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3/92 <br /> • Table 3.5 (Cont. ) <br /> SUBWATERSHED TIME <br /> DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST * <br /> EW-9 Future Repair, modify, and/ (F) 7,000 <br /> or replace wetland <br /> outlet located near <br /> Woodcrest Drive and <br /> Ironwood Road. <br /> EW-10 Future Storm sewer from (F) 17,000 <br /> Clearview Avenue and <br /> Edgewood Drive to <br /> Clearview Avenue and <br /> Irondale Road. The storm <br /> sewer is required only if <br /> the County Road H2 storm <br /> sewer is constructed from <br /> Old Highway 10 to Long <br /> Lake Road. <br /> Low Feasibility report 1995 5,000 <br /> regarding optimal wet- <br /> 110 land management and <br /> function of the area <br /> located east of Woodcrest <br /> Drive and Silver Lake <br /> Road. The report should <br /> include a cost estimate, <br /> required sediment pond <br /> size, 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 /> *SC-4 Low Feasibility report on 1996 5,000 <br /> a sediment pond <br /> located south of <br /> Woodlake Drive between <br /> Pleasant View Drive and <br /> Knollwood Road. The <br /> report should include: <br /> a cost estimate, required <br /> sediment pond size, <br /> outlet structure configura- <br /> tion, and land acquisition <br /> 411 needs. <br /> 3. 2 - 7 <br />