1720 124TH PL SE 2016-01-01 MF Import

01/12/2005 22:54 2538582534 8 A I� �� 1� outlet device, the surcounding development could dump excess water into Wetland C and kill the trees. Roof run-off and other clean water irom the site wfll be discherged into Wetland C to ensure hydrology and prevent surrounding development from cutting off hydrology. Shore stabilization Is not applicable. Pollution assimllation and sediment retent�on will be unchanged for Wetlands A and B. Wetlahd A will be slightly fllled, but it will be insigniFicant compared to the remaining aroas of Wetland B and lhe conslricted outlets. The pollution assimllation and sediment rotention of WeUand C will be enhanced, as there will bo an ove�low forcing stream water to dump into Wetland C from tho surrounding developed �rea. Floodwater and storago of Wetlends A and B will be relatively unchanged. Watlend A wfll have a loss of some storm water, but lhis wlll be restored through the construction of tract 996, the storm water trect. Wetland C will have an Increased velue for service run-oH and 11ood storago by receiving water from the development and discharge through a controlled outlet. StoRn water retention is tho same as above. Stream base flow maintenance will be relatively unchanged. There w(II be a slight modification of Wetland C, but it will not bo measurable. There wili be no chango in ground water recherge. (t,) BuHer Functional Values Replacement BuHer functional valuo for flsh and wlldllfe will be enhanced over the standard proJect approach. In the standard project, tract 996 would be designated lots to be cut and cleared. Under the proposed large area of tract 996, the butfer added area would be preserved. This will be desfgnated buffer of Wellands A and C and be a substanUal enhancement over the traditional 25-foot buifer. Runoff absorption of the enhancod buffer will Improve over existing condltions. 3BA7 B8/1, Inc. 1111I05