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Home My WebLink About20211529 Ver 1_17BP13R166_PermitDrawings_20210423_20211123(Version 2.08; Released April 2018)17BP.13.R.166TIP No.: County(ies):Madison Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2031Existing: Year:Aquatic T&E Species?NoComments:No NoN/AWetlands within Project Limits?Trout Waters (Tr) TVASupplemental Classification: Rural-Woods and open Grass LandPaw Paw Creek6-1050.410.06 miProject DescriptionProposed ProjectFrench BroadRiver Basin(s): City/Town:0.33Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomkcalloway@ncdot.govAsheville, NC 28803Address:4/13/2021MadisonMarshall Mike Calloway20 Old 74WBS Element:Culvert Replacing BridgeWBS Element:Designer (Aaron Carver) - Mattern & Craig Consulting EngineersNCDOT Contact:828.298.1128Asheville, NC 28801Contractor / Designer:828.254.220112 Broad StreetNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Bridge MaintenanceAddress:General Project InformationN/A17BP.13.R.166Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The purpose of the proposed project is to replace Bridge No. 560353 on SR1155 (Anderson Branch Rd) over Paw Paw Creek in Madison County. The existing bridge is a single span 25'-6"' timber deck on I-beams rated in fair condition on the latest structure safety report. The replacement structure will be two @ 10' x 10' RCBC approximately 75' downstream of the existing structure. The proposed culverts will have a skew of 135 degrees. The roadway alignment will be relocated and the grade for the new structure will be raised slightly to accommodate proper vertical and horizontal curve design standards. The majority of the roadway storm water run-off will sheet flow off of the roadway across vegetated shoulders prior to entering the stream. A proposed cross-culvert will collect storm water runoff from the discharge point of the existing culvert and will convey the storm water under the proposed roadway to a new ditch which will discharge into Paw Paw Creek. N/ABuffer Rules in Effect:N/ANone420The proposed typical section consists of two 10' wide travel lanes with 3' grasssed shoulders.Waterbody Information2011NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.The existing 2-lane gravel approach is approximately 13' total width with a total clear roadway approximate width of 16.5' at the existing bridge. 840accarver@matternandcraig.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoDeck 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) (Version 2.08; Released April 2018)17BP.13.R.166TIP No.: County(ies):Madison Page 2 of 2Sheet No.:4Station:13+38.7Sq. MilesBarrel Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:Roadway is being realigned approximately 75' downstream of the existing bridge with only constraints being tie points with existing roadways.Proposed Culvert 2-yr Outlet Velocity (ft/s):5.2Natural Stream Channel 10-yr Velocity (ft/s):9.2Proposed Culvert 10-yr Outlet Velocity (ft/s):8.4Roadway Geometric ConsiderationsBank Stabilization:Wing walls are planned to maintain bank stabilizations along the roadway. Minor rip-rap bank stabilizations is planned approximately 10' upstream, and 10' downstream of the proposed culvert to protect graded slopes. Natural Stream Channel 2-yr Velocity (ft/s):6.6Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)NoStream Realignment Necessary? (provide justification)NoCulvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:Typical mountainous stream geometry with drops and pools, with approximate 10' wide stream bed. Existing banks appear stable. Bed Forms Impacted by Culvert (riffles, pools, glides, etc.):Reinforced concrete box culverts to match exsitng stream geometry and minimize impacts. Low Flow Floodplain Bench Required? (provide justification)NoApproximately 10' wide low flow area, approximately 1' deep.Proposed Sills/Baffles:1.0' sills and baffle across main channel, 2.0' sills and baffle across high-flow culvert.Existing Low Flow Velocities in the Stream (ft/s):0.8Proposed Low Flow Velocities Through the Culvert (ft/s):2.5Alternating Low Flow Sills/Baffles:1.0' sills across main channel, 2.0' sills across high-flow culvert.Culvert BurialProposed Culvert Burial Depth (ft):1.0'Existing Streambed Material:Cobble and gravel with coarse sand.Proposed Low Flow Dimensions Through the Culvert:Avoidance and Minimization Efforts:(Bridge to Culvert)The two @10'x10' reinforced box culverts were selected to reduce impacts to the stream bed downstream of the existing structure. One culvert will maintain the approximate natural channel width of 10' and will utilize 1' sills, while the additional 10' wide culvert will utilize 2' sills for high flow water surface elevations. Both culverts will utilize excavated, existing bed material.Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):2.76Existing Low Flow Channel Dimensions in the Stream:Stream width varies, but it has an approximately 10' wide low flow area, approximately 1' deep.Proposed Culvert Slope (%):1.40Surface Water Body:(1)Paw Paw Creek50Culvert Type:R.C.B.C.10Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):2.8Number of Barrels:2Barrel Width/Diameter (ft):10North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization 17BP.13.R.166 See Sheet 1-A For Index of Sheets See Sheet 1-8 for Conventional Symbols N1 VICINITY MAP (NOT TO SCALE) ATE OF NOR DIVISION OF ICI CAROLINA HIGHWAYS MADISON COUNTY LOCATION: BRIDGE NO. 353 ON SR 1155 (ANDERSON BRANCH ROAD) OVER PAW PAW CREEK TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT STATE STATE PROJECT REFERENCE NO SHEET NO. TOTAL SHEETS INC. 17BP.13.R.166 1 STATE PROJECT NO. F. A.PROL NO DESCRIPTION 17BP.13.PE.166 WA P.E. 17BP.13.ROW.166 WA RN & UTIL 17BP.13.R.166 WA CONST PERMIT DRAWING SHEET 1 OF 6 END CULVERT —L— STA 10 + 91.70 Sf��., 5.� BEGIN PROJECT 17BP.13.R.166 —L— STA.10 + 06.59 O t— ANDERSONSR BRA1155 NCH�'7.� \Sr \S! BEGIN CUL L— STA 10+70.. \ 44. ro 4 END PROJECT 17BP.13.R.166 —L— STA.13 + 21.87 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: ZMattern & Craig ENGINEERS •SURVEYORS 12 BROAD STREET ASHEVILLE, NORTH CAROLINA 28801 (828) 254-2201 FAX (828) 254-4562 NC LIC. NO. C-1154 DESIGN DATA ADT (2011) =420 V = 25 MPH FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.13.R.166 = 0.056 MILES LENGTH STRUCTURE PROJECT 17BP.13.R.166 = 0.004 MILES TOTAL LENGTH PROJECT 17BP.13.R.166 = 0.060 MILES Prepared in the Office of: MATTERN & CRAIG 12 BROAD ST. ASHEVILLE, NC 28801 FOR NCDOT DIVISION OF HIGHWAYS 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: FEBRUARY 19, 2019 LETTING DATE: NOVEMBER 3, 2021 AARON CARVER, PE PROJECI ENGINEER MENG YANG, El PROJECT DESIGN ENGINEER NCDOT CONTACT: MIKE CALLOWAY DIVISION I3 BRIDGE PROGRAM MANAGER ROADWAY DESIGN ENGINEER SIGNATURE: HYDRAULICS ENGINEER P.E. SIGNATURE: O TEMPORARY PIPE WILL BE REMOVED DURING CONSTRUCTION OF WINGWALL AND FLOW WILL BE DIVERTED THROUGH THE CULVERT. LOIS R. PAYNE and, JOHN R. PAYNE DB 182 PG 650 \CH BROAD EMC 515/38 2 O, 3 TONS CLASS II RIP RAP W/4 SY GEOTEXTILE WOODS BY- 3 TONS CLASS II RIP RAP W/4 SY GEOTEXTILE BY-5 FRENCH BRs' 515/39 to //f2JMooD5 ROCK OUTCROPPING JOSEPH L. RAMSEY DB 232 PG 182 ROCK OUTCROPPING -L- CURVE DATA -DRI- CURVE DATA -DR2- CURVE DATA PI Sto /2+30.55 PI Sto 10+32.85 PI Sta 10+18.65 . = 90' 27' 57.0' (RT) 0= 27° /0' 32.2" (LT) L.= /9° 42' 27.6" (LT) D = 35° 48' 35.5" D = 114° 35' 29.6" D = 1/4° 35' 29.6" L = 252.63' L = 23.72' L = 17.20' T = l61.31' T = 12.09' T = 8.68' R = 160.00' R = 50.00' R = 50.00' 5E=04 R0=73 DS=25MP11 JOSEPH L. RAMSEY DB 232 PG 182 END CULVERT -L- STA 10 + 91.70 BEGIN PROJECT -L- STA 10 + 06.59 S7 3k� - L- POT Sta. 10+00.00 - EY- POC Sta.13+77.55 PC Sta. /0 +12 94 PI Sto 10+69.68 .5= 6' 26' 15.3" (RT) D = 5' 40' 42.0" L = 113.37' T = 56.75' R = 1,009.03' -EY- CURVE DATA Pl Sta 11+47.57 L.= /9'/2'49.2"(RT) D = 45' 35' 58.8" L = 42./4' T = 21.27' R = /25.65' WOODS +79.13 -L- 50.00 LT INV=1893.38' PI Sta 12+07.76 L.= 58' 53' 45.8" (RT) D = 82' 16' 46.6" L = 71.58' T = 39.31' R = 69.64' Pl Sto /3+10.37 PI Sta 14+47.77 PI Sta 16+21.17 = 53' 21' 23.3" (RT) L.= 25' 38' 32.0" (LT) 0 = 7' 00' /7.5" (RT) D = 40' 55' 32.4" D = /6' 5/' 06.0" D = 9' 32' 57.5" L = 130.37' L = 152.16' L = 73.35' T = 70.35' T = 77.38' T = 36.72' R = 140.00' R = 340.00' R = 600.00' WOODS 20I0'xl0'RCBC -LS STA 12+65.00 -DR 11- STA 10+00.00 m D0 NOT DISTURB SHED E JOHNNIE S. RAMSEY DB 232 PG 178 -L- STA 12+74.00 -DR2- STA 10+00.00 +67.76 -L- 45.00 RT 2 TONS CLASS 'B' RIP RAP W/7 SY GEOTEXTILE +55.00 -EY- SREMOVE FENCE 184.66 LT NS `CLASS 'B' +21.87 -L 45.00 RT /16 SY 13.00 RT END -DR2- ISTA 10+2535 00 4 '5 3) +21.87 -L- 50.00 LT PROJECT REFERENCE NO SHEET NO. /7BP.13.R.166 4 PERMIT DRAWING SHEET 2 OF 6 1// DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED +21.87 -L- 30.00 LT 13.00 LT END PROJECT -L- STA 13 + 21.87 PT Sto. 10+44.48 +93.00 -EY- 192.00 LT END -DR1- STA 10+80.35 +88.00 -EY- 173.00 LT Jr JOHNNIE S. RAMSEY DB 232 PG 178 CLASS II 4 SY NC GRID NAD 83 NA 2011 SEE SHEET 5 FOR PROFILE SEE SHEETS C-1 THRU C-? FOR CULVERT PLANS TEMPORARY PIPE WILL BE REMOVED DURING CONSTRUCTION OF WINGWALL AND FLOW WILL BE DIVERTED THROUGH THE CULVERT. 192,$; LOIS R. PA. ' JOHN R.,JP DB 182 19 19'1, \CH BROAD EMC 515/38 O, 3 TONS RIP RAF' .Gl; -L- CURVE DATA PI Sto /2+30.55 . = 90' 27' 57.0' (RT) D = 35° 48' 35.5" L = 252.63' T = 161.31' R = 160.00' 5E=04 R0=73 DS=25MPH 3 TONS CLASS RIP RAP___W/41 S? VERT +179 1lEPH L. RAMSEYI9 ky$ !;4B 232 PG 182 c2Oa 2.94 8� 4,959 -EY- CURVE DATA -DRI- CURVE DATA P1 Sto 10+32.85 0 = 27° 10' 32.2" (LT) D = /14° 35' 29.6" L = 23.72' T = /2.09' R = 50.00' INV - PI Sto 10+69.68 8/ Sta 11+47.57 P1 Sta 12+07.76 = 6' 26' 15.3" (RT) L.= /9' /2' 49.2" (RT) L.= 58° 53' 45.8" (RT) D = 5' 40' 42.0" D = 45' 35' 58.8" D = 82' /6' 46.6" L = /13.37' L = 42.14' L = 71.58' T = 56.75' T = 21.27' T = 39.31' R = 1,009.03' R = /25.65' R = 69.64' 2/ Sto /3+10.37 PI Sta 14+47.77 PI Sta 16+21.17 �= 53' 21' 23.3" (RT) L.= 25' 38' 32.0" (LT) 0= 7'00'/7.5"(RT) D = 40' 55' 32.4" D = /6' 5/' 06.0" D = 9' 32' 57.5" L = /30.37' L = 152.16' L = 73.35' T = 70.35' T = 77.38' T = 36.72' R = 140.00' R = 340.00' R = 600.00' -DR2- CURVE DATA P1 Sta 10+18.65 .5= /9°42'27.6"(LT) D = 1/4° 35' 29.6" L = 17.20' T = 8.68' R = 50.00' N 0 920 TA,(2+-6500 StA-YQtOQ 0 C Sta. /0+2 JOHNNIE S. RAMSEY DB 232 PG 178 -L- STA /2+74.00 -DR2- STA 10+00.00 END -DR2- STA 10+2535 -° 45.00 RT_2 TONS CLASS 'B' B 4: 8"; RIP-RAP'Wl7 SY ° :6 . ' GEOTXTILE - +55.00 eY� Ej1D17E^FENCE--, _ 184_66 LT NS CLASS U +21.8f.-L- �" 45.00 Rt. JT >13.00 RT :16, ha Yd `kP7. 980 PROJECT REFERENCE NO. /7BP./3.R.166 1// 9.81 1\@22 SHEET NO. 4 PERMIT DRAWING SHEET 3 OF 6 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED +21.87 -L- 50.00 LT f.21.87 -L- ,30.00 LT .13.00 LT F,v END PROJECT -L- STA 13 + 21.87 PT Sto.10+44.48 S 40.41' 27.0" E + 93.00 -EY- 192.00 LT END -DR1- STA 10+80.35 + 88.00 -EY- 173.00 LT ° RAMSEY PG 178 6 NC GRID NAD 83 NA 2011 SEE SHEET 5 FOR PROFILE SEE SHEETS C-1 THRU C-? FOR CULVERT PLANS PROJECT REFERENCE NO. /7BP.13.R.166 SHEET NO. 4 z 0 ae w -100 -50 0 50 100 STA 10+61.1 -L- P — 189L. 5 EX ST ENG DRID GE - (a) C'X10'HUB IN16" TOF BE VEL 1 1 900 A N L �/ DA 0 BUTMEN— GATED 75' JPS— REA S M) ■ W 1'-0'' AND 2-0" SILLSANU BA ACROSS BOTTO W CAS IN PLAG - IEADWALLS/W NGWALLS .5KEW 90" FfL ES 1 9 0 1 890 PROP 1 00 Y TOP OF BJSNK LT 1 8 90 WEE L P- O P 5 889 YR 5 -- -1.0' SILL N 1 i WSFt� 880 NWS WS 1 EL 7 R 8iii 7 0' BA FFL E 0' SILL TOP 'iF BANK RT — ui IVVER— ELEV. ='88.4 SLOPE — 1 s% ALONG CHANN F L 1 8 0 1 0 0 50 0 0 100 P R OFILE n LONG CUL ERT PERMIT DRAWING SHEET 4 OF 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1945 1940 1935 1930 1925 PROJECT REFERENCE NO. /7BP /3 R166 SHEET NO. 5 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 5 OF 6 1920 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1915 1910 1 r: 1910 i 111 a T.n 1910 1905 I ,� I III 1905 1900 I ' i ii III I __.■ AISi 1111 Ili' 1111111111111111 II1111 1900 1895 IIIIIIIIIIIIIIIIIII 0::::::!!rilliiiiri"""1111'=iil:iiiiillllllllIINIIICE111lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 1895 1890 ' 1 I �I •1111 !'IIL; u;.• 1885 1885 1880 Iii 1111 1880 1875 1875 1870 1870 1865 BM #1 N 768018 E 88922 1860 -L- STA. 11+46.95 29.08' LT ELEVATION = 1896.62' 1865 1860 RRS IN 15" BLACK WALNUT 1855 1855 1850 1945 1940 1935 1930 1925 1920 1915 a 1910 1905 1900 1895 1890 1885 1880 1875 1870 1865 1860 CAN 09/- 1111114411:1:11:i:II!i!IIt17d!!I!!'11I:eG ILI4 1111111 1850 10+00 10+30 10+60 10+90 11+20 11+50 11+80 12+10 12+40 12+70 13+00 13+30 S A /C4 339 36 /0 1 Om 1945 1940 DR END CR'/,J- -DRI- ELEI. - 'TA '.893 5 5-) 1935 1 703 1 379 .291 1,837 1 333 /C /0 ,bm 10 .. - /4 = - 4 6400 St) 53- 1930 1925 1920 1915 1910 1905 1900 1895 BE 7 N ELE4 0R -/ T GD 3 AGE 0 2J 08,?0 1.9 1,91 5 1 90 7 1 903 1 89 1890 1885 1880 1875 1870 1865 1860 9 1,89 1,88 1,88 1,87 1,87 5 1 7 3 9 5 r9J 0 D 0 R2 T A /0 3 CULVERT HYDRAULIC DATA DESIGN DISCHARGE = 1,000 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 1888.6 FT BASE DISCHARGE = 1,400 CFS BASE FREQUENCY = /00 YRS BASE HW ELEVATION = 18895 FT OVERTOPPING DISCHARGE = 2,300 CFS OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING ELEVATION = 1893.4 FT WS. ELEVATION AT DATE OF SURVEY (NOVEMBER 20/8) = 1883.7 FT 10+00 10+30 10+60 10+90 10+00 10+30 10+60 10+90 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 10+70/10+932@10'x10' RCBC0.01 < 0.01 50 151 10+70/10+92 LTImpervious dikes< 0.01321 10+70/10+93 LTRip Rap< 0.011 10+70/10+93 RTRip Rap< 0.01TOTALS*:0.01 0.0195470*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSMadison17BP.13.R.166NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/20/2019 20 25