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� <br /> ' A conceptual plan is described for deveioping an enhanced drainage swale that <br /> incorporates the undisturbed ponion of the existing isolated wetland, includes tlow <br /> t control strucmres, and is enhanced with native plant species. 77ie intent of the <br /> enhanced swale is to provide habitat for passerine birds,convey storm wacer runof(, <br /> and improve water qualiry. 'll�e swale would be five to ten wide, and meander <br /> ' through thc 24toot drainage eazement along the south properry line and through thc <br /> outer ponion of the buller along the stream corridor. This would provide over 800 <br /> (eet of enhanr:ed Jrainage swale enconpassing about 0.2 acres. 'fhe swale would <br /> , be wnstructed in two types: conveyance channel and infiltration ditch. Although <br /> the swale will need to be specifically engineered, the following describes how the <br /> swale will be rnnstructed and function. <br /> ' The mnveyance channel portion of the swale would begin in the southeazt comer <br /> of the property where the on•site storm drainage system outict will be located. The <br /> ' drainage would be conveyed into the existing undisturbed portion of the isolated <br /> wetland. A control strucmrc would need to be placed at the western edge of the <br /> weUand to control drainage on to the neighboring parcel. Other log or rock weir <br /> t wntrol strucwres would need to be placed at strategic loca�ions to facilitate slopc <br /> and swale gradients. This portion of ihe swalc would be about 300 feet in length. <br /> As the swale reaches the native growth bu((er, it w�ll Wrn norlhwesterly aad be <br /> t located along the outer edge of the bu(fer. At this point the swale will be deveioped <br /> into an infiltration ditch ocarring parallel to the topography. Functioning as an <br /> infiltration ditch,storm water would be hcld behind a small berm, and during peak <br /> 1 evems, would sheet tlow over the berm into thc farested buffer. M emergenry <br /> control strucmre would be lacated at the terminus of the infiltration ditch for <br /> extremely high flows. A detailed landscape plan will be developed. The infiltration <br /> 1 portion of the enhanced drainage ditch would be 500 feet in Iength. A conceptual <br /> planting list and approach is described below. <br /> ' A variety of native trees,shrubs and ground covers could be planted to enhance the <br /> character and functioning o(the proposeJ swale. Two distinct planting zones would <br /> occur in the swale: swale bottom and swale side•slopes. The swale bottom would <br /> ' be seasonally inundated and remain saturated into the early summer months. The <br /> swale would most likely bccome dry during the late summer months. To lengthen <br /> the saturation period in the bottom o(the swale,the swale could be over-excavated <br /> � and replaced with a organic peat soil to better retain moiswre. Control swctures <br /> rnuld be installed to provide a small amount o(dead storage,and where placed in <br /> combination with organic soil deposits,would facilitate development of water regime <br /> , suitable Eor supporting hydrophytic planu into the summer mon�hs. Native plants <br /> that could be planted in the swale bottom might includc willow,red•osier dogwood, <br /> slough sedge,soft rush,small-(ruited bulrush,creeping buttercup,and a hydromulch <br /> , rnmprised of ineadow or red fescuc, redtop benigrass, and smartwecd. <br /> 71ie side•slopcs o(the swale would be comprised of well-drained soils and would not <br /> support a water regime suitable for hydrophyte plant spccies. The opportuniry does <br /> texist �o plant a variety of trces and shrubs. These plantings may include westem <br /> ' <br /> ' <br /> � <br />