Laserfiche WebLink
3/92 <br />Table 3.5 (Cont.) <br />SUBWATERSHED <br />DESIGNATION PRIORITY CORRECTIVE ACTION <br />EW-9 Future Repair, modify, and/ <br />or replace wetland <br />outlet located near <br />Woodcrest Drive and <br />Ironwood Road. <br />EW-10 Future Storm sewer from <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 />SC-2 Low Feasibility report <br />regarding optimal wet- <br />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 <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 />needs. <br />3.2 - , <br />