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CC PACKET 11101998
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CC PACKET 11101998
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12/30/2015 6:41:04 PM
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12/30/2015 6:41:00 PM
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SP Box #
22
SP Folder Name
CC PACKETS 1994-1998
SP Name
CC PACKET 11101998
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• Subd. 5. Drain inlet protection. All storm drain inlets shall be protected during <br /> construction until control measures are in place with a straw bale, silt fence or equivalent <br /> barrier meeting accepted design criteria, standards and specifications contained in the <br /> MPCA publication "Protecting Water Quality in Urban Areas". <br /> Subd. 6. Site erosion control.- The requirements of this subdivision apply only to <br /> construction activities that result in runoff leaving the site. <br /> (a) Channelized runoff from adjacent areas passing through the site shall be diverted <br /> around disturbed areas, if practical. Otherwise,the channel shall be protected as <br /> described below. Sheetflow runoff from adjacent areas greater than 10,000 square <br /> feet in area shall also be diverted around disturbed areas, unless shown to have <br /> resultant runoff velocity of less than 0.5 ft./sec. across the disturbed area for the <br /> one year storm. Diverted runoff shall be conveyed in a manner that will not erode . <br /> the conveyance and receiving channels. <br /> (b) All activities on the site shall be conducted in a logical sequence to minimize the <br /> area of bare soil exposed at any one time. <br /> (c) Runoff from the entire disturbed area on the site shall be controlled by meeting <br /> either subsections 1 and 2 or 1 and 3. <br /> • (1) All disturbed ground left inactive for 14 or.more days shall be stabilized <br /> by seeding or sodding (only available prior to September 15) or by <br /> mulching or covering or other equivalent control measure. <br /> (2) For sites with more than 10 acres disturbed at one time, or if a channel <br /> originates in the disturbed area, one or more temporary or permanent <br /> sedimentation basins shall be constructed. Each sedimentation basin shall <br /> have a surface area of at least I% of the area draining to the basin and at <br /> least three feet of depth and constructed in accordance with accepted <br /> design specifications. Sediment shall be removed to maintain a depth of <br /> three feet. The basin discharge rate shall also be sufficiently low as to not <br /> cause erosion along the discharge channel or the receiving water. <br /> (3) For sites with less than 10 acres disturbed at one time, silt fences, straw <br /> bales; or equivalent control measure shall be placed along all side slope <br /> and downslope sides of the site. If a channel or area of concentrated <br /> runoff passes through the site, silt fences shall be placed along the channel <br /> edges to reduce sediment reaching the channel. The use of silt fences, <br /> straw bales, or equivalent control measure must include a maintenance and <br /> inspection schedule. <br />
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