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Last modified
7/17/2007 12:17:50 PM
Creation date
12/8/2004 1:22:38 PM
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Template:
Planning Files
Planning Files - Planning File #
2867
Planning Files - Type
Comprehensive Plan Amendment
Address
2660 CIVIC CENTER DR
Applicant
COMPREHENSIVE PLAN/TWIN LAK
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<br />Erosion and sedimentation control measures will be implemented prior to grading and maintained in <br />a functionable condition during construction. The control measures will remain in-place until the <br />project area has been resurfaced and revegetated. Installing and maintaining temporary erosion <br />protection and sedimentation control will be the responsibility of contractors working in the project <br />area in strict conformance with approved erosion control plans. <br /> <br />18. Water Quality - Surface Water Runoff <br /> <br />a. Compare the quantity and quality of site runoff before and after the project. Describe methods <br />used to manage and/or treat runoff. <br /> <br />Response: The proposed project would reduce storm water runoff over the 126 acres of <br />development parcels and public roadway areas by 2.31 acre-feet nom 39.27 acre-feet to 36.96 <br />acre feet during a 10 year, 24 hour event. The proposed project would reduce storm water <br />runoff over the 126 acres of development parcels and public roadway areas by 3.25 acre-feet <br />nom 55.17 acre-feet to 51.92 acre feet during a 100 year, 24 hour event. The above runoff <br />estimates are based on an average impervious coverage ratio of 90% currently and 80% under <br />the proposed conditions. <br /> <br />The majority of existing development consists of trucking facilities that include bituminous <br />surfacing over 90 - 100% of parcel areas, and office, dispatching, and loading buildings. New <br />development will be governed by zoning ordinances that require approximately 20% of a parcel <br />to be pervious, landscaped surface. <br /> <br />The quality of site runoff will be improved due to connection of redeveloped parcels and <br />proposed roadways to storm water treatment basins located adjacent to the project area. The <br />basins will intercept site runoff and remove pollutants and sediment prior to discharging into <br />receiving waters. No ponding of site runoff occurs under the existing conditions. <br /> <br />Vehicle related pollutants consist of Copper, Lead, Zinc and Phosphorus. A study conducted <br />by the U.S. Environmental Protection Agency (EPA) titled, Results of the Nationwide Urban <br />RunoffProl!l'alTl, dated December 1983, have identified the above pollutants as the predominant <br />constituents in highway runoff. Other common pollutants are Total Suspended Solids (TSS) and <br />Chloride. <br /> <br />TSS and Chloride are introduced into the roadway runoff primarily nom winter de-icing <br />practices and the amounts vary depending upon the application rates and the number of <br />ice/snowfall events in a given year. An effective means of reducing the amount of pollutants <br />discharged into the receiving stream/water body is to provide sedimentation ponds at the outfall <br />of the storm sewers. <br /> <br />b. Identify the route(s) and receiving water bodies for runoff nom the site. Estimate the impact <br />of the runoff on the quality of receiving waters. (If the runoff may affect a lake, consult EA W <br />Guidelines about whether a nutrient budget analysis is needed.) <br /> <br />Response: The proposed project lies within the jurisdiction of the Rice Creek Watershed <br />District. Runoff nom the site areas west will be routed through storm water treatment ponds <br />prior to discharging into natural water bodies. The ponds provide pollutant removal and will <br />reduce peak discharge rates to be less than the pre-existing peak runoff rates into receiving <br /> <br />#24397 <br /> <br />13 <br />
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