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control plans approved by a soil and water conservation district may be required if project <br />size and site physical characteristics warrant; and <br /> <br />(b) be designed and constructed to effectively manage reasonably expected quantities <br />and qualities of stormwater runoff. Impervious surface coverage within any tier must not <br />exceed 25 percent of the tier area, except that for commercial PUD's 35 percent <br />impervious surface coverage may be allowed in the first tier of general development <br />lakes with an approved stormwater management plan and consistency with this section. <br /> <br />4. Centralization and Design of Facilities. Centralization and design of facilities and <br />structures must be done according to the following standards: <br /> <br />(a) planned unit developments must be connected to publicly owned water supply <br />and sewer systems, if available. On-site water supply and sewage treatment systems <br />must be centralized and designed and installed to meet or exceed applicable standards or <br />rules of the Minnesota Department of Health and this section. On-site sewage treatment <br />systems must be located on the most suitable areas of the development, m~d sufficient <br />lawn area fkee of limiting factors must be provided for a replacement soil treatment <br />system for each sewage system; <br /> <br />(b) dwelling units or sites must be clustered into one or more groups and located on <br />suitable areas of the development. They must be designed and located to meet or exceed <br />the [bllowing dimensional standards for the relevant shoreland classification: setback <br />l¥om the ordinary high water level, elevation above the surface water features, and <br />maximum height. Setbacks from the ordinary high water level must be increased in <br />accordance with this section for developments with density increases; <br /> <br />(c) shore recreation facilities, including but not limited to swimming areas, docks, <br />and watercraft mooring areas and launching ramps, must be centralized and located in <br />areas suitable for them. Evaluation of suitability must include consideration of land <br />slope, water depth, vegetation, soils, depth to groundwater and bedrock, or other relevant <br />factors. The number of spaces provided for continuous beaching, mooring, or docking of <br />watercraft must not exdeed, one for each allowable dwelling unit:or site in the first tier <br />(notwithstanding existing mooring sites in an existing commercially used harbor). <br />Launching ramp facilities, including a small dock for loading and unloading equipment, <br />may be provided for use by occupants of dwelling units or sites located in other tiers; <br /> <br />(d) structures, parking areas, and other facilities must be treated to reduce visibility as <br />viewed from public waters and adjacent shorelands by vegetation, topography, increased <br />setbacks, color, or other means acceptable to the local unit of government, assuming <br />summer, leaf-on conditions. Vegetative and topographic screening must be preserved, if <br />existing, or may be required to be provided; <br /> <br />(e) accessory structures and facilities, except water oriented accessory structures, <br />must meet the required principal structure setback and must be centralized; and <br /> <br />31 <br /> <br /> <br />