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Home My WebLink About20201510 Ver 1_B-5624_Permit Drawings_20210311_20210603(Version 2.08; Released April 2018) 45579.1.1 TIP No.:B-5624 County(ies):Brunswick Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Yes Design/Future:Year:2040 Existing:Year: Aquatic T&E Species?Comments: Yes No No Wetlands within Project Limits? Swamp Waters (Sw) None Supplemental Classification: Rural, Conservation, Agricultural Driving Creek 15-7-1 0.8 0.266 mi Project Description Proposed Project LumberRiver Basin(s): City/Town: 1.1 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) Yes trpeterson@ncdot.gov Raleigh, NC 27699 Address: 2/22/2020 BrunswickN/A Tierre Peterson, PE 1581 Mail Service Center WBS Element: Bridge ReplacementWBS Element: Sungate Design GroupNCDOT Contact: 919-707-6488 Raleigh, NC 27606 Contractor / Designer: 919-710-8459 905 Jones Franklin Rd North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: Structures Management Unit Address: General Project Information B-562445579.1.1 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) B-5624 is a bridge replacement project that involves removing existing Brunswick County bridge #57, on NC 211 over Driving Creek, and replacing with a 1@85', 45" prestressed concrete girder bridge with 4.0' end bent caps. A detour and a temporary 75' long detour bridge will be constructed just downstream of the existing structure prior to its removal. Approximatley 420ft of an existing jurisdictional stream will be relocated for the construction of the detour alignment. The relocated channel will be stabilized with coir fiber matting on the banks and reforested with live stakes prior to completion of project. No deck drains will be used on the proposed or detour structure, reducing adverse stream impacts associated with direct roadway runoff. Additional measures implemented to reduce impacts to stream and surrounding wetlands inlcude; maintaining existing drainage patterns, utilizing 2:1 fill slopes in areas with guardrail, utilizing 3:1 fill slopes in areas without guardrail, discharing stormwater as far away from the stream and wetlands as practicable. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion. N/ABuffer Rules in Effect: None 1,971 2 - 12ft lanes with 8ft shoulder (4ft Paved) Waterbody Information 2021 NCDWR Stream Index No.: NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body ac. 2 - 12ft lanes with 5ft shoulder (2ft Paved) 3,000 belam@sungatedesign.com Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) Submitted 6/3/2021 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 4 SITE 1 SITE 2 SITE 5 SITE 3 SHEET 1 OF 14 PERMIT DRAWING DATE: 03-11-2021 BRUNSWICK COUNTY ON NC 211 (GREEN SWAMP ROAD NW) GRADING, DRAINAGE, PAVING AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 D T V = = = = = 1,971 3,000 9 55 15 60 % % MPH ADT ADT 2021 2040 % * DUAL 6% * TTST =9% FUNC CLASS = REGIONAL TIER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) 45579.1.1 PE PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99B-5624DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:B-5624ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAVICINITY MAP N.T.S Prepared in the Office of: PROJECT ENGINEER PROJECT DESIGN ENGINEER NCDOT CONTACT FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. N/A (NC 211) -L- = MAJOR COLLECTOR TO SR 1341 -LDET- 4 5 TO SR 1448 TOTAL LENGTH TIP PROJECT B-5624 = LENGTH STRUCTURE TIP PROJECT B-5624 = LENGTH ROADWAY TIP PROJECT B-5624 = 0.266 MILES 0.016 MILES 0.250 MILES REPLACE BRIDGE NO. 57 OVER DRIVING CREEK B-5624 END PROJECT B-5624 BEGIN PROJECT 75% PLANS DRIVING CREEK-L- POT STA. 17+03.50 BEGIN BRIDGE See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets -LDET- PC STA. 10+00.00 -L- POT STA. 10+44.20 = BEGIN TIP PROJECT B-5624 -LDET- PT STA. 24+08.10 -L- POT STA. 24+47.19 = END TIP PROJECT B-5624 ADAM M. CONRAD, P.E. MONIQUE N. GYANT, E.I. JULY 20, 2021 45579.2.1 N/A UTIL./ROW .IIICLEARING AND GRUBBING ON THIS PROJECT SHALL BE TO THE LIMITS ESTABLISHED BY MODIFIED METHOD DAVID STUTTS, P.E. -L- POT STA. 17+88.50 END BRIDGE DECEMBER 18, 2020 Egyp tRd .Rd. Rd.ExumMa katok a 1340 1342 1341 Creek Creek Mudd y Juniper Driving River Creek 211 Moon Island Swamp Swamp Rattlesnake Flowers Corner Cross Swamp Green Swamp Islands Bear Pen Br. Swamp Islands Bear Pen 211100 NAD 8 3/ NA 2 0 1 1 Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 2 OF 14 PERMIT DRAWING DATE: 03-11-2021 REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 100 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40 50 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60 70 80 90 100 90 80 70 60 50 40 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A.NAD 8 3/NA 2 0 1 1 10 11 12 13 14 15 16 17 18 19 20 21 2B-1 FOR -L- SEE SHEET NO. 4SEE SHEET 2B-2MATCHLINE -LDET- POC STA. 21+00.00DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 750 = 10 = 60.7 = 1,600 = 100 = 62.1 = >2,200 = 500+ = 63.9 = 2/22/2018 = 57.8 SITE 1 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION SITE 2 SITE 3 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * T T FILL IN WETLAND DENOTES TEMPORARY HC HC CLEARING DENOTES HAND RED MOUNTAIN TIMBERCO II LLC THE NATURE CONSERVANCY THE NATURE CONSERVANCY THE NATURE CONSERVANCY EOI FO MARKER FO MARKER FO MARKER MTL MTL MTL MTLDRIVING CREEKWOODS 7:25AM 3/18/2017 WATER LEVEL = 56.90' AT TIME OF SURVEY 150.00'EXISTING R/W EXISTING R/W WOODS WOODS WOODS BST VARIES NC 211 - GREEN SWAMP RD NW PRC Sta. 12+91.95 PT Sta. 15+83.91 PC Sta. 18+24.19 20 (-LDET-)-L- POT Sta. 10+44.20 -LDET- PC Sta. 10+00.00 =15 (-LDET-)POT Sta. 10+00.00 20 (-L-)15 (-L-)1 2 SEE DETAIL #2 SPEC LAT 'V' DITCH EST 5 SY GF EST 1 TON CL 'B' RIP RAP EST 5 SY GF EST 1 TON CL 'B' RIP RAP EST 5 SY GF EST 1 TON CL 'B' RIP RAP SEE DETAIL #2 SPEC LAT 'V' DITCH ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM STA. 17+50 TO STA. 20+00 -LDET- LT FROM STA. 14+00 TO STA. 16+40 -LDET- LT Min. D=0.5 Ft. DETAIL #2 Ground Natural Flatter3:1 or Slope Fill TO BEGIN BRIDGE FROM STA 16+41 -LDET- LT & RT SHOULDER BERM GUTTER (STRUCTURE PAY ITEM) TO EL 61.5 CL 'II' RIP RAP TB 2GI TB 2GI 15" RCP-IV 15"TB 2GI 15" RCP-III 15" RCP-III TB 2GI TB 2GI TB 2GI 15" RCP-III 15" RCP-III (ROADWAY PAYITEM) SEE DETAIL #3 BANK STABILIZATION CL 'II' RIP RAP TO EL 60.0 FILL EXTG CHANNEL LATERAL BASE CHANNEL 2:12:1 b d D B ( Not to Scale) 1"/Ft. DETAIL #1 b=5.0 Ft. B=8.0 Ft. Max. d=4.0 Ft. Min. D=4.0 Ft. Ground Natural Slope Fill Coir Fiber Est. 1,075 SY Type of Liner= Coir Fiber (Banks Only) FROM STA. 13+00 TO STA. 17+20 -LDET- RT ( Not to Scale) BANK STABILIZATION DETAIL #3 2.0ft1.5:1 MIN FROM STA. 15+40 TO STA. 15+90 -L- LT & RT Geotextile Est. 110 SY GF Type of Liner= Est. 90 TONS,CL 'II' Rip-Rap to Bridge Abument Rip-Rap Overbanks Extg. Main Channel to Elev. 60.0 Fill Extg. Channel Extg. Trib. Bed of SLOPE=0%, SEE DETAIL #1 EST. DDE=1445 CY W/ COIR FIBER (BANKS ONLY) LAT 8' BASE CHANNEL DS = >70 mph DS = 55 mph DS = 60 mph EXISTING GROUND PROPOSED GRADE R/R SPIKE SET IN 10" CEDAR 5.32' LT, EL. 62.57' -L_DET- STA. 17+30.26 BM #1 R/R SPIKE SET IN 10" OAK 78.65' LT, EL. 65.22' -L_DET- STA. 19+42.19 BM #2 EL. 64.40 -LDET- STA. 12+05.29 BEGIN GRADE END WIDENING -LDET- STA. 10+51.36 BEGIN WIDENING -LDET- 1.5:1 NORMAL CL 'II' RIP RAP EST. 5 CY EL. 60.0 @ CL EXCAVATE TO APPROX. ELEV=54.80 STA 13+00 -L- RT BEGIN DITCH (-) 0.00% ELEV=54.80 STA 17+20 -L- RT END DITCH ELEV=62.50 STA 14+00 -L- LT BEGIN DITCH ELEV=61.20PI STA 15+00 -L- LTELEV=61.90STA 16+40 -L- LTEND DITCH (-) 0.50% (-) 1.30% ELEV=62.20 STA 17+50 -L- LT BEGIN DITCH ELEV=61.70PI STA 19+00 -L- LTELEV=62.50 STA 20+00 -L- LT END DITCH (+) 0.80% (-) 0.33% TEMP. 15"TEMP. 15" 1.5:1 NORMAL CL 'II' RIP RAP EST. 5 CY EL. 60.0 @ CL EXCAVATE TO APPROX. (SEE STRUCTURE PLANS, TYP.) EXISTING ROADWAY EXCAVATION K = 208 K = 130 40 50 60 70 PI = 14+07.15 EL = 63.79' (-)0.3000%0.3500% VC = 135' PI = 18+20.00 EL = 65.24' VC = 135' (+)0.3500%(-)0.6876% PI = 20+35.00 EL = 63.76' (-)0.6876%(+)0.3000% VC = 135' K = 137 F F F F F F F F F F F F F C F F C C C C C C CF F C C C C C C C C Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 3 OF 14 PERMIT DRAWING DATE: 03-11-2021 REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 100 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40 50 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60 70 80 90 100 90 80 70 60 50 40 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A.NAD 8 3/NA 2 0 1 1 10 11 12 13 14 15 16 17 18 19 20 21 2B-1 FOR -L- SEE SHEET NO. 4SEE SHEET 2B-2MATCHLINE -LDET- POC STA. 21+00.00DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 750 = 10 = 60.7 = 1,600 = 100 = 62.1 = >2,200 = 500+ = 63.9 = 2/22/2018 = 57.8 535454555555 5555565656565656 5656565656565656 575757575757 575757 57 57575757575858 58 585858585858 58585858585858 58 585858 5858 59595959 59 595959 595959 59 59 59 595959 59 59 5959 59 595959595959 59595959 60 60606060 60 60606060606060606060606060 60 60 6060 606060 6060 6060 606060606060 60606060606161616161616161 6 1 61 61616161 61626262 6262626262 626262 626363636363636363 636363 636464646464646464 646464 SITE 1 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION SITE 2 SITE 3 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * T T FILL IN WETLAND DENOTES TEMPORARY HC HC CLEARING DENOTES HAND RED MOUNTAIN TIMBERCO II LLC THE NATURE CONSERVANCY THE NATURE CONSERVANCY THE NATURE CONSERVANCY EOI FO MARKER FO MARKER FO MARKER MTL MTL MTL MTLDRIVING CREEKWOODS 7:25AM 3/18/2017 WATER LEVEL = 56.90' AT TIME OF SURVEY 150.00'EXISTING R/W EXISTING R/W WOODS WOODS WOODS BST VARIES NC 211 - GREEN SWAMP RD NW PRC Sta. 12+91.95 PT Sta. 15+83.91 PC Sta. 18+24.19 20 (-LDET-)-L- POT Sta. 10+44.20 -LDET- PC Sta. 10+00.00 =15 (-LDET-)POT Sta. 10+00.00 20 (-L-)15 (-L-)1 2 SEE DETAIL #2 SPEC LAT 'V' DITCH EST 5 SY GF EST 1 TON CL 'B' RIP RAP EST 5 SY GF EST 1 TON CL 'B' RIP RAP EST 5 SY GF EST 1 TON CL 'B' RIP RAP SEE DETAIL #2 SPEC LAT 'V' DITCH ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM STA. 17+50 TO STA. 20+00 -LDET- LT FROM STA. 14+00 TO STA. 16+40 -LDET- LT Min. D=0.5 Ft. DETAIL #2 Ground Natural Flatter3:1 or Slope Fill TO BEGIN BRIDGE FROM STA 16+41 -LDET- LT & RT SHOULDER BERM GUTTER (STRUCTURE PAY ITEM) TO EL 61.5 CL 'II' RIP RAP TB 2GI TB 2GI 15" RCP-IV 15"TB 2GI 15" RCP-III 15" RCP-III TB 2GI TB 2GI TB 2GI 15" RCP-III 15" RCP-III (ROADWAY PAYITEM) SEE DETAIL #3 BANK STABILIZATION CL 'II' RIP RAP TO EL 60.0 FILL EXTG CHANNEL LATERAL BASE CHANNEL 2:12:1 b d D B ( Not to Scale) 1"/Ft. DETAIL #1 b=5.0 Ft. B=8.0 Ft. Max. d=4.0 Ft. Min. D=4.0 Ft. Ground Natural Slope Fill Coir Fiber Est. 1,075 SY Type of Liner= Coir Fiber (Banks Only) FROM STA. 13+00 TO STA. 17+20 -LDET- RT ( Not to Scale) BANK STABILIZATION DETAIL #3 2.0ft1.5:1 MIN FROM STA. 15+40 TO STA. 15+90 -L- LT & RT Geotextile Est. 110 SY GF Type of Liner= Est. 90 TONS,CL 'II' Rip-Rap to Bridge Abument Rip-Rap Overbanks Extg. Main Channel to Elev. 60.0 Fill Extg. Channel Extg. Trib. Bed of SLOPE=0%, SEE DETAIL #1 EST. DDE=1445 CY W/ COIR FIBER (BANKS ONLY) LAT 8' BASE CHANNEL DS = >70 mph DS = 55 mph DS = 60 mph EXISTING GROUND PROPOSED GRADE R/R SPIKE SET IN 10" CEDAR 5.32' LT, EL. 62.57' -L_DET- STA. 17+30.26 BM #1 R/R SPIKE SET IN 10" OAK 78.65' LT, EL. 65.22' -L_DET- STA. 19+42.19 BM #2 EL. 64.40 -LDET- STA. 12+05.29 BEGIN GRADE END WIDENING -LDET- STA. 10+51.36 BEGIN WIDENING -LDET- 1.5:1 NORMAL CL 'II' RIP RAP EST. 5 CY EL. 60.0 @ CL EXCAVATE TO APPROX. ELEV=54.80 STA 13+00 -L- RT BEGIN DITCH (-) 0.00% ELEV=54.80 STA 17+20 -L- RT END DITCH ELEV=62.50 STA 14+00 -L- LT BEGIN DITCH ELEV=61.20PI STA 15+00 -L- LTELEV=61.90STA 16+40 -L- LTEND DITCH (-) 0.50% (-) 1.30% ELEV=62.20 STA 17+50 -L- LT BEGIN DITCH ELEV=61.70PI STA 19+00 -L- LTELEV=62.50 STA 20+00 -L- LT END DITCH (+) 0.80% (-) 0.33% TEMP. 15"TEMP. 15" 1.5:1 NORMAL CL 'II' RIP RAP EST. 5 CY EL. 60.0 @ CL EXCAVATE TO APPROX. (SEE STRUCTURE PLANS, TYP.) EXISTING ROADWAY EXCAVATION K = 208 K = 130 40 50 60 70 PI = 14+07.15 EL = 63.79' (-)0.3000%0.3500% VC = 135' PI = 18+20.00 EL = 65.24' VC = 135' (+)0.3500%(-)0.6876% PI = 20+35.00 EL = 63.76' (-)0.6876%(+)0.3000% VC = 135' K = 137 F F F F F F F F F F F F F C F F C C C C C C CF F C C C C C C C C Submitted 6/3/2021 WETLANDWETLANDWETLANDWETLAND00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1655 55 60 60 65 65 50 50 14+50.00 55 55 60 60 65 65 15+00.00 55 55 60 60 65 65 70 70 15+50.00 60 60 65 65 70 70 55 55 16+00.00 X-12B-5624 -LDET- 2.5 5 3:1 0.0300.030 EXIST R/WWETLAND63.9661.852:12:160.11 2:12:1 54.80 3:1 0.0300.030 EXIST R/W64.1261.202:12:159.54 2:12:1 54.80 3:1 0.0300.030 EXIST R/W61.452:164.292:159.82 2:12:1 54.80 3:1 0.0070.020 EXIST R/W61.702:164.472:160.51 2:12:1 54.80 FILL IN SURFACE WATER SITE 1 FILL IN SURFACE WATER FILL IN SURFACE WATER FILL IN SURFACE WATER SITE 1 DATE: 03-11-2021 SHEET 4 OF 14 PERMIT DRAWING CLEARING MECHANIZED CLEARING MECHANIZED CLEARING MECHANIZEDWETLAND EXCAVATION IN WETLAND EXCAVATION IN WETLAND EXCAVATION IN Submitted 6/3/2021 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1660 60 65 65 70 70 55 55 19+00.00 60 60 65 65 55 55 19+50.00 55 55 60 60 65 65 20+00.00 55 55 60 60 65 65 70 70 20+50.00 X-15B-5624 -LDET- 2.5 5 2:13:1 0.0300.030 EXIST R/WWETLAND61.702:164.6959.22 2:13:1 0.0300.030 EXIST R/WWETLAND62.102:164.3559.22 2:13:1 0.0170.017 EXIST R/WWETLANDWETLAND2:162.50 64.0458.88 2:10.0070.007 EXIST R/WWETLANDWETLAND63.9159:1 63.85 59.12 SITE 3 SITE 3 SHEET 5 OF 14 PERMIT DRAWING DATE: 03-11-2021 TEMP FILL IN WETLAND FILL IN WETLAND TEMP FILL IN WETLAND FILL IN WETLAND TEMP FILL IN WETLAND FILL IN WETLAND TEMP FILL IN WETLAND FILL IN WETLAND HAND CLEARING HAND CLEARING HAND CLEARING HAND CLEARING Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 6 OF 14 PERMIT DRAWING DATE: 03-11-2021 REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 100 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40 50 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60 70 80 90 100 90 80 70 60 50 40 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A. 21 22 23 24 25 2B-2 NAD 8 3/NA 2 0 1 1 FOR -L- SEE SHEET NO. 5SEE SHEET 2B-1MATCHLINE -LDET- POC STA. 21+00.00T T FILL IN WETLAND DENOTES TEMPORARY SITE 3 WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND EOI FO MARKER WOODS WOODS THE NATURE CONSERVANCY 150.00'EXISTING R/W EXISTING R/W THE NATURE CONSERVANCY NC 211 - GREEN SWAMP RD NW BST VARIES PRC Sta. 21+16.15 -L- POT Sta. 24+47.19 -LDET- PT Sta. 24+08.10 =25 (-L-)POT Sta. 25+43.88 2 EXISTING GROUND PROPOSED GRADE EL. 64.25 -LDET- STA. 21+97.96 BEGIN WIDENING END GRADE -LDET- STA. 23+95.49 END WIDENING -LDET- 0.3000% (+)0.3000% F F F F F Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 7 OF 14 PERMIT DRAWING DATE: 03-11-2021 REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 100 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40 50 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60 70 80 90 100 90 80 70 60 50 40 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A. 21 22 23 24 25 2B-2 NAD 8 3/NA 2 0 1 1 FOR -L- SEE SHEET NO. 5SEE SHEET 2B-1MATCHLINE -LDET- POC STA. 21+00.0056 5657 57 57575758 58 58 58585858 59595959 59 59 5959 59 59596060 60 6060606060606060606060606161 616161626262 6262636363 6364 64 646464TTFILL IN WETLAND DENOTES TEMPORARY SITE 3 WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND EOI FO MARKER WOODS WOODS THE NATURE CONSERVANCY 150.00'EXISTING R/W EXISTING R/W THE NATURE CONSERVANCY NC 211 - GREEN SWAMP RD NW BST VARIES PRC Sta. 21+16.15 -L- POT Sta. 24+47.19 -LDET- PT Sta. 24+08.10 =25 (-L-)POT Sta. 25+43.88 2 EXISTING GROUND PROPOSED GRADE EL. 64.25 -LDET- STA. 21+97.96 BEGIN WIDENING END GRADE -LDET- STA. 23+95.49 END WIDENING -LDET- 0.3000% (+)0.3000% F F F F F Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 8 OF 14 PERMIT DRAWING DATE: 03-11-2021 REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 4 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A. 10 11 12 13 14 15 16 17 18 19 20 21 BRIDGE APPROACH SLABNAD 8 3/NA 2 0 1 1 FOR -LDET- SEE SHEET NO. 2B-1SEE SHEET 5MATCHLINE -L- POT STA. 21+00.00DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1,300 = 50 = 61.3 = 1,600 = 100 = 61.7 = > 2,200 = 500+ = 64.4 = 2/22/2018 = 57.8 45 35 25 55 65 75 85 25 35 45 55 65 75 85 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 2 SITE 5 SITE 4 FOR IN DETOUR SHEETS 2 AND 3 STABILIZATION IMPACTS ACCOUNTED CHANNEL RELOCATION AND BANK RED MOUNTAIN TIMBERCO II LLC THE NATURE CONSERVANCY THE NATURE CONSERVANCY THE NATURE CONSERVANCY EOI FO MARKER FO MARKER FO MARKER MTL MTL MTL MTLDRIVING CREEKWOODS 7:25AM 3/18/2017 WATER LEVEL = 56.90' AT TIME OF SURVEY 150.00'EXISTING R/W EXISTING R/W WOODS WOODS WOODS BST VARIES NC 211 - GREEN SWAMP RD NW POT Sta. 10+00.00 20 (-L-)15 (-L-)1 2 20 (-LDET-)15 (-LDET-)EXISTING GROUND PROPOSED GRADEDS = >80 mph DS = 60 mph STA 10+44.20 BEGIN OVERLAY EL. 64.83 STA 12+00.00 BEGIN GRADE END OVERLAY PI = 12+95.00 EL = 65.12' (+)0.3053%(+)0.9046% VC = 180' K = 300 PI = 16+83.00 EL = 68.63' (+)0.9046%(-)0.5862% VC = 230' K = 154 R/R SPIKE SET IN 10" CEDAR 39.93' RT, EL. 62.57' -L- STA. 17+72.07 BM #1 R/R SPIKE SET IN 10" OAK 36.37' LT, EL. 65.22' -L- STA. 19+79.32 BM #2 -L- SKEW=90 DEG W/ 4.0' END BENT CAPS 1@85', 45" PSCG CL GP EL=68.17 CL STA 17+46 -L-, (SEE STRUCTURE PLANS, TYP.) EXISTING ROADWAY EXCAVATION 2GI 2GI EST 5 SY GF EST 1 TON CL 'B' RIP RAP ELBOWS 15" W/ 2GI 2GI EST 5 SY GF EST 1 TON CL 'B' RIP RAP ELBOWS 15" W/ 15" RCP-IV 15" RCP-IV TO BEGIN APPROACH SLAB FROM STA. 16+73 -L- LT & RT SHOULDER BERM GUTTER TO STA. 18+20 -L- LT & RT FROM END APPROACH SLAB SHOULDER BERM GUTTER GTD GTD GTD GTD GTD SEE DETAIL #4 EST 139 TONS, EST 417 SY GF TOE PROTECTION FROM STA. 13+50 TO STA. 15+75 -L- LT Fill Slope2:1 or Flatter b=2.0 Ft. d=1.0 Ft. Type of Liner= Class 'B' Rip-Rap b DETAIL #4 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile (STRUCTURES PAY ITEM) TO SHOULDER POINT CL 'II' RIP RAP (STRUCTURES PAY ITEM) TO SHOULDER POINT CL 'II' RIP RAP (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING TO BE REMOVED EXISTING BRIDGE 1.5:1 NORMAL CL 'II' RIP RAP EST. 115 CY EL. 60.0 @ CL EXCAVATE TO APPROX. EST. 95 CY EL. 60.0 @ CL EXCAVATE TO APPROX. SHEET PILING SHEET PILING DETOUR PHASE CONSTRUCTED DURING BANK STABILIZATION CL 'II' RIP RAP W/ COIR FIBER (BANKS ONLY) LAT 8' BASE CHANNEL 40' CRWC C C C C C C C C F F F F F F F F F F F F F F F C F C C C C C C Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 9 OF 14 PERMIT DRAWING DATE: 03-11-2021 REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 4 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A. 10 11 12 13 14 15 16 17 18 19 20 21 BRIDGE APPROACH SLABNAD 8 3/NA 2 0 1 1 FOR -LDET- SEE SHEET NO. 2B-1SEE SHEET 5MATCHLINE -L- POT STA. 21+00.00DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1,300 = 50 = 61.3 = 1,600 = 100 = 61.7 = > 2,200 = 500+ = 64.4 = 2/22/2018 = 57.8 45 35 25 55 65 75 85 25 35 45 55 65 75 85 535454555555 5555565656565656 5656565656565656 575757575757 575757 57 57575757575858 58 585858585858 58585858585858 58 585858 5858 59595959 59 595959 595959 59 59 59 595959 59 59 5959 59 595959595959 59595959 60 606060 606060606060606060606 060 60 60 60 6060 606060 6060 6060 6060606060 60606060606161616161616161 6 1 61 61616161 61626262 6262626262 626262 626363636363636363 636363 636464646464646464 6464 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 2 SITE 5 SITE 4 FOR IN DETOUR SHEETS 2 AND 3 STABILIZATION IMPACTS ACCOUNTED CHANNEL RELOCATION AND BANK RED MOUNTAIN TIMBERCO II LLC THE NATURE CONSERVANCY THE NATURE CONSERVANCY THE NATURE CONSERVANCY EOI FO MARKER FO MARKER FO MARKER MTL MTL MTL MTLDRIVING CREEKWOODS 7:25AM 3/18/2017 WATER LEVEL = 56.90' AT TIME OF SURVEY 150.00'EXISTING R/W EXISTING R/W WOODS WOODS WOODS BST VARIES NC 211 - GREEN SWAMP RD NW POT Sta. 10+00.00 20 (-L-)15 (-L-)1 2 20 (-LDET-)15 (-LDET-)EXISTING GROUND PROPOSED GRADEDS = >80 mph DS = 60 mph STA 10+44.20 BEGIN OVERLAY EL. 64.83 STA 12+00.00 BEGIN GRADE END OVERLAY PI = 12+95.00 EL = 65.12' (+)0.3053%(+)0.9046% VC = 180' K = 300 PI = 16+83.00 EL = 68.63' (+)0.9046%(-)0.5862% VC = 230' K = 154 R/R SPIKE SET IN 10" CEDAR 39.93' RT, EL. 62.57' -L- STA. 17+72.07 BM #1 R/R SPIKE SET IN 10" OAK 36.37' LT, EL. 65.22' -L- STA. 19+79.32 BM #2 -L- SKEW=90 DEG W/ 4.0' END BENT CAPS 1@85', 45" PSCG CL GP EL=68.17 CL STA 17+46 -L-, (SEE STRUCTURE PLANS, TYP.) EXISTING ROADWAY EXCAVATION 2GI 2GI EST 5 SY GF EST 1 TON CL 'B' RIP RAP ELBOWS 15" W/ 2GI 2GI EST 5 SY GF EST 1 TON CL 'B' RIP RAP ELBOWS 15" W/ 15" RCP-IV 15" RCP-IV TO BEGIN APPROACH SLAB FROM STA. 16+73 -L- LT & RT SHOULDER BERM GUTTER TO STA. 18+20 -L- LT & RT FROM END APPROACH SLAB SHOULDER BERM GUTTER GTD GTD GTD GTD GTD SEE DETAIL #4 EST 139 TONS, EST 417 SY GF TOE PROTECTION FROM STA. 13+50 TO STA. 15+75 -L- LT Fill Slope2:1 or Flatter b=2.0 Ft. d=1.0 Ft. Type of Liner= Class 'B' Rip-Rap b DETAIL #4 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile (STRUCTURES PAY ITEM) TO SHOULDER POINT CL 'II' RIP RAP (STRUCTURES PAY ITEM) TO SHOULDER POINT CL 'II' RIP RAP (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING TO BE REMOVED EXISTING BRIDGE 1.5:1 NORMAL CL 'II' RIP RAP EST. 115 CY EL. 60.0 @ CL EXCAVATE TO APPROX. EST. 95 CY EL. 60.0 @ CL EXCAVATE TO APPROX. SHEET PILING SHEET PILING DETOUR PHASE CONSTRUCTED DURING BANK STABILIZATION CL 'II' RIP RAP W/ COIR FIBER (BANKS ONLY) LAT 8' BASE CHANNEL 40' CRWC C C C C C C C C F F F F F F F F F F F F F F F C F C C C C C C Submitted 6/3/2021 CLEARING MECHANIZED FILL IN WETLAND CLEARING MECHANIZED FILL IN WETLAND CLEARING MECHANIZED FILL IN WETLAND FILL IN WETLAND CLEARING MECHANIZED SITE 4 SITE 4 SHEET 10 OF 14 PERMIT DRAWING DATE: 03-11-2021 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 55 55 60 60 65 65 70 70 75 75 80 80 85 85 90 90 95 95 100 100 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1655 55 60 60 65 65 70 70 50 50 13+50.00 60 60 65 65 70 70 55 55 14+00.00 60 60 65 65 70 70 55 5514+50.00 60 60 65 65 70 70 75 75 55 55 15+00.00 X-3B-5624 -L- 2.5 5 0.020 0.020 3:1 3:13:12%EXIST R/WWETLAND65.6460.3464.70 0.020 0.020 3:1 3:13:12%EXIST R/WWETLAND66.0760.4364.70 0.020 0.020 3:1 3:13:12%EXIST R/WWETLAND66.5260.5564.67 0.020 0.020 3:1 3:13:12%EXIST R/WWETLAND66.9760.6164.63 Submitted 6/3/2021 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 55 55 60 60 65 65 70 70 75 75 80 80 85 85 90 90 95 95 100 100 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1655 55 60 60 65 65 70 70 75 75 50 50 18+00.00 60 60 65 65 70 70 75 75 55 5518+50.00 60 60 65 65 70 70 75 75 55 5519+00.00 X-6B-5624 -L- 2.5 5 0.020 0.020 2:1 3:13:12%EXIST R/WWETLANDWETLAND67.9459.3864.67 0.020 0.020 2:1 3:13:12%EXIST R/WWETLANDWETLAND67.6560.6764.82 0.020 0.020 2:1 3:13:12%EXIST R/WWETLANDWETLAND67.3660.7464.79 FILL IN WETLAND SITE 5 CLEARING MECHANIZED FILL IN WETLAND CLEARING MECHANIZED FILL IN WETLAND CLEARING MECHANIZED SITE 5 SHEET 11 OF 14 PERMIT DRAWING DATE: 03-11-2021 Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' DATE: 03-11-2021 SHEET 12 OF 14 PERMIT DRAWING SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 5 100 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40 50 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60 70 80 90 100 90 80 70 60 50 40 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A. 21 22 23 24 25 NAD 8 3/NA 2 0 1 1 FOR -LDET- SEE SHEET NO. 2B-2SEE SHEET 4MATCHLINE -L- POT STA. 21+00.00WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 5 EOI FO MARKER WOODS WOODS THE NATURE CONSERVANCY 150.00'EXISTING R/W EXISTING R/W THE NATURE CONSERVANCY NC 211 - GREEN SWAMP RD NW BST VARIES25 (-L-)POT Sta. 25+43.88 2 EL. 64.72 STA 23+50.00 BEGIN OVERLAY END GRADE -L- STA. 24+47.19 END OVERLAY EXISTING GROUND PROPOSED GRADE (-)0.5862% -L- GTD C C C F F F F F F C F F Submitted 6/3/2021 0 50'25'50' SCALE: 1"=100' 100' DATE: 03-11-2021 SHEET 13 OF 14 PERMIT DRAWING SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99B-5624 5 100 NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40 50 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60 70 80 90 100 90 80 70 60 50 40 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A. 21 22 23 24 25 NAD 8 3/NA 2 0 1 1 FOR -LDET- SEE SHEET NO. 2B-2SEE SHEET 4MATCHLINE -L- POT STA. 21+00.00WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 5 56 565657 57 57575758 58 58 58585858 59595959 59 59 5959 59 5959606060 60 60606060606060606060606060616161 616161626262 6262636363 6364 64 64646464EOI FO MARKER WOODS WOODS THE NATURE CONSERVANCY 150.00'EXISTING R/W EXISTING R/W THE NATURE CONSERVANCY NC 211 - GREEN SWAMP RD NW BST VARIES25 (-L-)POT Sta. 25+43.88 2 EL. 64.72 STA 23+50.00 BEGIN OVERLAY END GRADE -L- STA. 24+47.19 END OVERLAY EXISTING GROUND PROPOSED GRADE (-)0.5862% -L- GTD C C C F F F F F F C F F Submitted 6/3/2021 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 12+87 to 14+14-LDET-RT ROADWAY FILL0.02 0.030.18 < 0.012 16+72 to18+02-LDET-RT ROADWAY FILL< 0.01 < 0.01 25 3117+88 to 17+98-LDET-RT BANK STABILIZATION4317+04 to 17+89-L-BRIDGE< 0.01< 0.01< 0.01 0.02853 17+34 to 23+96-LDET-RT ROADWAY FILL0.11 0.270.084 11+95 to 17+04-L-LTROADWAY FILL0.080.06< 0.015 17+89 to 22+76-L-LTROADWAY FILL0.040.05TOTALS*:0.23 0.27 0.02 0.14 0.08 0.18 0.03 68 116 0Revised 2018 Feb SHEET 14OF 14WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSBRUNSWICK COUNTYB-562445579.2.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/11/2021*Rounded totals are sum of actual impactsNOTES:-Site 1: JS Non-Mit-0.03 acre of temporary fill will be needed in the hand clearing areas for erosion control measures.Submitted 6/3/2021