20200399 Ver 1_BR-0118_PERMITS_WETLANDS_20200102_20200325

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 11+47 L / 13+45.4 L Roadway Crossing 0.03 0.02 1 13+45.4 L / 13+85 L Proposed Bridge < 0.01 0.01 < 0.01 < 0.01 53 2 14+00 L / 14+39.4 L Proposed Bridge < 0.01 < 0.01 < 0.01 2 14+00 L / 14+70 L Bank Stabilization < 0.01 125 2 14+39.4 L / 16+54 L Roadway Crossing 0.03 < 0.01 3 11+70 TL / 13+77 TL Temp. Detour Crossing 0.09 0.02 4 14+21 TL / 16+52 TL Temp. Detour Crossing 0.11 0.03 TOTALS*:0.07 0.19 0.02 0.08 < 0.01 < 0.01 125 53 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 18OF 18 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSNorthamptonBR-011848827.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/26/2019Permanent SW impacts: 375 sq.ftTemp. SW impacts: 166 sq.ft