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Feasibility Report Northeast Lino Lakes Drainage Improvement Project WSB Project No. 02029-790 Page 10 event and will need to be planted with a suitable planting palette that can tolerate periodic inundation to maintain vegetation. 4.4. Storm Water Quality The study area will include a variety of measures to provide treatment and improve water quality in Peltier Lake and the Anoka Chain of Lakes to minimize impacts related to this project. All individual developments will be required to manage stormwater on site to the current and applicable Rice Creek Watershed District rules. It is anticipated the study area will include a water quality treatment train with sedimentation BMPs located in upland areas, designed to remove solids and particulate matter, combined with surface and media filtration to remove dissolved particulates, nitrogen and phosphorus, prior to entering the new storm sewer. The existing and proposed total phosphorus loading from the study area to Peltier Lake were evaluated at a conceptual level, using event mean concentrations from the Minnesota Stormwater Manual for the general land use types within the study area. While the development of the study area would result in increased total phosphorus loading to Peltier Lake by about 16 pounds annually, without treatment, the City of Lino Lakes and RCWD required water quality treatment practices will actually reduce the total phosphorus loading to below existing conditions. Refer to APPENDIX D for details and design requirements for the study area. 4.5. Permits and Approvals Construction of the pipe and outlet will disturb more than one acre of land and will require a National Pollution Discharge Elimination Systems (NPDES) General Stormwater Permit [MNR 100001] that must be obtained by Lino Lakes from the Minnesota Pollution Control Agency (MPCA). The project includes a new outlet to Peltier Lake, as such the City will need to obtain a DNR Public Waters Work permit (GP2004-0001) from the MnDNR, as well as obtain a Rice Creek Watershed District [RCWD] permit to demonstrate no adverse impacts will be created as result of this project. The project also includes a culvert crossing under I-35E; as such the City will need to obtain a Utility Accommodation on Trunk Highway Right of Way Permit (Form 2525) and a Miscellaneous Work on a Trunk Highway Right of Way permit (Form 1723) from MnDOT. The project includes a storm drain crossing under 20th Avenue (CSAH 54), a Right of Way Permit from Anoka County may be required. The storm water conveyance alignment has been chosen to avoid or minimize wetland impacts; however any modifications to existing wetlands would require approval by the Technical Evaluation Panel (TEP).