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DRAFT 4 -28 -2010 <br />X.07 INCORPORATION BY REFERENCE <br />The following documents are incorporated into this chapter by reference: <br />(1) The Lino Lakes Surface Water Management Plan. <br />(2) The Lino Lakes Engineering Design Standards. <br />(3) The Lino Lakes Stormwater Standards. <br />(4) The current version of the State of Minnesota Stormwater Manual. <br />(5) Rice Creek Watershed District Rules A and C through L, and Resources Management <br />Plans (RMP) RMP -2 and RMP -3. <br />(6) Vadnais Lake Area Water Management Organization Policies 1.0 through 10.0. <br />X.08 STORM WATER AND EROSION AND SEDIMENT CONTROL STANDARDS <br />All plans shall be consistent with National Pollutant Discharge Elimination Permit <br />(NPDES) requirements, the Lino Lakes Engineering Design Standards, the Lino Lakes Storm <br />Water Design Standards, and the filing or approval requirements of Rice Creek Watershed <br />District Vadnais Lakes Watershed Management Organization, Anoka County, Minnesota <br />Department of Natural Resources, Minnesota Department of Transportation, U.S. Army Corps of <br />Engineers, or other regulatory agencies. <br />(1) Storm Water Criteria - Site plans for new development of any kind will be assessed for <br />storm water quantity control and storm water quality management. The general policy on storm <br />water runoff rates is to reduce the impacts of development by maintaining predevelopment <br />hydrological conditions in the following ways: <br />(a) Decrease runoff volume. <br />(b) Decrease erosion and sedimentation. <br />(c) Decrease flow frequency, duration, and peak runoff rates. <br />(d) Increase infiltration (groundwater recharge) or filtration. <br />(e) Maintain existing flow patterns. <br />(f) Reduce time to peak flows by increasing the time of concentration to and through <br />storm sewers. <br />8 <br />• <br />• <br />• <br />