20191245 Ver 1_U-4714AB Permit Drawings_20190917

Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 837+80 -L- (LT) Extend 2 @ 7' x 6' RCBC < 0.01 14 1 837+80 -L- Bank Stabilization 0.01 < 0.01 45 33 2 839+00 -L- (LT) Extend 2 @ 7' x 6' RCBC < 0.01 31 2 839+00 -L- (LT) Bank Stabilization 0.01 < 0.01 51 31 2 15+20 -Y6RPC- (RT) Bank Stabilization < 0.01 < 0.01 6 20 3 19+50 -Y6RPC (RT) 30" RCP 0.02 197 3 19+50 -Y6RPC (RT) Bank Stabilization < 0.01 < 0.01 31 10 4 129+50 -Y6- Bank Stabilization < 0.01 < 0.01 26 24 TOTALS*: 0.06 0.03 401 118 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 17OF 17At Sites 1 and 2, the existing culvert is not buried, therefore the culvert extension will not be buried. The bottom elevation of the extendedculvert will match the elevation of the existing stream bed.At Site 1, 0.01 ac (45 lf) of temporary impacts due to construction activities are included within the bank stabilization impacts.At Site 2, 0.01 ac (51 lf) of temporary impacts due to construction activities are included within the bank stabilization impacts.At Site 3, <0.01 ac (31 lf) of temporary impacts due to construction activities are included within the bank stabilization impacts. WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSMECKLENBURGTIP NO. U-4714ABWBS NO. 39078.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS09/12/2019