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CHAGRIN <br />C/'~ RIVER <br />AARTN BRSD <br />i May 2016 <br />temporary seeding, permanent seeding, mulching, matting, sod stabilization, vegetative buffer <br />strips, phasing of construction operations, the use of construction entrances, and the use of <br />alternative ground cover. <br />Erosion control practices must meet the following requirements: <br />(1) Stabilization. Disturbed areas must be stabilized as specified in Tables 1 and 2 <br />below. <br />Table 1: Permanent Stabilization <br />Area requrin ennanent stabil~xzation~~_. ~ Time-frame ro ap,ly erosion controls _:_ _~ <br />Any area that will lie dormant for one year or more. Within 7 days of the most recent disturbance. <br />Any area within 50 feet of a surface water of the <br />state and at final grade. Within 2 days of reaching final grade. <br />Any other areas at final grade. Within 7 days of reaching final grade within that <br />area. <br />Table 2: Temporary Stabilization <br />Area re wiring tens oraiy slal~ilcatioii: Ti-iie fi-anie to a ~}~1'y c,ic~s_on cc~ritiols ~,, ~,. ~~ <br />Any disturbed area within 50 feet of a surface Within 2 days of the most recent disturbance if that <br />water of the state and not at final grade. area will remain idle for more than 14 days. <br />For all construction activities, any disturbed area, Within 7 days of the most recent disturbance within <br />including soil stockpiles that will be dormant for the area. <br />more than 14 days but less than one year, and not <br />within 50 feet of a surface water of the state. For residential subdivisions, disturbed areas must <br /> be stabilized at least 7 days prior to transfer of <br /> ownership or operational responsibility. <br />Disturbed areas that will be idle over winter. Prior to November 1 or the onset of winter weather, <br /> whichever occurs first. <br />Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, <br />alternative stabilization techniques must be employed. <br />(2) Permanent stabilization of conveyance channels. Applicants shall undertake <br />special measures to stabilize channels and outfalls and prevent erosive flows. <br />Measures may include seeding, dormant seeding, mulching, erosion control <br />matting, sodding, riprap, natural channel design with bioengineering techniques, <br />or rock check dams, all as defined in the most recent edition of Rainwater arzd <br />Land Development or the Field Office Technical Guide available at <br />www.nres.usda. goy/technicaUefot~/. <br />(c) RUNOFF CONTROL PRACTICES. The SWP3 shall incorporate measures that control <br />the volume and velocity of stormwater runoff within the site to prevent erosion. Peak <br />flow rates and total stormwater volume shall be controlled to minimize erosion and <br />outlets, downstream channel and streambank erosion. Such practices may include rock <br />check dams, pipe slope drains, diversions to direct flow away from exposed soils and <br />protective grading practices. These practices shall divert runoff away from disturbed <br />areas and steep slopes where practicable. Velocity dissipation devices shall be placed at <br />discharge locations and along the length of any outfall channel to provide non-erosive <br />flow velocity from the structure to a water course so that the natural physical and <br />biological characteristics and functions are maintained and protected. <br />15 <br />