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Home My WebLink About20231089 Ver 1_HB-0007_Permit Drawings_2023-02-16_20230801F i i hwa gStormwa/� g North Carolina Department of Transportation ..,,.,tet Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS 2A WBS Element: 50347.1.1 TIP/Prof No: HB-0007 County(ies): Robeson Page 1 of 2 General Project Information WBS Element: 50347.1.1 ITIP Number: FHB-0007 Project Type: JBridge Replacement I Date: 2/16/2023 NCDOT Contact: Adam Britt Contractor) Designer: TGS Engineers / Ben Henegar, PE Address: 558 Gillespie St. Address: 706 Hillsborough St. Fayetteville, NC 28301 Sutie 200 Raleigh, NC 27603 Phone: 919-364-0603 Phone: 919-773-8887 Ext. 123 Email: atbrittoncdot.gov Email: bhenega1btgsengineers.com City/Town: Lumberton, NC County(ies): Robeson RiverBasin(s): Lumber CAMACounty? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.137 Miles I Surrounding Land Use: Swamp; Rural iiM Proposed Project Existing Site Project Built -Upon Area (ac.) 0.52 lac. 0.42 ac. Typical Cross Section Description: Two 11.0' paved travel lanes with 4.4' paved shoulders. Two 10.0' paved travel lanes with 2.5' paved shoulders. Annual Avg Daily Traffic (veh/hrlday): I Design/Future: 3600 1 Year: 2045 I Existi g 1 3242 1 Year: 2024 General Project Narrative: The project involves the replacement of Bridge Nos. 770300 and 770299 over Saddletree Swamp on SR 1529 (Mt Olive Church Rd) in Robeson County. The proposed 55' long by (Description of Minimization of Water 33' wide (21" cored slab) single -span bridges would replace the existing 35.8' long by 29.3' wide (rein. conc. deck on timber girders) two -span bridges at the existing locations. The Quality Impacts) proposed grade will be approximately 0.5' above the existing grade. The project is within the Lumber River Basin and is not subject to riparian buffer rules. The proposed bridges will have no direct discharge into Saddletree Swamp (no deck drains). Stormwater runoff from the proposed bridges will flow to modified concrete flumes on each side of the roadway at the ends of the bridges (#300 - west end, #299 - east end) where it will be diffused onto rip -rap pads. All proposed stormwater runoff will be discharged as far away from the stream and at the lowest velocities as practicable. Project minimum measures include: >3:1 fill slopes. >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 Stormwatcr {a _ Highway Stormwater Program STORMWATER MANAGEMENT PLAN o (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: 50347.1.1 TIP/Pro' No.: HB-0007 Count ies : Robeson Page 2 of 2 General Project Information Waterbody Information Surface Water Body (1): Saddletree Swamp NCDWR Stream Index No.: 14-12 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No I Comments: NRTR Stream ID: Saddletree Swamp, TA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes I Deck Drains Discharge Over Buffer? N/A Dissi ator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? 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): 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 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? Dissi ator 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) E L a x O 0 ci L 0 E 0 L w, w 0 L -o T O 0 See Sheet 1A For Index of Sheets STATE OF NORTIH CAROLING HI'AT8 8TAT8 PHa8C1' H8P8H8NC8 N0. No N.C. HB-0007 DIVISION OF IHI G IHW A YS �wrH aHa Nu P.A PHa NQ DBBLTIP Ia O 1766 1531 — 50347.1.1 1529 007 PE O 1765 50347.2.1 1529 007 UTIL & RAW 50347.3.1 1529 007 CONST. � ROBESON COUNTY 1766 1752 301 z LOCATION. BRIDGE #770299 & BRIDGE #770300 OVER SADDLETREE SWAMP 1529 CL ON SR 1529 (MT OLIVE CHURCH RD) _ 1531 1815 152 PERMIT DRAWING V 1769 1752 3 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE SHEET 1 OF 5 LL PROJECT 1944 O LOCATION -- 1529 153 153 ; PERMIT DRAWINGS p �y 3012 02 316— VICINITY MAP 2— �N OFFSITE DETOUR N O '�7 0 BEGIN BRIDGE + 4 —L— STA. 14+30.88 LrO- END BRIDGE SITE 5 BEGIN PROJECT —L— STA. 14+88.13 END PROJECT SITE 1 SITE 3 H B-0007 �� H B-0007 �� y� �� 44 �� —L— STA. 12 + 75.00 y� � � �� —L— STA. 2 0 + 00.00 �� s � - ---------------- ------------------ /�'—�--- // ---- __ MT OLIVE CHURCH RD. — — Q _... \IJS -- —._ �..-s_ ... Ijs _ _ 3 < F 1 Y 1 F ". I f r--� .� Q / .� �a--�---�--------,--'� --g— TO SR 1752 RD) r S��E�� ' BEGIIV� BRDE�� ,k��p�� (RENNERT �0 O�� W �� IYc �� 4 �sP� —L— STA. 18 + 01.88 � STA. 18 + 9.13 1— W SITE 2 0 ° SITE 4 a Ln THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DGCUMENT NGT CGHSIDERED FINAL �• • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. UNLESS ALL SIGNATURES COMPLETED r\ v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT. A D A A4 B R I T T HYDRAULICS ENGINEER PLANS PREPARED BY PIANS PREPARED FOR: 50 25 0 50 100 ADT 2024 = 3242 ADT 2045 = 3600 T = 7 % * LENGTH ROADWAY PROJECT HB-0007 =0.115 LENGTH STRUCTURE PROJECT HB-0007 =0.022 ®a ®WP YY p Sm �]r� TGS ENGINEERS El iGS 201 W. MARION ST SUITE 200 SHE BY, NC208150 PH (704)476-0003 ird No 1-111"A D T OF TRANSPORATION MENT DIVISION 6 ssa-11—pie s* PLANS V = 60 MPH CORP. LICENSE NO.: C 0275 v **e Iue, NC zssol PE TOTAL LENGTH PROJECT HB-0007 =0.137 RIGHT OF WAY DATE: 50 25 0 50 100 * TTST =3% DUAL =4% SIGNATURE: PROFILE (HORIZONTAL) FUNC CLASS = LOCAL (RURAL) JAN. 20 2023 JIMMY TERRY, PE ROADWAY DESIGN ENGINEER �0 I PROJECT ENGINEER p V"ill 10 5 0 10 2 101 SUB -REGIONAL TIER LETTING DATE: DEC . 61 2 02 3 AUSTIN TURNER, PE PROJECT DESIGN ENGINEER PROFILE (VERTICAL) P.E. SIGNATURE: 2078 STANDARD SPECIFICATIONS 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+22 to 14+16 LT Hand Clearing in Wetlands WE 0.071 1 -L- 14+02 to 14+17 LT Mechanized Clearing in Wetlands WE 0.002 2 -L- 14+17 to 14+86 LT & RT Bank Stabilization Saddletree Swamp 0.012 0.041 61 20 3 -L- 14+79 to 15+03 LT Fill in Wetlands WD 0.002 3 -L- 14+76 to 15+14 LT Mechanized Clearing in Wetlands WD 0.008 3 -L- 14+74 to 18+27 LT Hand Clearing in Wetlands WD 0.122 3 -L- 17+76 to 18+21 LT Mechanized Clearing in Wetlands WD 0.010 3 -L- 17+86 to 18+14 LT Fill in Wetlands WD 0.004 4 -L- 18+03 to 18+59 LT & RT Bank Stabilization Saddletree Swamp 0.011 0.037 59 20 4 -L- 18+56 to 18+88 RT Bank Stabilization TA 0.002 0.007 4 -L- 17+95 to 18+03 RT Mechanized Clearing in Wetlands WC 0.001 5 -L- 18+54 to 18+83 LT Fill in Wetlands WA 0.001 5 -L- 18+54 to 18+88 LT Mechanized Clearing in Wetlands WA 0.007 5 -L- 18+54 to 21+92 LT Hand Clearing in Wetlands WA 0.118 TOTALS: 1 0.007 0.028 1 0.311 0.025 0.085 120 40 NOTES: Revised 2018 Feb