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areas, and natural depressions for infiltration rather than <br /> `.. buried pipes and human-made materials and facilities. <br /> (2) Development must be planned and conducted in a manner <br /> that will minimize the extent of disturbed areas, runoff <br /> velocities, erosion potential, and reduce and delay runoff <br /> volumes. Erosion prevention and sediment control <br /> practices must be used to retain sediment on site. <br /> Disturbed soil areas must be stabilized and protected as <br /> soon as possible. The maximum time the soil in a project <br /> area can remain exposed when the area is not actively <br /> being worked is 3 days. Temporary or permanent cover for <br /> the exposed areas is required at that time but should be <br /> installed sooner if possible. All deltas and sediment <br /> deposited in surface waters, including drainage ways, catch <br /> basins, and other drainage systems must be removed <br /> within 14 days unless precluded by legal, regulatory, or <br /> physical access restraints. The areas where sediment <br /> removal results in exposed soil must be stabilized within 7 <br /> days after completing the removal. <br /> (3) To the maximum extent possible,land-disturbing activities <br /> must not occur within the shore impact zone. <br /> (4) Impervious surface Coverage: <br /> Coverage <br /> Development or (percent of Applicable <br /> Use Class or District aDDlicable area) Area <br /> Conservation General Development and <br /> Subdivision Recreational Development is Riparian lots <br /> Conservation Natural Environment, Special <br /> Subdivision Protection Sensitive Area and all 12 Riparian lots <br /> river classes <br /> Conservation All classes and districts 35 Nonriparian <br /> Subdivision lots <br /> total project <br /> Planned Unit <br /> Developments All classes and districts 15 area and ist <br /> tier <br /> W X11 PUDs must develop ,7 + + 1 <br /> �_� ��� a ...�., ......,� .........vr au aaauaaa�uiii uaa a.a v�zvii-cvraavi <br /> plan u r i .+. ,.+,.. . t fti <br /> , <br /> vegetated buffer ' sediment entrapment , <br /> strips, er-other teehniques must be used to <br /> (3) Steps shaR be taken te insure that distur-bed ground is <br /> Pestered or stabilized as seen as pessible after bein <br /> v <br /> I <br />