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inter;f luve <br /> Applied River and Wetland Restoration <br /> MEMORANDUM Founded 1983 <br /> To: Rob Davis, WDNR <br /> From: Beth Wentzel and Marty Melchior, Inter-Fluve <br /> Date: 2/10/2016 <br /> Re: Harbison Creek Flood Impacts <br /> Inter-Fluve is working with John and Rose Mary Harbison to restore ecological function to a <br /> creek that flows through their property. The area within and adjacent to the stream was <br /> previously excavated to create a small pond, which reduced the quality of habitat for native <br /> stream fish. The goals of the project are to (1) provide additional cold water habitat for trout that <br /> are currently within the watershed, (2) convert manmade pond habitat to floodplain emergent <br /> wetland habitat, (3) improve aesthetics of the stream corridor, (4) improve accessibility to the <br /> stream and adjacent wetlands, and (5) improve aquatic habitat conditions. The proposed work <br /> consists of constructing a new, meandering channel to the east of the existing pond and filling <br /> the pond to create floodplain wetland habitat. The basis for the design is described in the Token <br /> Creek Basis of Design Report (Inter-Fluve, 2015). <br /> As part of the design process, Inter-Fluve developed existing condition and proposed condition <br /> HEC-RAS models for Harbison Creek and analyzed hydraulic conditions for several flow events, <br /> including the 100 year event. A comparison of the existing conditions and proposed conditions <br /> model results suggests that the project will not cause any increase in the 100 year flood elevation <br /> or floodway extents along Harbison Creek. Due to backwater conditions from Token Creek, the <br /> 100 yr flood elevation along the entire project reach is predicted to be 865.5, consistent with the <br /> flood elevation in Token Creek at the downstream end of Harbison Creek (see attached FEMA <br /> flood map). <br /> Wisconsin DNR staff asked whether the proposed project would have any impact on flood <br /> conditions in Token Creek. The existing pond is not designed as a flood storage feature, so the <br /> proposed project is not expected to change the flood flow rates delivered to Token Creek. <br /> Further, although grading is proposed in the Token Creek floodplain to construct the new stream <br /> channel and restore the existing pond to floodplain wetland, these changes are not expected to <br /> affect the flood elevation or the floodway extents of Token Creek. Because the proposed <br /> Harbison Creek will flow effectively perpendicular to Token Creek during flood events and will <br /> be filled with water, excavation of this channel will neither increase nor decrease the flood <br /> conveyance capacity of Token Creek. The existing pond also does not contribute to flood <br /> conveyance capacity of the creek for the same reasons, so filling the existing pond will not have <br /> any impacts on flooding conditions in Token Creek. The berm around the pond that will be <br /> lowered in conjunction with filling the existing pond is currently at an elevation of 865 at its <br /> highest point. Given that the flood elevation is 865.5, Token Creek floodwaters currently flow <br /> over the top of this berm during the 100 yr event and lowering it will not affect either the flood <br /> elevation or the floodway extents. <br /> Offices Nationwide <br /> 301 S.Livingston Street,Suite 200,Madison,WI 53703 <br /> 608 441 0342 www.intertluve.com <br />