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DCPCUP-0000-01509
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CUPS 00001-02383
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DCPCUP-0000-01509
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Last modified
10/23/2015 10:53:27 AM
Creation date
10/23/2015 10:53:20 AM
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Template:
Rezone/CUP
Rezone/CUP - Type
CUP
Petition Number
01509
Town
Cottage Grove Township
Section Numbers
33
AccelaLink
DCPCUP-0000-01509
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DANE COUNTY LAND CONSERVATION i 6082243745 08/05/98 20:12 5 :01/03 NO:732 <br /> DANE COUNTY <br /> y LAND CONSERVATION DEPARTMENT <br /> �+ �f _�- <br /> `C FEN OAK RESOURCE CENTER <br /> 0'' ,'' v- 1 Fen Oak Ct.,Rm.208,Madison,Wisconsin 53718-8812 <br /> PH:6081224-3730•FAX:608/224-3745 <br /> DATE: August 6. 1998 <br /> TO: Jim Gregorius <br /> Zoning A iministrator <br /> FROM: Aicardo k aa, Ph.D dr. <br /> Urban Conservationist re a w.-- <br /> r <br /> RE: yAJIAR 1 MAT LS.ECP 3-407 <br /> COTTAGE GROVE.TN7 RILE. SECTIO1Nt 33 <br /> The submitted erosion cc ntrol plan meets the needs of the site with the following additions: <br /> 1. Installation of an entrance tracking pad 20' x 150' x 12' of 6" clear stone to prevent <br /> tracking onto the public highway. The tracking shall be maintained at all times. Sediment <br /> reaching the public roadway shall be removed by street cleaning(not flushing) at the end <br /> of each workday ix-more frequently, if necessary. <br /> 2. Within 14 days af.er the beginning grading for the access road and ditches, an erosion <br /> control mat shall 1 H installed to a height of 1 foot above the£towline. <br /> The seed in the di aches shall be applied 506/0 under the erosion mat. <br /> 3. A sediment basin ;hall be constructed prior to any grading activity. The sediment basin <br /> is required to comply with erosion control ordinance to reduce sediment to 7.5 tons/acre. <br /> Three feet of permanent pool is required below the dewatering orifice to store sediment <br /> during the life of t le project. <br /> The erosion contn)1 plan requires that the outside of the containment berm around the <br /> sediment basin be completed in four days from start of initial grading to application of <br /> the polymer mulct <br /> The berm around i he basin requires a combination of polymer and mulch treatment to <br /> reduce sediment to the county standards. The polymer shall be applied at a rate of 5 lbs. <br /> per acre. The mul:h shall be applied at a rate of 750 lbs. per acre. <br /> The outlet of the s ediment basin needs to be protected with I)so rip-rap to reduce flow <br /> velocities and stab line the outlet. <br />
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