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Home My WebLink About20240462 Ver 1_Polk County - B13 - Final Permit Drawings (3.21.24)_20240325Highway North Carolina Department of Transportation + i Highway Stormwater Program m STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP14.R042.3 TIP/Prof No: SF-740013 County(ies): Polk Page 1 of 2 General Project Information WBS Element: BP14.R042.3 ITIP Number: SF-740013 I Project Type: 113ridge Replacement I Date: 3/21/2024 NCDOT Contact: Zach Shuler Contractor) Designer: TGS Engineers / Ben Henegar, PE Address: 345 Toot Hollow Road Address: 706 Hillsborough St., Suite 200 Bryson City, NC 28713 Raleigh, NC 27603 Phone: 828-488-0902 Phone: 919-773-8887 Ext. 123 Email: ztshuler ncdot. ov Email: bhene ar t se ineers.com City/Town: Tryon, NC County(ies): Polk RiverBasin(s): Broad CAMACounty? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.052 Miles Surrounding Land Use: IRural Residental and Agricultural Proposed Project Project Built -Upon Area (ac.) 0.158 lac. 0.115 lac. Typical Cross Section Description: Two 10.0' paved travel lanes with 2.3' paved shoulders at bridge. Two 9.0' paved travel lanes. Annual Avg Daily Traffic (veh/hrlday): I Design/Future: 1 610 1 Year: 12043 1 Existing: 1 500 1 Year: 1 2023 General Project Narrative: The project involves the replacement of Bridge No. 740013 over North Pacolet River on SR 1128 (Howard Gap Rd) in Polk County. The proposed 100' long by 27' wide (24" cored (Description of Minimization of Water slab) two -span bridge would replace the existing 69.2' long by 20.1' wide (timber deck on steel I-beam) two -span bridge at the existing location. The proposed grade will be Quality Impacts) approximately 0.3' above the existing grade. The proposed bridge will have no direct discharge into North Pacolet River. Deck drains on the bridge are proposed, however no deck drains are proposed overwater. Stormwater runoff from the proposed bridge will flow to inlets on the north end of the bridge. All proposed stormwater runoff will be discharged as far away from the stream and at the lowest velocities as practicable. Project minimum measures include: >Maximizing shoulder section. >Providing adequate ground cover. >Stabilizing embankments and drainage ditches. >Providing adequate energy dissipation. >Utilizing natural features and drainage pathways - Existing drainage pathways were utilized to the maximum extent practicable. I lighway North Carolina Department of Transportation Stormwater m o _ Highway Stormwater Program STORMWATER MANAGEMENT PLAN --- (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP14.R042.3 TIP/Prof No.: SF-740013 County(ies): Polk Page 2 of 2 General Project Information Waterbody Information Surface Water Body 1 : North Pacolet River NCDWR Stream Index No.: 9-55-1 1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters Jr) Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: North Pacolet River Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes I Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? I No (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) Surface Water Body (2): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? I (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) Surface Water Body 3 : 1 NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? 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) I E L a T 0 0 0 ci 0 0 E L c 0 O L T See Sheet 9 For Index of Sheets See Sheet For Conventional Plan Sheet Symbols STATE O F N O R T IH C A R O L I N G 8 AT8 STATE PEaEC EEPEEENCB N0. New iB BP14.R042.3 1 N 1135 DIVISION ISION OIL IHIGIHWA Jl S PPATB PIIa.NQ P.APEOI.NQ DEAAIPI'lai O 1125 1128 1129 1130 1133 N BP14.R042.3 WA PE BP14.R042.3 WA RiW & UTIL. 04 108 11222 zBP14.R042.3 POLK CO LINTY WA CONST. d, 1128 CL 1123 108 OR PACO T 1510 < LOCATION: BRIDGE #740013 OVER NORTH PACOLET RIVER RIVER PROJECT 1511 ON SR 1128 (HOWARD GAP RD) �' • 1121 LOCATION 108 1507 L,L O V 176 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE I�/,q\ 1107 1111 1506 1506 2077 �11 \ PERMIT DRAWINGS 1508 O VICINITY MAP 03-21-2024 PERMIT DRAWING SHEET 1 OF 4 OFFSITE DETOUR (NCDOT MAINTAINED) -L- STA. 11 + 75.00 END BRIDGE BEGIN PROJECT SITE 1 -L- STA. 13 + 64.19 BP14.R042.3 TO NC 108 LYNN ROAD GO K"_ HOWARD GAP RD. QP 5� i SR 1128 TO SR 1123 CANEBREAK ROAD F f ---- ------ ------- ------------ L Ev9-47* —L -L- STA. 14 + 50.00 END PROJECT BEGIN BRIDGE BP14.R042.3 -L- STA. 12 + 61.81 0 CLEARING ON THIS PROJECT SHALL BE PERFORMED A TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL �• • THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES UNLESS ALL SIGNATURES COMPLETED r\ v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT. ZAC H S H U L E R HYDRA ULICS ENGINEER PLANS PREPARED BY: PLANS PREPARED FOR: 20 10 0 20 40 ADT 2023 = 500 NOR ®� N S TI ENGINEERS NORTH CAROLINA DEPARTMENT OF TRANSPORATION ADT 2043 = 610 T _ % * TOTAL LENGTH ROADWAY PROJECT #BP14.R042.3 =0.033 MILES zo I W. MNC 2 1ST.50 - SI-IELBY, NC 28 150 PH 170 )476-0003 �� CORP. LICENSE NOa C-0275 DIVISION 14 345 TOOT HOLLOW RD. BRYSON CITY, NC 2BT 13 <y�° �® S� PLANS 3 V = 35 MPH TOTAL LENGTH STRUCTURE PROJECT #BP14.R042.3 =0.019 MILES P.E. SIGNATURE: TOTAL LENGTH PROJECT #BP14.R042.3 =0.052 MILES RIGHT OF WAY DATE: OCT. 18 2023 JIMMY L. TERRY, PE 20 10 0 20 40 PROFILE (HORIZONTAL) * TTST =3% DUAL =3% FUNC CLASS = �� a ROADWAY DESIGN ENGINEER PROJECT ENGINEER UQ 2 0 4 8 LOCAL, RURAL LETTING DATE:4 AUSTIN R. TURNER, P SUB—REGIONAL TIER OCT. 18, 2023 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) 2024 STANDARD SPECIFICATIONS P.E- SIGNATURE: uo 00000 0000.■ o00 onr� nNrru a..r<a. o000 :ao 00000 1............................................a\.mom 00000 000iouN uc3ae ciGu.00 o. 1......................■.......................MORE 1.......................................N......MINIS MENEEMEME. 1...........NCZ7...Ol.fi........r\ 1.........rUY..LO �J ..fir............\ .................. .................. I.o..nocaou+l eN.000u0000. a0000u000. pro 00000 00000 00000.or. oourra ran uo 00000 0000.■ o00 onr� nNrru a..r<a. o000 :ao 00000 1............................................a\.mom 00000 000iouN uc3ae ciGu.00 o. 1......................■.......................MORE 1.......................................N......MINIS MENEEMEME. 1...........NCZ7...Ol.fi........r\ 1.........rUY..LO �J ..fir............\ .................. .................. I.o..nocaou+l eN.000u0000. a0000u000. pro 00000 00000 00000.or. oourra ran WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type NRTR Map ID Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 12+95 to 13+65 Bank Stabilization North Pacolet River 0.017 97 1A -L- 13+00 to 13+60 Dewatering / Diversion North Pacolet River 0.025 20 TOTALS: 0.017 0.025 97 20 NOTES: Revised 2018 Feb