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2;90 <br />Table 3.5 (Cont.) <br />SUBWATERSHED PRIORITY CORRECTIVE ACTION <br />DESIGNATION <br />Future Outlet from wetland to <br />SC any future Silver Lake <br />Road storm sewer. <br />SC-2 <br />Future <br />Construction of a <br />sediment pond and <br />appurtenances north of <br />Woodcrest Park. <br />Future <br />Future <br />Storm sewer from <br />SC-2 <br />Drive, <br />dcrest k <br />through <br />the proposed sedi- <br />to <br />ment pond on north <br />ment <br />side of park. <br />existing 24" <br />SC-3 <br />Future <br />Replace <br />CMp with twin 36" RCPs <br />and install a special <br />outlet structure. Outlet <br />structure is to be <br />designed to hold bo� <br />100-year designsto <br />all <br />existing rate and pass <br />other larger events. <br />SC-4 <br />Future <br />Construction of a <br />sediment pond south <br />Of Woodlake Drive <br />between Pleasant View <br />Drive and Knollwood <br />Road. <br />NW-1 <br />Future <br />Park onCity <br />a <br />ofsspri <br />geLake <br />drainage project for Park <br />Square locatednorwesth <br />oof <br />Highway 10 <br />Pleasant View Drive. 29, 1987. <br />Agreement dated June <br />F�McM <br />Future <br />Update 1981 Flood <br />Study. <br />Insurance <br />Update <br />3.2 - 6 <br />