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1 2. Be designed and constructed to effectively manage reasonably expected <br /> 2 quantities and qualities of stormwater runoff. Impervious surface coverage <br /> 3 within any tier must not exceed 25 percent of the tier area, except that for <br /> 4 commercial PUDs 35 percent impervious surface coverage may be allowed in the <br /> 5 first tier of general development lakes with an approved stormwater <br /> 6 management plan and consistency with this subdivision. <br /> 7 d. Centralization and design of facilities. Centralization and design of facilities and <br /> 8 structures must be done according to the following standards: <br /> 9 1. Planned unit developments must be connected to publicly owned water supply <br /> 10 and sewer systems, if available. On-site water supply and sewage treatment <br /> 11 systems must be centralized and designed and installed to meet or exceed <br /> 12 applicable standards or rules of the state department of health and this <br /> 13 subdivision. On-site sewage treatment systems must be located on the most <br /> 14 suitable areas of the development,and sufficient lawn area free of limiting factors <br /> 15 must be provided for a replacement soil treatment system for each sewage <br /> 16 syste m; <br /> 17 2. Dwelling units or sites must be clustered into one or more groups and located on <br /> 18 suitable areas of the development. They must be designed and located to meet <br /> 19 or exceed the following dimensional standards for the relevant shoreland <br /> 20 classification: setback from the ordinary high water level, elevation above the <br /> 21 surface water features, and maximum height. Setbacks from the ordinary high <br /> 22 water level must be increased in accordance with this subdivision for <br /> 23 developments with density increases; <br /> 24 3. Shore recreation facilities, including but not limited to swimming areas, docks, <br /> 25 and watercraft mooring areas and launching ramps, must be centralized and <br /> 26 located in areas suitable for them. Evaluation of suitability must include <br /> 27 consideration of land slope,water depth,vegetation,soils,depth to groundwater <br /> 28 and bedrock, or other relevant factors. The number of spaces provided for <br /> 29 continuous beaching, mooring, or docking of watercraft must not exceed one for <br /> 30 each allowable dwelling unit or site in the first tier (notwithstanding existing <br /> 31 mooring sites in an existing commercially used harbor). Launching ramp facilities, <br /> 32 including a small dock for loading and unloading equipment, may be provided for <br /> 33 use by occupants of dwelling units or sites located in other tiers; <br /> 34 4. Structures, parking areas, and other facilities must be treated to reduce visibility <br /> 35 as viewed from public waters and adjacent shorelands by vegetation,topography, <br /> 36 increased setbacks, color, or other means acceptable to the local unit of <br /> 37 government, assuming summer, leaf-on conditions. Vegetative and topographic <br /> 38 screening must be preserved, if existing,or may be required to be provided; <br /> 39 5. Accessory structures and facilities, except water oriented accessory structures, <br /> 40 must meet the required principal structure setback and must be centralized; and <br /> 41 6. Water-oriented accessory structures and facilities may be allowed if they meet or <br /> 42 exceed design standards contained in this subdivision and are centralized. <br /> 43 (5) Conversions. Local governments may allow existing resorts or other land uses and facilities to <br /> 44 be converted to residential planned unit developments if all of the following standards are <br /> 45 met: <br /> 46 a. Proposed conversions must be initially evaluated using the same procedures for <br /> 47 residential planned unit developments involving all new construction. Inconsistencies <br /> 48 between existing features of the development and these standards must be identified. <br /> Page 148 of 160 <br />