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Page 3 station currently has a capacity of approximately 200 to 230 gallons per minute. From there the lift station flows by a six inch force main easterly approximately 900 feet and discharges into a 12 inch gravity sanitary sewer which then flows into a 27 inch trunk sewer. The southern portion of the site is served by 36 inch Metropolitan Waste Control Commission interceptor running through the Minnesota Department of Transportation pond and then easterly. The project upon final completion when added to the off -site flows would produce a total flow which is greater then the existing city facilities. Conceptual plans have been prepared to modify the city's facilities to adequately meet the needs of the entire area. Either this alternative or other feasible alternatives are available to mitigate and control the situation. These expenses are primarily to fall to the project. The project site at present drains to two primary receiving faoilities to handle surface water run-off. The first is a pair of parallel storm sewer pipes that are 24 and 36 inches in diameter which runs diagonally across the parcel along what was identified as County Ditch 110. 5 in the northern third of the site. This system presently receives the bulk of the run-off of the site as well as carrying drainage from Cleveland Avenue, Wilson Pond, Langdon Lake, and other areas to the east Cleveland Avenue. The southern portion of the site where the Garret Trucking firm currently exists sheet drains into the Minnesota Department of Transportation pond. From there it exits northerly along I-35W via a 24 inch storm pipe. The proposed project would incorporate a series of ponding areas located within the development. The northern ponds would discharge into the County Ditch 5 pipes, the central portion across Cleveland Avenue to an existing storm pond identified as Wilson Pond near County Road C-2 and the southern portion into the MnDOT area after proceeding through wa1<r quality treatment facilities. In particular, a separate pond is proposed to be provided on the southern portion of the project site to filter the stows water prior to its discharge into the MnDOT pond area. The amount of hard surface area will increase as was previously stated in this document. The total volume of storage available within the storm sewer systems would increase slightly. Development of the storm sewer systems will require permits from the Rico Creek Watershed District and the City of Roseville. In addition, work in and : and the MOOT Fond may require a permit from the Minnesota Department of Transportation and/or the Minnesota Department of Natural Resources, depending on the final location and elevation of the work. The project proposer as part of the plan has formulated an erosion and sediment control segment. The following measures hcvo been identified for use throughout the duration of and where applicable upon completion of the construction project: (a) Contractor shall place straw and hay bales, snow fence or equivalent siltation fences at key locations on the plans, and they shall be maintained until completion of the grading, paving and landscaping work. (b) All disturbed areas not hard surfaced shall receive mulch within 15 days of finished grading operations. (e) Part of the paving, on -site catch basins shall be protected by hay or straw bales. (d) By completion of the project, ground cover will be maintained.