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lob <br /> �9F M I N N EHAHA CREEK <br /> OAHA WATERSMED R ,,,a0UN0A . y <br /> w <br /> WATERSHED DISTRICT ` ; <br /> ow @ �. <br /> F <br /> 15500 Wayzata Boulevard <br /> Suite 611 Twelve Oaks Center 9FF� <br /> Wayzata, Minnesota 55391 <br /> LAKE MINNE <br /> a <br /> TONKA ` <br /> office:(612)476-7970 fax:(612)476-7973 ry <br /> A1014E507A RIVER <br /> BOARD OF MANAGERS: Thomas Maple,Jr.,Pres.•C.Woodrow Love•John E.Thomas4 Y r # <br /> Clarkson Lindley•Thomas W.LaBounty•Martha S.Hartfiiel•Pamela G.Blixt <br /> June 13, 1995 <br /> Permit Application No. 95-119: <br /> Applicant: Sue Kisting <br /> 1025 Tonkawa Road <br /> Orono, MN 55356 <br /> Location: City of Orono, T117, R23, Section 8, NW 1/4 <br /> Purpose: Shoreline improvement involving the placement of approximately 250 <br /> lineal feet of rip rap shoreline erosion control, installation 45 lineal feet <br /> of sandblanket, and floodplain alteration involving excavation and <br /> filling within the floodplain. <br /> Dear Ms. Kisting: <br /> At the regularly scheduled June 8, 1995 meeting of the Board of Managers, the subject <br /> permit application was reviewed along with the following exhibits: <br /> 1. Permit application number 95-119 received May 10, 1995. <br /> 2. Site plan received May 10, 1995. <br /> 3. Typical cross section received May 10, 1995. <br /> 4. Revised permit application with applicant's signature received June 1, 1995. <br /> Action was taken to table your permit application pending receipt and staff approval of the <br /> following exhibits: <br /> 1. Demonstration why riprap could not be used in place of the proposed retaining wall. <br /> 2. Revised fill plan and related calculations for proposed floodplain alteration. <br /> 3. Revised typical cross sections, inclusive of the following: <br /> • All dimensions and scale are clarified. It is recommended that a scale <br /> of L inch equals 2 feet be utilized. <br /> 61 A note stating "The maximum finished rock slope shall not exceed a <br /> slope of A : V." and enter the slope that is being proposed. <br /> • Continuation of ground profile waterward of OHW and which clearly <br /> indicates that the OHW will not be moved inland due to the project. <br /> N:W 18501-1 S4\LSK0612S.LTR-AES-fjv <br /> 1 <br />