20211107 Ver 1_I-5987A_Wetland_Impact_Summary_Form2_2021-11-05_20211109

HandExisting 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)1-15 Totals from Sheet 53 =>3.456 0.029 0.546 0.397 0.156 383 9616 LA2 340+00-351+50 Lt.Rdy fill,1@48" RCP,1@42"RCP0.354 0.28517 LA2 342+15 Rt. Roadway fill/False cut ditch0.035 0.02418 LA2 352+25-353+10 Lt. Roadway fill0.024 0.01919 LA2 354+06 Rt. & Lt. 2@7'X7' RCBC0.012 0.001 0.018 0.006 82 2619 LA2 354+06 Rt. & Lt. Bank Stabilization0.020 8220 LA2 366+29 Rt. & Lt. Rdy Fill/2@8'X9' RCBC0.139 0.022 0.119 0.035 0.025 96 10420 LA2 366+29 Rt. & Lt. Bank Stabilization0.026 9621A LA2 404+01 Rt Roadway fill0.01321A LA2 404+01 Rt Tailditch-Cleanout **0.110 48821 LA2 398+86-402+73 Lt. Roadway fill0.057 0.112 0.12222 LA2 454+44-455+52 Lt. Roadway fill **0.02222 LA2 454+44-455+52 Lt. Bank Stabilization0.004 1422 LA2 454+90 Rt. & Lt. 2@8'x7' RCBC0.003 0.001 0.006 0.007 22 4522 LA2 454+90 Rt. & Lt. Bank Stabilization0.018 8323 Y3 24+79 Rt. & Lt. 2@8'x7' RCBC0.020 0.003 57 1023 Y3 24+79 Rt. & Lt. Bank Stabilization †0.010 0.013 33 30TOTALS*:4.080 0.000 0.188 1.092 0.000 0.588 0.320 948 799 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 55 OF 5547533.1.2November 5, 2021Robeson CountyNC DEPARTMENT OF TRANSPORTATIONI-5987A** Site 21A & 22: Includes Tributaries TAD and TP respectively. Therefore, Permanent or Temporary Surface Water impacts are considered for area only. for area only. Site 21A totals include SAB Temporary Surface water impacts: 0.107 ac., 488 LF.** Site 21A Temp. SW impacts = 0.110 ac. 0.070 ac. is SAB + 0.040 ac. is TAD WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS† Site 23: Bank Stabilization includes removal of existing roadway embankment and pipe, and installation of Rip Rap Class I to the proposed streambed elevation per profile.