Laserfiche WebLink
3/92 <br /> • <br /> Table 3.5 (Cont. ) <br /> SUBWATERSHED TIME <br /> DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST * <br /> Low Feasibility Report 1994 5,000 <br /> regarding optimal wet- <br /> land management and <br /> function of the area <br /> located at Greenfield <br /> Avenue and Hillview Road. <br /> The report should include <br /> a 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 /> Low Improve outlet under 1996 2,000 <br /> Hillview Road to <br /> 410 eliminate grouted <br /> rip-rap. Outlet config- <br /> uration should be <br /> identified in Feasibility <br /> Study listed above. <br /> GF-3 Future Outlet modification at (F) 2,000 <br /> wetland to reduce flow <br /> to Judicial Ditch #1. <br /> GF-4 Future Construct sediment (F) 68,000 <br /> basin and necessary <br /> appurtenances at inlet <br /> pipe from Edgewood <br /> Drive. <br /> GF-5 Future Ditch improvement from (F) 5,000 <br /> GF-3 outlet culvert under <br /> New Highway 10 to Judicial <br /> Ditch #1 . <br /> GF-5 Future Replace existing CMP (F) 7, 000 <br /> culvert east of Lois <br /> Drive and Knoll Drive <br /> with an RCP. Culvert <br /> conveys Judicial Ditch <br /> 410 #1 under Lois Drive. <br /> 3.2 - 4 <br />