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Agenda Packets - 1988/04/18
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Agenda Packets - 1988/04/18
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Last modified
6/16/2025 11:43:09 AM
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MV Commission Documents
Commission Name
City Council
Commission Doc Type
Agenda Packets
MEETINGDATE
4/18/1988
Description
Regular Meeting
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Donald Pauley March 16, 1988 Page 2 <br />Ordinanc-i requirements for lands proposed to be subdivided in wetland <br />zoning districts are a minimum lot size of 20,000 square feet, a minimum <br />lot width at the building setback line of 125 feet, and a structure setback <br />distance of 100 feet from a wetland. As described above, Dynamic Designers <br />Proposal does not conform to these requirements. <br />Calculation of the natural phosphorus stripping capacity of the <br />existing wetland using the method referenced in the RCSCS Wetland Report <br />indicates that the wetland has the capacity to strip 19 pounds of <br />phosphorus per year. The watershed was calculated to produce 11 pounds of <br />phosphorus per year using the same method. Excess phosphorus stripping <br />capacity of 8 pounds per year, is therefore predict=d by the model. The <br />wetland phosphorus stripping capacity following development is predicted to <br />be 16 pounds per year. This represents a reduction of excess phosphorus <br />stripping capacity by 3 pounds per year or 38 percent of excess capacity. <br />The Dynamic Designers development represents 29 percent of the total <br />wetland area. Because the reduction of excess phosphorus stripping <br />capacity is proportionately greater than the wetland area owned by Dynamic <br />Designers, a conflict with the equal apportionment requirement of the <br />wetland ordinauce may be indicated. <br />Stormwater runoff from the site will be increased. Peak rates will <br />probably double from the undeveloped state end runoff volumes will be <br />increased by 'at least 30 percent. <br />The 100-year flood level in the pond will be increased due to the <br />combined effect of the fill and the increased runoff. The flood level will <br />be increased by approximately 0.15 feet assuming no significant changes <br />will be made to the culvert at the pond outlet. <br />If you have any questions, please call. <br />QS�inncerely, <br />er�t�A� <br />rX" _ & I <br />John Borovsky <br />.irujjmr <br />MV1/4:300,0 <br />11 <br />j <br />
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