.4.2 Long-term Simulation ................................................................................ 4-13 4.4.3 Flow Duration Analysis of Target Watershed Flow Regime .................... 4-13 4.5 EXISTING BMPs AND WATER QUALITY ...................................................... 4-13 4.5.1 Best…
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