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05-11-1998 Council Packet
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05-11-1998 Council Packet
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ferjhzer management • •mod high mod-high • •no no no no <br />eaten casin eieanmg low no no no low ’**no no no <br />suD-grade ereparation <br />non-Dhospr^erus fertilizers <br />Temporary <br />Temporary silt fence yes yes no no yes***no no no <br />Straw bales yes yes no no yes***no no no <br />Temporary sediment basin yes yes design speafie • •yes outlet <br />speafie <br />design <br />specifie <br />low <br />Roex entranea pad no no ■ no no yes no no no <br />* Natural wetlands can also contnbute nutnents <br />'* No data to evaluate effectiveness <br />*• Small volumes only <br />(b) Temporary BMPs must be incorporated in all projects requiring a permit under this rule, as <br />follows: <br />(1) An Erosion Control Plan must be prepared by a qualified individual showing <br />proposed methods of retaining waterborne sediments on-site during the period of <br />construction and showing how the site will be restored, covered, or revegetated after <br />construction; <br />(2) The Erosion Control Plan shall be consistent with specifications of the MPCA <br />manual “Protecting Water Quality in Urban Areas” (revised July 1991) and its future <br />revisions; <br />(3) Permanent detention/retention ponds, used as temporary sedimentation basins must <br />be cleaned out after construction is complete; <br />(4) Erosion control measures, such as silt fences and hay/straw bales shall be removed <br />after all disturbed areas have been fully st^Mlizer*; <br />(5) Sites with high erosion potential characterized by steep slopes or erodible soils may <br />be subject to the provisions of section 2, paragraph (f) of this rule. <br />4. WATER QUANTITY CONTROL REQUIREMENTS. <br />(a) The peak rate of stormwater runoff from the site shall not increase as a result of the proposed <br />development. Developed peak rates of runoff shall be controlled such that the existing peak rates <br />are not exceeded. This criteria shall be analyzed and met for runoff producing events of critical <br />duration with return frequencies of 1,10 and 100 years in the subwatershed in which the site is <br />located. <br />Draft - April 29, 1998
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