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6/91 <br />Table 3.5 PROPOSED IMPROVEMENTS <br />SUBWATERSHED <br />DESIGNATION PRIORITY CORRECTIVE ACTION <br />AA-5 High Long Lake Road storm <br />sewer from Ardan <br />Avenue North to dis- <br />charge location at <br />New Highway 10. <br />AA-6 <br />Low Feasibility Report <br />twet- <br />regarding optimal <br />land management and <br />function of the area <br />located at Ardan Avenue <br />and New Highway 10. The <br />report should include a <br />cost estimate, required <br />sediment pond size, <br />outlet structure <br />modifications, land <br />acquisition needs, <br />address method of <br />spreading flow uniformly <br />across wetland and recre- <br />ational benefits. <br />AA -I <br />Future Remove Sediment from (F) <br />north wetland located <br />in Ardan Fark. <br />AA-2 <br />Future Sherwood Road trunk (F) <br />storm sewer. <br />AA-3 <br />Future New outlet pipe from <br />the wetland to a storm <br />sewer on the west side <br />of Groveland Park- <br />AA-4 <br />Future Upon completion of <br />the Ardan Avenue trunk <br />storm sewer, replace the <br />existing outlet structure <br />located north of Red Oak <br />Court. The new outlet <br />should be designed for <br />minimum maintenance. <br />AA-5 <br />Future Ardan Avenue trunk <br />storm sewer. <br />3.2 - 3 <br />