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Home My WebLink About20211528 Ver 1_Meeting Request Review Doc Attachment_20211019(Version 2.08; Released April 2018)17BP.13.R.161TIP No.:N/ACounty(ies):Madison Page 1of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2032Existing:Year:Aquatic T&E Species?NoComments:NoNoN/ANoDeck 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.The existing 2-lane paved approaches are approximately 9' each(18' total paved width) with a total clear roadway approximate width of 17.25' at the existing bridge. 580accarver@matternandcraig.comProject 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 SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply II (WS-II)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:N/ANone290The proposed typical section consists of two 10' wide travel lanes and 3' shoulder berm gutter on both sides and paved shoulder on the highside of superelevation.Waterbody Information2012NCDWR Stream Index No.:17BP.13.R.161Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The purpose of the proposed project is to replace Bridge No. 560166 on SR1533 (Hamburg Rd) over Terry Fork in Madison County. The existing bridge is a single span 27'-10" timber deck on I-beams rated in fair condition on the latest structure safety report. The replacement structure will be 2 @ 9' x 6' RCBC. The proposed culverts will have a skew of approximately 45 degrees. The roadway alignment will be adjusted slightly 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 berm ditch will collect stormwater runoff from running down a proposed cut slope and discharge to a proposed storm drain system. Two new TB 2GI and one MCF will collect water from the shoulder berm gutter and dischage it to the adjacent stream. 12 Broad StreetNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Bridge MaintenanceAddress:General Project InformationN/AWBS Element:Culvert Replacing BridgeWBS Element:Designer (Aaron Carver) - Mattern & Craig Consulting EngineersNCDOT Contact:828.298.1128Asheville, NC 28801Contractor / Designer:828.254.2201mkcalloway@ncdot.govAsheville, NC 28803Address:3/12/2020MadisonMars HillMike Calloway20 Old 74River Basin(s): City/Town:0.30Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural-Woods and open Grass LandTerry Fork 6-96-10-3-40.20490 linear feetProject DescriptionProposed ProjectFrench BroadSupplemental Classification: High Quality Waters (HQW)Wetlands within Project Limits? (Version 2.08; Released April 2018)17BP.13.R.161TIP No.:N/ACounty(ies):Madison Page 2of 2Sheet No.:4Station:13+91.62Sq. MilesBarrel Height (ft):Culvert Length (ft)%%North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and MinimizationProposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):3.06Number of Barrels:2Barrel Width/Diameter (ft):9Surface Water Body:(1)Terry Fork 79Culvert Type:R.C.B.C.6Avoidance and Minimization Efforts:(Bridge to Culvert)The 9' wide 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 9' and will utilize 1' sills, while the additional 9' wide culvert will utilize 1.5' 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 (%):3.02Existing 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 (%):1.76Culvert BurialProposed Culvert Burial Depth (ft):1.0'Existing Streambed Material:Cobble and gravel with coarse sand.Proposed Low Flow Dimensions Through the Culvert:Approximately 10' wide low flow area, approximately 1' deep.Proposed Sills/Baffles:1.0' sills across main channel, 1.5' sills across high-flow culvert.Existing Low Flow Velocities in the Stream (ft/s):0.8Proposed Low Flow Velocities Through the Culvert (ft/s):2.1Alternating Low Flow Sills/Baffles:1.0' sills across main channel, 1.5' sills across high-flow culvert.Culvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:Mostly uniform stream geometry with approximate 10' wide stream bed. Existing banks appear stable. Existing 36" driveway culvert upstream of proposed structure may impead aquatic movements. 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)NoBank 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):6.1Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)NoStream Realignment Necessary? (provide justification)NoEvaluate/Describe Roadway Geometric Constraints:Roadway constraints are primarily created by the proximity of the adjacent stream which flow approximately parallel to the roadway.Proposed Culvert 2-yr Outlet Velocity (ft/s):8.1Natural Stream Channel 10-yr Velocity (ft/s):8.4Proposed Culvert 10-yr Outlet Velocity (ft/s):10.8Roadway Geometric Considerations 17BP.13.R.161 See Sheet 1-A For Index of Sheets See Sheet 1-8 for Conventional Symbols )IVISI MADISO11l COUNTY LOCATION: BRIDGE NO. 166 OVER TERRY FORK 011t SR 1533 (HAMBURG ROAD) BEGIN PROJECT 17BP.13.R.161 -L- STA.12 + 00 TYPE OF WORK: GRADING, PAVING, DRAINAGE AND C UL VER T END BOX CULVERT -L- STA.14 + 06.23 W44,1 SA' —hi& 33 .so BEGIN BOX CULVERT -L- STA.13 + 78.08 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. JS rl STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 17BP.13. R.161 1 STATE PROJECT NO. F. A. ]PROW. NO. DESCRIPTION 17BP.13.PE.161 N/A P.E. 17BP.13.ROW.161 N/A R'W/ & UTIL 17BP.13.R.161 N/A CONST r *Atilt vie joiralikVIAllOPMPir NO OUTLET _ ✓S J RK END PROJECT 17BP.13.R.161 Sib I4'? PERMIT DRAWING SHEET 1 OF 5 -L- STA.16 + 90.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: Z.(1 Mattern & 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 2032 = 580 V = 35 MPH FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.13.R.161 = 0.088 MILES LENGTH STRUCTURE PROJECT 17BP.13.R.161 = 0.005 MILES TOTAL LENGTH PROJECT 17BP.13.R.161 = 0.093 MILES Prepared in the Office of: MATTERN C CRAIG 12 BROAD ST. ASHEVILLE, NC 28801 FOR NCDOT DIVISION OF HIGHWAYS 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: JANUARY 15, 2019 LETTING DATE: OCTOBER 21, 2021 AARON CARVER, PE PROJECT ENGINEER MENG YANG, El PROJECT DESIGN ENGINEER NCDOT CONTACT: CHRISTOPHER MEDLIN, PE DIVISION 13 BRIDGE PROGRAM MANAGER ROADWAY DESIGN ENGINEER P.E. SIGNATURE: HYDRAULICS ENGINEER P.E. SIGNATURE: PROJECT REFERENCE NO. l7BPJ3.RJ6/ SHEET NO. z z O DEBORAH M. BROWN // 7 9j \� 0y �` \5 Ski V y �P$ NOTE: N.T.S. 7 7 7 2,385 2 3R0 UM AUE • 0 8 \ I \\ i 6R PRTANKOPE i== O AN RICHARD B. DOWNING, JR. APPROXIMATE LOCATION OF SEPTIC SYSTEM I I RIP P 8 SY ph GEOTEXI`Il e\ PROXIMATE 3�0 LOCATION SEPTIC 1 TANK ows X 4SBW 4SBW 24" BEECH MARKED S LINE PERMIT DRAWING SHEET 2 OF 5 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HEt LANDSCAPEre D EDHEDGE ROW DED R/W 6Y MAINTENANCE a' esT r t 6 0 5�533 (Hamburg EOOTBR r — _ ��js Riw ENA "A°"°�A° f/v I i36" HDPE E S TE -• 48" WD SPLIT RAILGR =�\ li tr', 18" W D L RAI Mattern & Craig ENGINEERS•SURVEYORS 12 BROAD STREET ASHEVILLE, NORTH CAROLINA 28801 (828) 254-2201 FAX (828) 254-4562 NC LIC. NO. C-1154 E ROW LE W AY O WARREN NEAL RAY \ �,S \\ 1 4 4S8\ ✓S BRYAN LYMAN MARSHALL 9 SEE SHEETS C-1 THRU C-?? 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IIIIII I I I I I I I IIIII IIII I I I I I I II IIIIIIII I I I I I I I IIII IIIII I I I I I I I IW I I I I I II IIII IIII I I I I I I IIIIIII II I I I I I I I I IIIi IIIII I I I I I I I IIIIi BM #1 N 772069 E 976100 IIi IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi BM #2 N 771943 E 976352 1 ELEVATION 2,364.22'LSTA.13 +42 20'LT ELEVATION = 2,370.05'L-STA.16+20 39'RT 111111111111111111 RR SPIKE IN 22" OAK i i RR SPIKE IN 16" SYCAMORE IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII Imiiiil 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111110 CULVERT HYDRAULIC DATA DESIGN DISCHARGE = 650 CFS DESIGN FREQUENCY = 10 YRS DESIGN HIV ELEVATION = 23667 FT BASE DISCHARGE = 1,300 CFS BASE FREQUENCY = 100 YRS BASE W$' ELEVATION = 2368B FT OVERTOPPING DISCHARGE = 700 CFS OVERTOPPING FREQUENCY = 10+ YRS OVERTOPPING ELEVATION = 2367.0 FT ITS. ELEVATOF ION AAT DATE SURVEY (AUGUST 2017) = 2362.6 FT 11111111111111111111 11111111111111111111 11111111111111111111 11111111111111111111 11111111111111111111 IIIIII111111111111111111111111111111111111111111IIII 1111111111111111111111111111i11111111111111111111111111111111111111111111111111111111111111111111111111111 2 380 7 Z7n 2 330 2.325 32Q 10+00 10+30 10+60 10+90 11+20 11+50 11+80 12+10 12+40 12+70 13+00 13+30 13+60 13+90 14+20 14+50 14+80 15+10 15+40 15+70 16+00 16+30 16+60 16+90 17+10 17+40 17+70 18+00 PROJECT REFERENCE NO. SHEET NO. 2,380 2,370 2,360 2,350 2,340 2(40 100 1�0 2(1)0 CL STA 13+91 6 P -L GP=236821 TO Is TI G R 1 ID E A OF BAN ED PR LONG C LT ILE AN EX NEL @ 9'-0" x 6'-0' C W/ 6" TOP BEVIL W/ 1' 0' and 1'-5' SI W/ CAST IN PL C HEADWALLS N SKEW 45° 1 0' BA 1 0' B• FLE 10'SI TO BE PLAC:D 1.0 INSID: OUTLET W 362 6 1 AND BA LLS FFLIS OP 100 Fl = 7368 8 OP 1DYR S :L = 2366.7 WS WSEL- 2 24-2017 ---- 1 1' .ILL TO BE LACED 1 0 INSIDE INLET INVERT I FV = 7359 7 LOPE - 1.76% 50 25 0 /7BPJJ.RJ64 3 PERMIT DRAWING SHEET 3 OF 5 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) N Z 0 ti 0 CO • I O IA • 0 W 0 ▪ ci mwLti Lo Nam~ Q�W Pj Q 02ti Irt O 02 ct I I I �ry�f 23� ' 2 380 2,11,5 2 'MO 2 350 7'40 2,33n 2,325 232n 2381 At AP ' S8q 3823382 ___ _E•-- _........ ■ •_•••_•_•••••••••••••_ ___ _EEEE___ _........ s�.i7i7Ei'JYEEEi. — ___ _■•••___ __ S!EA ./11AMJ! _ ___ _•. ___ _•■■■■■_■■■_ ■ ••Er■•rEE_ _ �1 _1_■■ �■ _■■___ ■ _■■___ ■ _■■___ �1 _1_■■ �■ _•■ ■ _■■ 1! ■!■■■ ■■ _■■___ •g 11 I=■ 1=■ M=EN•_••�-- ME=1111■111�111■1111111111 ■ ■_•• _ BE,IN :G' ' z■■■■_■11m111■11111111 • •_. _ _.. __ _••••_. •1 - ■II E111 _■■____ �.=moo._1111■111�111■ _■••_ _••____ _■____7■■■■■_■■■_■■■_■■■■■ - fi�rr■• IN ME=MEN miuttimm _Woof OsIEJMN= ••____ ■.■•_■■•_ r�•r.7■qr. _ _ ■►■■_■■■_ I��IR11��IIIIIIIIIIIII■ • ■■■�T11■�hi _ _ _EE____ •E\•_•••_ EN■E\■_■■■_■■■_■■■■■■■■■■••V•J•E.NHE l�1.+.••••••••••••_ _ ___■Jf_EII':.IG'IIIY _■II\WEN _•••_••••••••••••l'L■•E^J•••••••••••■_ _ _EI.,:_�] .--,-.—_+i.nEI,I!tr _ ■! ■!■■ �1 _ �■ _ _ _ �! ■!■■ ■1 ■!■■ i■■■■ �r Z st�.tk', lil \LLAr aE■ :aEr •E•_ _111- MEM MEM ........... .. . 1111111111111111 1: 1 1 1 •••_ •••_ •••_ P48" WD RAIL 2410 PROJECT REFERENCE NO. l7BPJ3.R•l6/ SHEET NO 2At PERMIT DRAWING SHEET 4 OF 5 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DECK DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ►_� .. = Cra 3gA ENGINEERS•SURV 2 BROAD STREET ASHEVILLE, NORTH CAROLINA 28 (828) 254-2201 FAX - NC LIC. N0. C-1154 BRYAN LYMAN MA* ,HALL 1 II 231 NA, 83 NA • 'SEE SHEETS C-1 THRU C-?? FOR CULVERT PLANS _••__ ■ _•• NE ■ _•• ■ _•• _ _■E _ _•• _ _•• _ _•• _ _•• _ _•• _ _•• _ _•• ■ __•• _ __•• _ __•• _ _NE _ _■E _ _•• 1111111111111111111 j••••••• •••• ■■■■■■■■ ■■■■ ■ ■ ■■ 11111111111111111■111— NM MEN MEN r•.p�_■■•_ 5ri�ILi.: NM ■■■_ �i■_■■_■■•_ _■■■_ _■■■_ ■ 1�111■••••••••••••L; I■1�■1 __■_ - - — •m—c�••••• ••Df lll■1111111.111111••••=•••••••••••••••••••••• ••_ -.ovMe�� ___■ ern_ _ I �__ _____■_•___••____■o■__•_•I:■----C_,;E,:-ro:.__E■111111111111 1 1 1 :a::::::::::::::::::::::::::::::::::::::■_■••_■•_■•I ::■■� ■:■�ETOPIIIIIiiiiiiiiiii. 111111111111111111�1111111111111::: MMMM■: ••• • - ■■_..1 _..._._ _ 1111111111111111111111■11�1�1 -�d111•_•___■111111111111111111 ■■■■■■■■ 1111...1�1■.�■111111111111111111■11111111!!!!!! ! ! ii11.11 ! -III, IIIII!!!IIIII!!!!!I!!!!!!!!!!!!!!!!!!!!!!!!!!!!!III I•I!!■■■■ !■I ■!!!!!!!!!!!!!!!!!!■!!!!!!!!!!!!!!■!■!■■■! !■!!! !III11::: ••••�•••••••''''••••••''•''''''''"•• 1 II II 1!!11! !!!! ■::::::::::_.IIIIIIIIIIIIIIIII11111111111111111111 ! 1 •I■____ ■ ••____ ■ ••____ ■ ■■____ ■ ••____ ■ 1 Lf11-9_- 11. ■._••__• _■ IIII!!! _ ___■■_■■■■_■■■ _■■ 11111111 ___• •_•••_ _•••_••••••• 11.i.■ 1� ■.��1111■111 MMMMMMM 1 11 �1■ ■■■I 1■111■ .111■1111111 N 771943 E 976352 SEMI • risicE)1.N+22)_./1111111111111111111111111111111111111 R ESA KONN 16'25YCAMORE III■I■I■IIIIIIIIIIIIIIIIIIIIII■■■■III■■I■■■I■II ■■■■■■■■■■■ ••••••••■ •••■ _ ■__ - _ II_••■■■••■■_•••■_ i _ _•• MM MN I■_■■••••• E_••■•_ __ _ _■• E■■r■E��■_••••_ __ _ _■■ _■■ MN •••11111111■111111111■IIII. _■. _11 _ __■_ _■• _ __•_ _■• 111■l11111111111■111111111■1111■ ■■N mil CULVERT HYDRAULIC DATA =■. m11 !■■■!■!! 1�■.1�11 DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HIV ELEVATION BASE DISCHARGE BASE FREQUENCY BASE /f/ ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION WS. ELEVATION AT DATE OF SURVEY (AUGUST 20/7) = 650 CFS = 10 YRS = 23667 FT = 1,300 CFS = /00 YRS = 2368B FT = 700 CFS = 10+ YRS = 23610 FT = 2362.6 FT 1■■■■ 1�1■.��1111■111�111■11 IIII■11111111■IIII■1■1■■■11■111■1■III■IIIII _•_----"'--'---'-" 1 1 1 I_1111■111�111■II EEEEEEEEEEEE_••••••••_••••_•_•___.._..._._..._.....!!■!!!!IIII!!■!!!!!!!l111■111111111111 —E—----•••--■---•_•• ... 1IIII iii�i:• •• ■■ ■ _ IIII■II■I■1■IIIIIIIIIIIIIIIIIIIIII■■■■III■■1■■■I■11 ! ! ! _■•...Z.11�111■11fl1�111111111111■11111111■IIII■1■1■■■! !■•:::: ■-• 111111 :5 :1 .1 2 355 2 34n 2 330 2.325 2 320 10+00 10+30 10+60 10+90 11+20 11+50 11+80 12+10 12+40 12+70 13+00 13+30 13+60 13+90 14+20 14+50 14+80 15+10 15+40 15+70 16+00 16+30 16+60 16+90 17+10 17+40 17+70 18+00 Hand Existing 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 13+30/14+46 LT Impervious Dikes 0.01 30 1 13+30/14+47 RT Impervious Dikes 0.01 25 1 13+30/14+47 2@9'x6' RCBC 0.02 85 TOTALS*: 0.02 0.02 85 55 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSMadison17BP.13.R.161 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/12/2020