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Home My WebLink About20201511 Ver 1_B5642_Permit Package Wetland_20210127_20210421(Version 2.08; Released April 2018) 45597.1.1 TIP No.:B-5642 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 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) ac. 2 - 12ft lanes with variable width grass shoulder 3100 jdalton@sungatedesign.com Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer? 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 N/ABuffer Rules in Effect: None 2,100 2 - 12ft lanes with 8ft shoulder (4ft Paved) Waterbody Information 2020 NCDWR Stream Index No.: 45597.1.1 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) B-5642 is a bridge replacement project that involves removing existing Brunswick County bridge #65 on NC 87 over Batarora Branch, with a 1@70', 24" cored slab bridge with 4.0' end bent caps. No deck drains will be used on the proposed 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, using 3:1 fill slopes and discharging 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. In areas where rock plating is specified, 2:1 fill slopes have been used to reduce impacts. 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-5642 WBS Element: Bridge ReplacementWBS Element: Sungate Design GroupNCDOT Contact: 919-707-6531 Raleigh, NC 27606 Contractor / Designer: 919-859-2243 kalford@ncdot.gov Raleigh, NC 27699 Address: 4/27/2020 BrunswickN/A Kristy Alford, PE 1581 Mail Service Center River Basin(s): City/Town: 2.3 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) Yes Rural Residential, Agricultural Batarora Branch 18-66-11 1.1 0.161 mi Project Description Proposed Project Cape Fear None Supplemental Classification: Swamp Waters (Sw) Wetlands within Project Limits? Submitted 4/21/2021 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 2 SITE 3 SHEET 1 OF 6 PERMIT DRAWING DATE: 1-14-2021 D T V = = = = = =MPH ADT ADT FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) 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. PROJECT DESIGN ENGINEER GRAPHIC SCALES PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/990 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:N.T.S. PROJECT ENGINEER Prepared in the Office of: NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. = = =ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAVICINITY MAP 4 2040 GRADING, DRAINAGE, PAVING AND STRUCTURE DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2018 STANDARD SPECIFICATIONS NCDOT CONTACT DETOUR ROUTE -L- N/A 60 THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. P.E. BRUNSWICK COUNTY REPLACE BRIDGE NO. 65 OVER BATARORA BRANCH (MACO ROAD) NC 87 B-5642 B-5642 75% PLANS 2,150 VPD 3,100 VPD 9% 7% 55% =2%TTST =5%DUALS REGIONAL TIER 50 1002550 PLANS 50 1002550 10 20510 ON NC 87 (MACO ROAD)TIP PROJECT:-L- POT STA. 14+00.00 BEGIN TIP PROJECT B-5642 -L- POT STA. 22+50.00 END TIP PROJECT B-5642 45597.1.1 K JULY 20, 20210.161 MILES 0.147 MILESLENGTH ROADWAY TIP PROJECT B-5642 LENGTH BRIDGE TIP PROJECT B-5642 TOTAL LENGTH TIP PROJECT B-5642MAJOR COLLECTOR 2021 TO US 17 BRANCHBATARORA US 74 TO PALMATIER LNKRISTY ALFORD, PE -L- POC STA. 24+10.00 END CONSTRUCTION -L- POT STA. 13+00.00 BEGIN CONSTRUCTION 45597.2.1 N/A R/W & UTIL. TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. CLEARING ON THIS PROJECT SHALL BE PERFORMED 0.014 MILES ADAM M. CONRAD, PE MONIQUE N. GYANT, EI -L- POT STA. 17+93.88 BEGIN BRIDGE -L- POT STA. 18+66.13 END BRIDGE NOVEMBER 3, 2020 See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets SawOld Maco Rd.Ma l moLoo p Malmo Loop Rd.SandyRidgeWayTownRd. Town Creek Rd.OldTown Creek Rd. Green Loop Rd. Industrial MercantileDr.M ercantileDr.Trade St. Price Rd.Reed Rd.IndustryDr.Wood Treatment Rd.Fletcher Rd.Lanval eRd. Dale St.BluffDr.ChurchRd.Park woo d Dr. National Ave.DavidsonAve. King Rd.LanvaleRd.Buckeye Rd.Wolfridge Rd.Railroad Rd.Goodman Rd. Bridal Way Dr. Sloan Rd. GoodlandRd.Clarend o n Rd. Pad din gto n Ave. Old Fayettville Rd. Old Lanvale Rd. Sno wfield M intzDr.FASPopularSt.Railroad Rd. He wlett Burton Rd. Colon Mintz Rd.Rd.LanvaleTown Creek TreeCt.SunnybrookWayLexin gto n Ave. Echo Dr. 1712 1714 1723 1722 1418 1452 1419 1494 1713 1439 1437 1439 1417 1416 1417 1726 1413 1735 1414 1415 1734 1733 1732 1438 1438 1568 1552 1701 1553 1425 1731 1472 1479 1438 1466 1440 1438 1437 1724 1488 1488 1489 1491 1492 1725 1488 1487 1437 1446 1461 1522 1418 1700 1722 1736 1414 1607 1608 1413 1413 1415 1700 1723 .16.61 .46 .10 .24 .22 1.17 .41.59.11 .22.06 .20 2.64 1.84 .07 .53 .54 .75 .23 .691.17.26 .02 .16.59.34.24 .24.09.22 .10 .20.21.46.61 .33 .12 .52 .07 .27 .04.07.07.04.08.07.08 .2 8 .2 5 .3 3 .2 7 .2 1 .26.07.07.07 .54 1.40 .49 .28 .28.24.09 .28.26.20 1.582.17 2.34 1.581.61 .681.36 .29.36 .0 4 .16.19.20.09 .29 2.25 .19 1.1 3 .22 .27.43 .21.05.22.2 6 .34 .57 1.59.782.89 .551.291.08.27.55 .711.14 .30.3 61.03 2.17.15.15HollyHillsDr.BlakeSturgeon Dr.CleatwoodRd.HevenerSueCircleSueCircleLyn-Marie Dr. Wa yneSt.LloydSt.Westover Dr.RampartSt.Moore Rd. Short St.Green Acres Dr. Skipper St.1.2.3. Royal St.Bourbon St. Rampart St. OrleansSt.Highland HillsRachaelWynd Carol-Lynn Dr.Robin Ln.Sandy CreekDriveGraingerCircle Grainger CircleHickory DriveJoeBaldwinDr.DogwoodCircle DogwoodCircle1. 2.3.LewisRd.Webster Ct.Cir.HoodSturgeon Jackeys Pasture Pond Branch W atersHood ChinnisBra nchCherry Tree Alli gat or Bra nchCowpenB ra nc hCr eekTurkey Br anchHood Creek Bishop Branch MorganBranchBranchBr anchBenton Cemetery Nelson Cemetery Chinnis Cemetery Williams Cemetery Bethel Church Faith Church Grove Church Damascus Rd.FASF AS MacoRd.Maco Rd.MacoRd. Maco Sandy Creek Pop. 290 Malmo Lanvale Bishop Batarora Spring Hill Eliah Phoenix FAP FAP FAP FAP FAPFAP Jackson Hwy. Andrew Jackson Hwy. Andrew Jackson Ocean OceanHwy. SWAMP GREEN LITTLE Flat Bay Farmers Chapel Hope Church New St. James Church Hope Church New Bay Rabontown Henrytown Juniper Swamp BeaverdamBeaverdam US DOD SUNNY POINT TERMINAL MILITARY OCEAN Ch. Shiloh Cem. Skipper Br.RAI LROADCSXCSX TRANSPORTATIONCSXCr..87.07 .07 Single High School Leland Middle School Leland 1416Ho o d Cr ee k.05 .31 Wolfri dgeRd.1412 1414 Rd. Goo dman 1437 1429 .35 .6 9 1752 .62.25.592. 2 0 87 87 76 74 17 87 87 40 17 76 74 76 74 PROJECT BEGIN PROJECT END NA 2011 NAD 83/ Submitted 4/21/2021 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 1 SITE 2 SITE 3 SITE 3 F WETLAND WA WETLAND WA MECH DATE: 1-14-2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 2 OF 6 PERMIT DRAWING REVISIONS 8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. 4 NAD 83 /NA 2011 20 30 40 10 0 50 60 70 B-5642 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION BRIDGE APPROACH SLAB 12 13 14 15 16 17 18 19 20 21 22 23 24 25 80 80 70 60 50 40 30 20 10 0 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A.BRANCHBATARORA 15" RCP 15" RCP WELL HTR 1SFD 18" RCP 15" CMPGRAVEL CONC 18" RCP 18" CMP GATE PALMATIER LNNC 87 (MACO RD) 23' BSTNC 87 (MACO RD) 23' BST WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS ALENE PELLOM HEIRS LEO KNOX, ET UX DAISY MAE OLIVER DAISY MAE OLIVER SALAS ANGELICA JEANNE BETH BAKER BILLY RAY PALMATIER, ET UX BILLY RAY PALMATIER, ET UX JAMES ALSTON, JR, ET UXPB 62 PG 2645' PRIVATE EASEMENTPB 62 PG 2645' PRIVATE EASEMENTPB 35 PG 5760' PRI VATE EASEMENT100.00'100.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W DECK S WOODS NC 87 (MACO RD) 23' BST 30.00'50.00'RW3RW4RW5Duke Energy Progress Charter Communication Charter Communication AT&T Corp.(2) Progress Duke Energy TT48" WOOD SEPTIC TANK POSSIBLE SOIL CONC 65 BRIDGE 80.00'1520PC Sta. 23+71.72 25PT Sta. 25+87.87 1 2 3 2EST 5 SY GF EST 1 TON CL B RIPRAP 2GI 2GI EST 5 SY GF EST 1 TON CL B RIPRAP REMOVE RETAIN REMOVE 18" 18" ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM STA. 14+00 TO STA. 16+90 -L- RT FROM STA. 15+00 TO STA. 17+20 -L- LT Min. D=1.0 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill SEE DETAIL 1 SPEC. LAT. V-DITCH SEE DETAIL 1 SPEC. LAT. V-DITCH EST 10 SY GF EST 3 TONS CLASS B RIP RAP DAYLIGHT DITCH STA. 18+92 -L- LT & RT END APPROACH SLAB TO SHOULDER BERM GUTTER 15" W/ELBOWS ELBOWS 15" W/ (STRUCTURE PAY ITEM) TO SHOULDER POINT CLASS II RIP RAP (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING EST 10 SY GF EST 3 TONS CLASS B RIP RAP DAYLIGHT DITCH PROPOSED GRADE EXISTING GROUND EL. 43.65' -L- STA. 14+00.00 BEGIN GRADE EL. 38.80' -L- STA. 22+50.00 END GRADE R/R SPIKE IN 28" GUM 53.43' RT, EL. 35.73' -L- STA. 17+16.05 BM #1 PI = 16+35.00 EL = 40.44' (-)1.3638%(-)0.3653% VC = 180' PI = 21+60.00 EL = 38.53' (-)0.3653%(+)0.3000% VC = 180' DS = >70 mph VC = 180' K = 271DS = 65 mph VC = 180' K = 180 TO BE REMOVED EXISTING BRIDGE LOW CHORD LOW SIDE ON 2-22-2018=32.9 NWSE & WSE (-) 1.8182% ELEV=35.00 PI STA 17+20 -L- LT ELEV=41.50 PI STA 14+00 -L- RT ELEV=36.00 PI STA 16+90 -L- RT (-) 1.8966% ELEV=39.00 PI STA 15+00 -L- LT DESIGN 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 = 860 = 50 = 35.2 = 1050 = 100 = 35.6 = 2600 = +500 = 38.7 = 2-22-2018 = 32.9 SHEET PILING SHEET PILING EST. 15 CY EXCAVATE TO NG EST. 20 CY EXCAVATE TO NG F F F F F F F F F F F C F C C C C C C Submitted 4/21/2021 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 1 SITE 2 SITE 3 SITE 3 F WETLAND WA WETLAND WA MECH DATE: 1-14-2021 0 50'25'50' SCALE: 1"=100' 100' SHEET 3 OF 6 PERMIT DRAWING REVISIONS 8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. NC COA No. F-1255 Raleigh, NC 27612-3228 Suite 400 5400 Glenwood Avenue CDM Smith Inc. 4 NAD 83 /NA 2011 20 30 40 10 0 50 60 70 B-5642 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION BRIDGE APPROACH SLAB 12 13 14 15 16 17 18 19 20 21 22 23 24 25 80 80 70 60 50 40 30 20 10 0 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 SUNGATE DESIGN GROUP, P.A.BRANCHBATARORA 30303131313132 323232 323232 32323232333 333 333333 3333 3333333333333 333 3333 3333333333 33 33333333333333 33 3333333434 34 34 3434 3434343434 34343434343434343434 3434343434 34 3435353535 353535 35 3535353535353535 35353535353535 35 3535 35353535353535 3535 3535 3535 3535 35353535 3636 363636363636363636 36363636363636 36363636363737373737373737 37373737373737 373737373 73737373737383838383838383838383838383838383939 39393939 393939 4040404040 404040 404040404040404141414141 414141424242424242 434343 43434343 44444444 44 4444 44 4445 4545 45 4545454545 454545454545454545 45454646 464646 46 4646 4646464647474747 47474747484848 4848484848 4849494949494950505050505050 51515151 51525252525253545515" RCP 15" RCP WELL HTR 1SFD 18" RCP 15" CMPGRAVEL CONC 18" RCP 18" CMP GATE PALMATIER LNNC 87 (MACO RD) 23' BSTNC 87 (MACO RD) 23' BST WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS ALENE PELLOM HEIRS LEO KNOX, ET UX DAISY MAE OLIVER DAISY MAE OLIVER SALAS ANGELICA JEANNE BETH BAKER BILLY RAY PALMATIER, ET UX BILLY RAY PALMATIER, ET UX JAMES ALSTON, JR, ET UXPB 62 PG 2645' PRIVATE EASEMENTPB 62 PG 2645' PRIVATE EASEMENTPB 35 PG 5760' PRI VATE EASEMENT100.00'100.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W DECK S WOODS NC 87 (MACO RD) 23' BST 30.00'50.00'RW3RW4RW5Duke Energy Progress Charter Communication Charter Communication AT&T Corp.(2) Progress Duke Energy TT48" WOOD SEPTIC TANK POSSIBLE SOIL CONC 65 BRIDGE 80.00'45469454704547145472454744547545476454774547845479454804548145482454894550745534455354553645537455384553945540455414555745558455594556045561455624556345564455654556645567455684556945570455711520PC Sta. 23+71.72 25PT Sta. 25+87.87 1 2 3 2EST 5 SY GF EST 1 TON CL B RIPRAP 2GI 2GI EST 5 SY GF EST 1 TON CL B RIPRAP REMOVE RETAIN REMOVE 18" 18" ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM STA. 14+00 TO STA. 16+90 -L- RT FROM STA. 15+00 TO STA. 17+20 -L- LT Min. D=1.0 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill SEE DETAIL 1 SPEC. LAT. V-DITCH SEE DETAIL 1 SPEC. LAT. V-DITCH EST 10 SY GF EST 3 TONS CLASS B RIP RAP DAYLIGHT DITCH STA. 18+92 -L- LT & RT END APPROACH SLAB TO SHOULDER BERM GUTTER 15" W/ELBOWS ELBOWS 15" W/ (STRUCTURE PAY ITEM) TO SHOULDER POINT CLASS II RIP RAP (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING (ROADWAY PAY ITEM) TO SHOULDER POINT ROCK PLATING EST 10 SY GF EST 3 TONS CLASS B RIP RAP DAYLIGHT DITCH PROPOSED GRADE EXISTING GROUND EL. 43.65' -L- STA. 14+00.00 BEGIN GRADE EL. 38.80' -L- STA. 22+50.00 END GRADE R/R SPIKE IN 28" GUM 53.43' RT, EL. 35.73' -L- STA. 17+16.05 BM #1 PI = 16+35.00 EL = 40.44' (-)1.3638%(-)0.3653% VC = 180' PI = 21+60.00 EL = 38.53' (-)0.3653%(+)0.3000% VC = 180' DS = >70 mph VC = 180' K = 271DS = 65 mph VC = 180' K = 180 TO BE REMOVED EXISTING BRIDGE LOW CHORD LOW SIDE ON 2-22-2018=32.9 NWSE & WSE (-) 1.8182% ELEV=35.00 PI STA 17+20 -L- LT ELEV=41.50 PI STA 14+00 -L- RT ELEV=36.00 PI STA 16+90 -L- RT (-) 1.8966% ELEV=39.00 PI STA 15+00 -L- LT DESIGN 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 = 860 = 50 = 35.2 = 1050 = 100 = 35.6 = 2600 = +500 = 38.7 = 2-22-2018 = 32.9 SHEET PILING SHEET PILING EST. 15 CY EXCAVATE TO NG EST. 20 CY EXCAVATE TO NG F F F F F F F F F F F C F C C C C C C Submitted 4/21/2021 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 30 30 35 35 40 40 45 45 25 2518+50.00 35 35 40 40 30 30 35 35 40 40 30 30 19+00.00 35 35 40 40 30 30 19+50.00 35 35 40 40 45 45 30 30 20+00.00 X-4B-5642 -L- 2.5 5 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1618+66± END BRIDGE STA. 18+66± 0.020 0.020 31.90EXIST R/WEXIST R/WWETLAND2:1 2:10.020 0.020 38.64EXIST R/WEXIST R/W38.64WETLAND WETLAND2:1 2:10.020 0.020 38.43EXIST R/WEXIST R/WWETLANDWETLAND2:1 0.020 0.020 38.28EXIST R/WEXIST R/W2.5:1WETLANDWETLAND2:1 0.020 0.020 38.27EXIST R/WEXIST R/W3:1WETLANDWETLANDMECHANIZED CLEARING FILL IN WETLAND MECHANIZED CLEARING FILL IN WETLAND FILL IN WETLAND MECHANIZED CLEARING MECHANIZED CLEARING FILL IN WETLAND FILL IN WETLAND MECHANIZED CLEARING MECHANIZED CLEARING FILL IN WETLAND FILL IN WETLAND MECHANIZED CLEARING FILL IN WETLAND MECHANIZED CLEARING SHEET 4 OF 6 PERMIT DRAWING SITE 2 SITE 2 SITE 3 SITE 3 DATE: 1-14-2021 Submitted 4/21/2021 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 35 35 40 40 45 45 30 30 20+50.00 35 35 40 40 21+00.00 35 35 40 40 30 30 21+50.00 35 35 40 40 30 30 22+00.00 35 35 40 40 30 30 22+50.00 35 35 40 40 30 30 23+00.00 X-5B-5642 -L- 2.5 5 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/16END TIP PROJECT B-5642 STA. 22+50.00 2:1 3:10.020 0.020 EXIST R/WEXIST R/W38.44WETLAND WETLAND2:1 3:10.020 0.020 38.55EXIST R/WEXIST R/WWETLANDWETLAND3:10.020 0.020 38.63EXIST R/WEXIST R/W3:1WETLAND WETLAND3:1 3:10.020 0.020 EXIST R/WEXIST R/W38.6838.68WETLAND WETLANDEXIST.EXIST. 38.80EXIST R/WEXIST R/WWETLAND38.83 MECHANIZED CLEARING FILL IN WETLAND FILL IN WETLAND MECHANIZED CLEARING FILL IN WETLAND MECHANIZED CLEARING MECHANIZED CLEARING MECHANIZED CLEARING SITE 3 SITE 3 SHEET 5 OF 6 PERMIT DRAWING DATE: 1-14-2021 SITE 2 SITE 2 Submitted 4/21/2021 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 18+01 to 18+04-L-LTROADWAY FILL< 0.012 18+58 to 21+69-L-LTROADWAY FILL0.020.033 18+58 to 20+84-L-RTROADWAY FILL0.020.0321+60 to 22+39-L-RTROADWAY FILL< 0.01< 0.01TOTALS*:0.040.070 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSBrunswick CountyB-564245597.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS1-14-2021Submitted 4/21/2021