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d. <br />e. <br />f. <br />A majority of the runoff from the site (and from the roads to be constructed within <br />the Garden Lane corridor and within the site) will be directed to a stormwater pond <br />above the northerly ravine. This pond will serve both water quantity and quality <br />functions, and will result in flow rates in this ravine that are no greater than the pre­ <br />development condition. Reasons for directing a majority of the flows to this ravine <br />include that it has a flatter gradient with less erosion potential, and adding flows to <br />this ravine will have minimal impact to properties downstream as compared to the <br />potential impact if all flows were directed to the southeasterly ravine per the existing <br />natural drainage areas. Further, this ravine discharges to a wetland hydraulically <br />separated from Lake Minnetonka by a driveway and culvert, hence further treatment <br />of runoff will naturally occur within this wetland. <br />Both stormwater ponds are designed to meet National Urban Runoff Program <br />(NURP) standards for water quality. NURP ponds are designed to result in an <br />average reduction of phosphorus of 60%. Additionally, covenants will be established <br />requiring the property owners within the plat to use phosphorus-free fertilizers for <br />lawn maintenance. The water discharged from tliese ponds is not likely to be a <br />significant source of added pollution to Forest Lake Bay. <br />Road and utility construction and site grading will be occurring primarily in areas <br />where existing slopes are relatively level. Tlie site plan has been revised a number <br />of times to incorporate changes suggested by the City staff and by the area residents, <br />resulting in decreased road lengths, minimization of disturbance of sensitive slopes, <br />and retention of existing vegetation within the ravine areas and on most of the slopes <br />exceeding 12%. <br />Virtually all previous development in the Saga Hill area was completed prior to the adoption <br />of development requirements for managing stormwater runoff As a result, there has been <br />a need to retrofit stormwater management facilities into the neighborhood. An example is the <br />storm pond constructed just west of the south end of Tonkaview Lane; another example is <br />the sediment and rate control berra required of the recently constructed home at 4685 <br />Tonkaview. Additionally, the draft Orono Surface Water Management Plan indicates the <br />need for new water quality ponds to protect the quality of Forest Lake. The ponds proposed <br />with this development will reduce the magnitude and property impacts of those future ponds <br />by trapping pollutants and retaining runoff higher in the watershed. <br />Page 4 of 8