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2/90 <br /> Table 3.5 (Cont. ) <br /> SUBWATERSHED TIME <br /> DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST * <br /> SC-1 Future Outlet from wetland to (F) 1,000 <br /> any future Silver Lake <br /> Road storm sewer. <br /> SC-2 Future Construction of a (F) 45,000 <br /> sediment pond and <br /> appurtenances north of <br /> Woodcrest Park. <br /> SC-2 Future Storm sewer from (F) 44,000 <br /> Woodcrest Drive, <br /> through Woodcrest Park <br /> to the proposed sedi- <br /> ment pond on north <br /> side of park. <br /> SC-3 Future Replace existing 24" (F) 11,000 <br /> CMP with twin 36" RCPs <br /> and install a special <br /> 111 outlet structure. Outlet <br /> structure is to be <br /> designed to hold back <br /> 100-year design storm to <br /> existing rate and pass all <br /> other larger events. <br /> SC-4 Future Construction of a (F) 29,000 <br /> sediment pond south <br /> of Woodlake Drive <br /> between Pleasant View <br /> Drive and Knollwood <br /> Road. <br /> NW-1 Future Cost share with the City (F) 22, 500 <br /> of Spring Lake Park on a <br /> drainage project for Park <br /> Square located north of <br /> Highway 10 and west of <br /> Pleasant View Drive. <br /> Agreement dated June 29, 1987. <br /> FEM Future Update 1981 Flood ( F) 10,000 <br /> 411 Update Insurance Study. <br /> 3.2 - 8 <br />