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5.0 SUMMARY OF MINIMUM DEVELOPMENT REQUIREMENTS <br /> 5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans <br /> This is the Stormwater Site Plan. It is prepared in accordance with Chapter 3 of Volume I of the <br /> 2005 WDOE Manual. <br /> ' 5.2 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) <br /> A Stormwater Pollution Prevention Plan has been designed as part of the design drawings for the <br /> proposed Site Preparation project. This Plan provides erosion and sediment control information, <br /> locations where Best Management Practices (BMPs) shall be implemented, and requirements <br /> that the contractor must follow throughout construction. These BMPs include, but are not <br /> limited to the use of C105: Stabilized Construction Entrance, C233:Silt Fence, C220 Storm <br /> ' Drain Inlet Protection, and C 123: Plastic Covering for any stockpiles. <br /> The SWPP Plan, includes Temporary Erosion and Sediment Control(TESC)measures and is <br /> part of the contract documents for construction of the project. Additional erosion control <br /> measures may be applied on an as needed basis as directed by the Certified Erosion Control <br /> Specialist(CESL), City of Everett personnel, or Contractor. At the completion of the project <br /> ' exposed soils will be seeded or stabilized with a gravel base. <br /> 5.3 Minimum Requirement#3: Source Control of Pollution <br /> During the construction phase of the project, source controls measures will be implemented. <br /> These measures are discussed in Minimum Requirement#2. <br /> The final Building Addition will implement BMPs for Fueling at Dedicated Stations and BMPs <br /> for Maintenance of Stormwater Drainage and Treatment Systems. Maintenance of stormwater <br /> systems is also included in the O&M Manual located in the Appendix of this report. <br /> ' 5.4 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls <br /> No modifications to the existing drainage system or outfalls are proposed. Runoff from the <br /> proposed improvements will continue to drain into the existing conveyance system on-site <br /> discharging from the site in the northeast corner of the PUD facility. <br /> ' 5.5 Minimum Requirement#5: On-Site Stormwater Management <br /> The DOE Manual requires the use of onsite Stormwater Management BMPs to infiltrate, <br /> disperse, and retain stormwater runoff onsite to the maximum extent feasible without causing <br /> flooding or erosion impacts. Due to the presence of glacial till with low permeability stormwater <br /> infiltration is not proposed. The proposed plan utilizes bio-retention and sheet flow dispersion <br /> which considering the soil conditions aligns with the intent of this requirement. <br /> DAVID EVANS AND ASSOCIATES,INC. <br /> OPERATIONS CENTER ADDITION JUNE,2010 <br /> STORMWATER SITE PLAN PAGE 6 <br />