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free of limiting factors must be provided for a replacement <br /> standard soil treatment system for each sewage system. <br /> (2) Conservation subdivisions shall be connected to publicly <br /> owned water supply and sewer systems, if available. Where <br /> publicly owned water supply and sewer systems are not <br /> available, conservation subdivisions shall either establish <br /> dedicated areas for individual sewage treatment systems or <br /> establish centralized water supply and sewage treatment <br /> systems to serve the entire subdivision. <br /> (i Residential x.1.,....,,,,1 unit ,1,,,,elop„,.,„+„ must be eeiineete <br /> to ..,,blie1., a ,,,1 water ter ply and when sewer- <br /> available. <br /> (2) 011 site water supply and se-,�ge ,1ill'lll J,'JllilllJ 11111J1 <br /> eVU <br /> (3) On sewage treatment-systems-must be 1,.,,.,+,.,] in a <br /> suitable area ef the , area <br /> soil treatment system F eaeh system. <br /> F. Erosion control and Stormwater Management. Erosion control <br /> and stormwater management for developments must meet the <br /> standards in Section 17-8.2(3)(F). For planned unit <br /> developments, the impervious surface coverage shall not exceed 15 <br /> percent in either the total project area or the first tier. For <br /> conservation subdivisions, the impervious surface coverage for <br /> lots must meet the standards in 17-8.2(3)(F). Erosion control and <br /> stormwater management shall be designed by certified personnel <br /> in erosion and sediment control using the best management <br /> practices found in the latest Pollution Control Agency's <br /> stormwater best management practices manual, approved by the <br /> local government, and effectively implemented. <br /> (1) For post construction stormwater management, when <br /> possible, existing natural drainage ways, wetlands, and <br /> vegetated soil surfaces must be used to convey, store, filter, <br /> and retain stormwater runoff before discharge to public <br /> waters. When development density, topographic features, <br /> and soil and vegetation conditions are not sufficient to <br /> adequately handle stormwater runoff using natural <br /> features and vegetation, various types of constructed <br /> facilities such as diversions, settling basins, skimming <br /> devices, dikes, waterways, and ponds may be used. <br /> Preference must be given to designs using surface <br /> drainage, vegetated filter strips, bioretention areas, <br /> rainwater gardens, enhanced swales, off-line retention <br />