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• <br />• <br />• <br />February 4, 2003 <br />A Eest <br />M un. iagze ✓ mi i ievni it i pan i shnl i re:jufire d i for en <br />of post be . i C+v ; <br />development agreement. This plan should address soil and tree protection <br />iloi <br />during ueV'vltii.+i 'vi It, and v'!iv keeping after development. i'v. C. viii keeping y C1i t'v <br />development ss lu1 d include parking area sweeping, iiutte . pick-up, storage <br />of <br />any hazardous materials, Later rail, turf and native -area maintenance plans, and pond <br />maintenance. <br />Al! topsoil in the site should remain o i the site. Any intention to import soils, <br />, <br />must have the approval of the City, and be 3t✓ ri tted to RC'W D for review of <br />surface water infiltration rate chances <br />L:vanau Waters Lutheran Church: <br />Since 1993 (the time The church was built), the Environmental Board has consistently <br />asked new surface water management features es to buffer watershed features. The Area to <br />the North is designated as a High-Priority Protection Area in the Lino Lakes Handbook for <br />Conservation Design. Soils in this area are sandy, and pervious. If an infiltration train were <br />designed into the site plan, there appears to be enough separation between the OHW and a <br />designed rainportdlswall area. The rain pond area must be in an area where the Seasn, laity <br />high water table is at least 3 feet from the bottom of the pond Please refer to (Attachment <br />u). The seasonally high 11 yruui io- vvaier level should be verified. Peak flow analysis indicates <br />a .23 cfs increase in water volume flow in a two year event, a .32 cfs increase in water <br />{ <br />volume flow in a 10 year event, and a .36 increase in water volume flow for a 1 g00 year <br />event for the entire site. The basin should be designed if possible to accommodate this <br />extra surface water volume, if not for the entire site. Additional ponding is shown in the turf <br />areas. No surface-water analysis information Cation is available at this time. <br />The soil areas around proposed remaining pervious areas should be protected from <br />compaction during construction. n buffer of native plants incorporated into edges <br />and a <br />surface-water-treatment-train should be planted. Ground story ma =4 <br />materials should be native in <br />the ponding and drainage stage areas, All proposed sou areas Si iould have at least inches of <br />topsoil tilled thoroughly into the subsoil as deep as possible. <br />A detailed landscape pion should indicate more foundation plants. A few oak trees should <br />be planted into the surface 'water treatment areas. Suggest changing the Sugar maples to a <br />variety of Red rnapie or oak. <br />Although there is no proposed lighting for the added space on the church, the possibility <br />exists that there may be a need to light the building in the future. if this should happen, than <br />the lighting ng-.' should be gown irv'ar u focused, no-spill type'' lighting. <br />n <br />