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3/92 <br /> • Table 3.5 (Cont. ) <br /> SUBWATERSHED TIME <br /> DESIGNATION PRIORITY CORRECTIVE ACTION TABLE COST * <br /> GF-6 Future Ditch improvement on (F) 15,000 <br /> reach draining into <br /> Judicial Ditch No. 1 <br /> between Lois Drive and <br /> Hillview Road. <br /> 35W-3 Future Sediment Removal (F) 5,000 <br /> * EW-1 High Feasibility study on 1993 5,000 <br /> optimal wetland manage- <br /> ment and function of the <br /> wetland located between <br /> Old Highway 10 and Silver <br /> Lake Road north of County <br /> Road I. Cost of con- <br /> struction can be born by <br /> the developer of the site. <br /> EW-7 v""- IIigh New om 1992 1,000 <br /> 110 wetland to Long Lake <br /> Road storm sewer system. <br /> EW-8 High Construction of a 1992 108,000 <br /> water quality improve- <br /> ment wetland at Long Lake <br /> Road and Ridge Lane. <br /> The basin was initially <br /> proposed in SEH report <br /> "Edgewood District <br /> Drainage Plan" ( 1988) . <br /> Feasibility and Construction <br /> Plans and Specifications <br /> under SEH Job #89271 . <br /> 173.°146 High Trunk sto-rm 3cwcr from 19.02 23,0$0 <br /> Silverview Pond to Long <br /> Lake Road and County <br /> Road H2 (part of Long <br /> Lake Road storm sewer) . <br /> DW 10 °x1415 high Tttlitit---ettirtri sewer frac 1992 10&,400 <br /> Long Lake Road and <br /> Ridge Lane to Woodcrest <br /> Drive and Irondale Road <br /> (part of Long Lake Road <br /> 411 storm sewer) . <br /> 3. 2 - 5 <br />