The URL can be used to link to this page

Home My WebLink About20220841 Ver 1_BP6.R001_Permit Drawings_20220309_20220623(Version 2.08; Released April 2018) BP6.R001 TIP No.:N/A County(ies):Columbus Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Yes Design/Future:Year:N/A Existing:Year: Aquatic T&E Species?No Comments: No N/A No Wetlands within Project Limits? Swamp Waters (Sw) None Supplemental Classification: Rural Residential Fivemile Branch 15-4-8-4-1 0.1 230 FT. Project Description Proposed Project LumberRiver Basin(s): City/Town: 0.1 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No gwprice@ncdot.gov Address: 3/9/2022 ColumbusChadbourn Gregory W Price Fayetteville, NC 28302 WBS Element: Bridge ReplacementWBS Element: LJB Inc.NCDOT Contact: 910-364-0683 Garner, NC 27529 Contractor / Designer: (919) 594-6710 1401 Aversboro Road Ste. 215 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: PO Box 1150 Address: General Project Information N/ABP6.R001 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) The North Carolina Department of Transportation (NCDOT) proposes to replace Columbus County Bridge Structure No. 303 on SR 1428 (Thompson Town Rd) over Fivemile Branch. Bridge Structure No. 303 is 53 feet long and consist of 2 @ 128"x83" CMPA w/ sand bag HW. The replacement structure will be 2 @ 10'x7' RCBC w/6" beveled HW, Buried 1.0' below existing stream bed elevation. The purpose of the project is to replace a structurally deficient pipe culvert. Bridge Structure No. 303 will be replaced in-place with an off-site detour. The project is utilizing vegetative treatment swales in roadway ditches. N/ABuffer Rules in Effect:Fivemile Branch None 640 Thompson Town Rd: Two 10' travel lanes with and 4' grass shoulders. 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. Thompson Town Rd: Two 9' Travel Lanes with 4-5' grass shoulders. 640 mmastroluca@ljbinc.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) 4 NAD 83/ 2011Five mile F ivem ile Branch BranchBig Pond BranchLandfillWhiteRd.Rd.Rd.Char l i eThompson Rd. Thompson Rd.FisherRd.1005 1004 1004 1335 1428 1428 1335 1335 1336 1336 1335 1430 Big Pond Bay Town Wi l l i amsonRough and Ready 1004 1004Midway Dr.MidwayDr.Ready and Rd. Rough Mi dwayDr.Shay FARRELL NICHOLSON, PE COLUMBUS COUNTY CULVERT 303 ON SR 1428 (THOMPSON TOWN RD) GRADING, DRAINAGE, PAVING AND STRUCTURES 10 20 4020 10 20 4020 2 4 84 T V = = = 640 7% 55 MPH ADT 2021 FUNC CLASS = LOCAL RURAL SUB-REGIONAL TIER 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 Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99BP6.R001DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$1401 Aversboro Road, Suite 215, Garner, NC 27529 CONTRACT:BP6.R001ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA(CHARL IE W ILL IAMSON RD )TO SR 1430 (MIDWAY DR) TO SR 1335 (THOMPSON TOWN RD )-L - SR 1428 FIVEMILE BRANCHBEGIN CULVERT -L- STA. 15+32.41 -L- STA. 15+53.08 END CULVERT -L- Sta. 16+60.00 END PROJECT BP6.R001 LJB, INC NC License Number C-4123 NCDOT CONTACT: WBS:See Sheet 1B For Conventional Symbols Sheet See Sheet 1A For Index of Sheets VICINITY MAP NTSDETOUR BRANCHFIVEMILE END PROJECT BEGIN PROJECT -L- Sta. 14+30.00 BEGIN PROJECT BP6.R001 P.E. R/W & UTL. CONST. 06 / 15 / 2022 12 / 06 / 2021 0.044 MILES=TOTAL LENGTH OF PROJECT 0.004 MILES=LENGTH OF STRUCTURE PROJECT 0.040 MILES=LENGTH OF ROADWAY PROJECT BP6.R001.1 BP6.R001.2 BP6.R001.3 OVER FIVEMILE BRANCH - CLEARING LIMITS BY METHOD II MODIFIED - NO DESIGN EXCEPTIONS WARRANTED -L- STA. 12+72.00 BEGIN CONSTRUCTION -L- STA. 18+41.00 END CONSTRUCTION DIVISION BRIDGE PROGRAM MANAGER ADAM BRITT FARRELL NICHOLSON, PE SHEET 1 OF 12 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BP6.R001 NCBELS C-4123 (919) 594-6710 Garner, NC 27529 Suite 215 1401 Aversboro Road PI Sta 14+18.34 D L = 175.42' T = 87.72' R = 5,930.00' SE = NC DS = 45 MPH -L-15-L- PT Sta. 12+91.79-L- PC Sta. 13+30.63-L- PT Sta. 15+06.05-L- POT STA. 14+30.00 BEGIN PROJECT BP6.R001 -L- POT STA. 16+60.00 END PROJECT BP6.R001 -L- 1 2 1 2 SR 1428 (THOMPSON TOWN RD) -L- STA. 12+72.00 BEGIN CONSTRUCTION BP6.R001 -L- STA. 18+41.00 END CONSTRUCTION BP6.R001 60.00'BL-2 EXISTING R/W EXISTING R/W 18' BST THOMPSON TOWN RD (SR 1428) 18' BST THOMPSON TOWN RD (SR 1428) TO PEACOCK RD (SR 1005) TO CHARLIE WILLIAMSON RD (SR 1430) GARY & JEANETTE COX DB 393 PG 364 GARY & JEANETTE COX DB 393 PG 364 REVOCATABLE TRUST PENELOPE R OBRECHT PB 44 PG 23 DB 1160 PG 90 REVOCATABLE TRUST PENELOPE R OBRECHT DB 1160 PG 90 PB 44 PG 23 PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23FIVEMILE BRANCHFIVEMILE BRANCHWOODS WOODS WOODS FALLOW FALLOW WOODS WOODS WOODS WOODS EXISTING R/W 60.00'EXISTING R/W WOODS RR SPIKE IN BASE OF 14" PINE TREE BL STA. 11+80.00 46.5' RT N 195960 E 2065358 BM1 ELEV. = 77.04' WOODS SEE DETAIL C Flatter4:1 or D2: 1 ( Not to Scale) CUT DITCH FROM -L- STA. 15+75 TO STA. 16+50 RT. Min. D= 1.0 Ft. DETAIL C Slope Ditch Front Ground Natural 2@10'X7' RCBC PROPOSED 2:1 2:110.0' EXCAVATION PROPOSED EXCAVATION PROPOSED NG NG EST. 94 SY GEOTEXTILE EST. 93 TN CLASS "II" RIP RAP NOT TO SCALE (LOOKING DOWNSTREAM) CULVERT INLET CHANNEL DETAIL A 1.0' EMBED. 2@10'X7' RCBC PROPOSED EXCAVATION PROPOSED EXCAVATION PROPOSED 2:12:1 NGNG EST. 93 SY GEOTEXTILE EST. 91 TN CLASS "II" RIP RAP NOT TO SCALE (LOOKING DOWNSTREAM) CULVERT OUTLET CHANNEL DETAIL B 10.0' 1.0' EMBED. WIDTH = 15 FEET LENGTH = 51 FEET W/ GEOTEXTILE CL. II RIP RAP WIDTH = 15 FEET LENGTH = 51 FEET W/ GEOTEXTILE CL. II RIP RAP US INLET INVERT = 63.2'DS INLET INVERT = 63.3'FCW FCW PIT AND OPEN CUT. UTILITY WORK OCCURS FOR INSTALL WATTLES WHEN UTILITY BORE PIT LOCATION. PIT AND OPEN CUT. UTILITY WORK OCCURS FOR INSTALL WATTLES WHEN UTILITY BORE PIT LOCATION. TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY HC HC CLEARING DENOTES HAND WETLAND AND SURFACE WATER IMPACTS PERMIT S S SURFACE WATER DENOTES IMPACTS IN IMPACTS (SEE DETAIL A) SITE 1 - SURFACE WATER(SEE INSET A) OF WETLAND IMPACTS SITE 3 - 7 SQ FT INSET A IMPACTS SITE 2 - SURFACE WATER NAD 83/ 20114 SHEET 2 OF 12 PERMIT DRAWING F F FF F F F CCC F C F F F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BP6.R001 NCBELS C-4123 (919) 594-6710 Garner, NC 27529 Suite 215 1401 Aversboro Road 63646465656565666667 676868 68 686868 69 6969 69697070 7070 70 70707070707171 71 71 71727272 727 2 73 73 73737 3 7474 747475 7575 75757575 7676767777777878787980 80808182838485858 6 PI Sta 14+18.34 D L = 175.42' T = 87.72' R = 5,930.00' SE = NC DS = 45 MPH -L-15-L- PT Sta. 12+91.79-L- PC Sta. 13+30.63-L- PT Sta. 15+06.05-L- POT STA. 14+30.00 BEGIN PROJECT BP6.R001 -L- POT STA. 16+60.00 END PROJECT BP6.R001 -L- 1 2 1 2 SR 1428 (THOMPSON TOWN RD) -L- STA. 12+72.00 BEGIN CONSTRUCTION BP6.R001 -L- STA. 18+41.00 END CONSTRUCTION BP6.R001 60.00'BL-2 EXISTING R/W EXISTING R/W 18' BST THOMPSON TOWN RD (SR 1428) 18' BST THOMPSON TOWN RD (SR 1428) TO PEACOCK RD (SR 1005) TO CHARLIE WILLIAMSON RD (SR 1430) GARY & JEANETTE COX DB 393 PG 364 GARY & JEANETTE COX DB 393 PG 364 REVOCATABLE TRUST PENELOPE R OBRECHT PB 44 PG 23 DB 1160 PG 90 REVOCATABLE TRUST PENELOPE R OBRECHT DB 1160 PG 90 PB 44 PG 23 PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23FIVEMILE BRANCHFIVEMILE BRANCHWOODS WOODS WOODS FALLOW FALLOW WOODS WOODS WOODS WOODS EXISTING R/W 60.00'EXISTING R/W WOODS RR SPIKE IN BASE OF 14" PINE TREE BL STA. 11+80.00 46.5' RT N 195960 E 2065358 BM1 ELEV. = 77.04' WOODS SEE DETAIL C Flatter4:1 or D2: 1 ( Not to Scale) CUT DITCH FROM -L- STA. 15+75 TO STA. 16+50 RT. Min. D= 1.0 Ft. DETAIL C Slope Ditch Front Ground Natural 2@10'X7' RCBC PROPOSED 2:1 2:110.0' EXCAVATION PROPOSED EXCAVATION PROPOSED NG NG EST. 94 SY GEOTEXTILE EST. 93 TN CLASS "II" RIP RAP NOT TO SCALE (LOOKING DOWNSTREAM) CULVERT INLET CHANNEL DETAIL A 1.0' EMBED. 2@10'X7' RCBC PROPOSED EXCAVATION PROPOSED EXCAVATION PROPOSED 2:12:1 NGNG EST. 93 SY GEOTEXTILE EST. 91 TN CLASS "II" RIP RAP NOT TO SCALE (LOOKING DOWNSTREAM) CULVERT OUTLET CHANNEL DETAIL B 10.0' 1.0' EMBED. WIDTH = 15 FEET LENGTH = 51 FEET W/ GEOTEXTILE CL. II RIP RAP WIDTH = 15 FEET LENGTH = 51 FEET W/ GEOTEXTILE CL. II RIP RAP US INLET INVERT = 63.2'DS INLET INVERT = 63.3'FCW FCW PIT AND OPEN CUT. UTILITY WORK OCCURS FOR INSTALL WATTLES WHEN UTILITY BORE PIT LOCATION. PIT AND OPEN CUT. UTILITY WORK OCCURS FOR INSTALL WATTLES WHEN UTILITY BORE PIT LOCATION. TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY HC HC CLEARING DENOTES HAND WETLAND AND SURFACE WATER IMPACTS PERMIT S S SURFACE WATER DENOTES IMPACTS IN IMPACTS (SEE DETAIL A) SITE 1 - SURFACE WATER(SEE INSET A) OF WETLAND IMPACTS SITE 3 - 7 SQ FT INSET A IMPACTS SITE 2 - SURFACE WATER NAD 83/ 20114 SHEET 3 OF 12 PERMIT DRAWING F F FF F F F CCC F C F F F 5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BP6.R001 NCBELS C-4123 (919) 594-6710 Garner, NC 27529 Suite 215 1401 Aversboro Road UPSTREAM NATURAL GROUND PI = 15+45.00 EL = 72.95' VC = 230' DS = 50 MPHELEV. 73.30' -L- STA. 14+30.00 BEGIN GRADE PROPOSED GRADE EXISTING GROUND -L- STA. 15+53.08 END CULVERT ELEV. = 73.26' -L- STA. 14+58.87 LOW POINT -L- STA. 15+32.41 BEGIN CULVERT (-)0.3000%(+)2.0900% K = 96 RR SPIKE IN BASE OF 14" PINE TREE BL STA. 11+80.00 46.5' RT N 195960 E 2065358 BM1 ELEV. = 77.04' ELEV. 75.36' -L- STA. 16+60.00 END GRADE WSE ON (4/2021) = 66.4' Q25 WSEL = 72.2'3.00% ELEV 70.06' -L- STA 15+75.00 END CUT DITCH RT ELEV 72.31' -L- STA 16+50.00 BEGIN CUT DITCH RT TO BE REMOVED (2) 128"x83"' CMPA EX. STRUCTURE 230303 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 610 = 25 = 72.2 = 930 = 100 = 73.6 = 870 = 100 (-) = 73.3 UPSTREAM SECTION 2 @ 10'x7' RCBC WSEL = 73.3' OVERTOPPING Q100 WSEL = 73.6' 40 44 48 52 56 60 64 68 72 76 80 84 88 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 100 104104 92 96 100 108 112 116 120 13 14 15 16 17 18 5 -L- SEE SHEET 4 FOR -L- PLAN VIEW SHEET 4 OF 12 PERMIT DRAWING $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.6/23/16X-1BP6.R001 CROSS SECTION INDEX DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 16+75.00TO14+00.00 STATIONTOSTATION -L- (THOMPSON TOWN RD) CROSS SECTION INDEX ROADWAY X-2 TO X-7 X-1 SHEET NUMBER Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder SHEET 5 OF 12 PERMIT DRAWING 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1613+50.0000 13+75.0000 14+00.0000 14+25.0000 X-2BP6.R001 -L- 2.5 5 SHEET 6 OF 12 PERMIT DRAWING 73.48 73.37 73.32 73.29 70 70 75 75 65 65 70 70 75 75 65 65 70 70 75 75 65 65 70 70 75 75 65 65 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1614+30.0000 14+50.0000 14+75.0000 X-3BP6.R001 -L- 2.5 5 SHEET 7 OF 12 PERMIT DRAWING 73.29 BEGIN PROJECT BP6.R001 -L- STA. 14+30.00 4:1 0.0300.010 73.26 4:1 0.0250.018 3:173.26 4:1 0.0250.025 3:170 70 75 75 80 80 85 85 65 65 70 70 75 75 80 80 65 65 70 70 75 75 80 80 65 65 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1615+00.0000 15+25.0000 15+50.0000 X-4BP6.R001 -L- 2.5 5 SHEET 8 OF 12 PERMIT DRAWING 73.30 4:1 0.0250.025 4:173.34 5 :15:1 0.0250.025 73.52 5 :15:1 0.0250.025 70 70 75 75 80 80 65 65 65 65 70 70 75 75 80 80 60 60 65 65 70 70 75 75 80 80 60 60 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1615+75.0000 16+00.0000 16+25.0000 X-5BP6.R001 -L- 2.5 5 SHEET 9 OF 12 PERMIT DRAWING 73.83 4:1 0.0250.025 2:1 70.06 4 :1 74.13 4 :1 4:1 0.0250.025 2:1 70.81 74.63 4 :1 4:1 0.0250.024 2:1 71.56 70 70 75 75 80 80 65 65 75 75 80 80 85 85 70 70 75 75 80 80 85 85 70 70 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1616+50.0000 16+60.0000 16+75.0000 X-6BP6.R001 -L- 2.5 5 SHEET 10 OF 12 PERMIT DRAWING 75.14 4:14:1 0.0260.014 72.31 75.35 END PROJECT BP6.R001 -L- STA. 16+60.00 4 :1 4:1 0.0300.010 75.68 75 75 80 80 85 85 70 70 75 75 80 80 85 85 70 70 75 75 80 80 85 85 70 70 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1617+00.0000 17+25.0000 X-7BP6.R001 -L- 2.5 5 SHEET 11 OF 12 PERMIT DRAWING 76.27 76.85 75 75 80 80 85 85 70 70 75 75 80 80 85 85 70 70 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Bank No.(From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 15+25.78 to 15+52.65 RT CHANNEL AND BANK STABILIZATION <0.01 18 10 2 -L- 15+29.57 to 15+62.78 LT CHANNEL AND BANK STABILIZATION <0.01 14 10 3 -L- 14+92.25 to 15+05.17 RT CLEARING TO EASMENT BOUNDARY <0.01 TOTALS*: <0.01 <0.01 32 20 *Rounded totals are sum of actual impacts NOTES: SHEET 12 OF 12 Site 1 = 369 SQ FT Site 2 = 376 SQ FT Site 3 = 7 SQ FT WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS COLUMBUS COUNTY - NC 303 BRIDGE PIPE WBS # BP6.R001 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 3/9/2022