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Home My WebLink About20240179 Ver 1_SF-950066_Permit Drawings_2023-05-15_20240129Highway trmvr nr ...., North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP4.R015.1 TIP/Prof No: SF-950066 County(ies): Wayne Page 1 of 4 General Project Information WBS Element: BP4.R015.1 TIP Number: SF-950066 Project Type: Bridge Replacement Date: 5/15/2023 NCDOT Contact: Russell Broadwell, PE Contractor) Designer: TGS Engineers / Ben Henegar, PE Address: 509 Ward Blvd. Address: 706 Hillsborough St. Wilson, NC 27895 Sutie 200 Raleigh, NC 27603 Phone: 252-640-6409 Phone: 919-773-8887 Ext. 123 Email: rroadwell ncdot. ov Email: bhene ar t sen ineers.com City/Town: Goldsboro, NC County(ies): Wayne RiverBasin(s): Neuse CAMACounty? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.142 Miles Surrounding Land Use: Rural Residential / Agriculture Proposed Project Project Built -Upon Area (ac.) 0.45 lac. 0.36 lac. Typical Cross Section Description: Two 11.0' paved travel lanes with 4.4' paved shoulders at bridge. Two 10.0' paved travel lanes with 2.0' paved shoulders at bridge. Annual Avg Daily Traffic (veh/hrlday): I Design/Future: 1 5100 1 Year: 12016 1 Existing: 1 5100 1 Year: 1 2016 General Project Narrative: The project involves the replacement of Bridge No. 950066 over Beaverdam Creek on SR 1236 (Rosewood Rd) in Wayne County. The proposed 70' long by 33' wide (24" cored (Description of Minimization of Water slab) single -span bridge would replace the existing 57.7' long by 25.5' wide (rein. conc. deck on timber girders) three -span bridge at the existing location. The proposed grade will be Quality Impacts) approximately 1.0' above the existing grade. The project is within the Neuse River Basin and is subject to riparian buffer rules. The proposed bridge will have no direct discharge into Beaverdam Creek (no deck drains). Stormwater runoff from the proposed bridge will flow to traffic bearing 2GIs on each side of the roadway at the north end of the bridge where it will outlet onto a rip -rap pad outside buffer zone 2. 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. Highway North Carolina Department of Transportation /" �Stormwater Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP4.R015.1 TIP/Proj No.: SF-950066 County(ies): Wayne Page 2 of 4 General Project Information Waterbody Information Surface Water Body 1 : Beaverdam Creek NCDWR Stream Index No.: 27-55 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV WS-IV Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: Fish Community (Nar, AL, FW) Aquatic T&E Species? TBD Comments: I Neuse River Waterdog, Carolina Madtom, Atlantic pigtoe, and Tar River spinymussel listed as Undetermined / Unresolved in the NRTR. NRTR Stream ID: Beaverdam Creek Buffer Rules in Effect: 7 Neuse 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? INo (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 (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) 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 DepartmentHighway North Carolina Storibvvatcr Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element:-010.6 - - Page Highway North Carolina Department of Transportation Stormw_ atcrl Highway Stormwater Program 7 STORMWATER MANAGEMENT PLAN ^ (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP4.R015.1 TIP/Prof No.: SF-950066 County(ies): Wayne Page 4 of 4 Preformed Scour Holes and Energy Dissipators Sheet No. Line Station Location (LT,RT,CL) Latitude Longitude Surface Water Body Energy Dissipator Type Riprap Type Drainage Area ac Conveyance Structure Pipe (in) / Structure Dimensions (ft) Q10 V10 (f s BMP Associated w/ Buffer Rules? 4 -L- 17+10 RT 35.390961 -78.102351 1 Beaverdam Creek Rip -Rap Pad at Outlet Class'B' 0.1 Pie 18 0.5 1.4 N/A Additional Comments * Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. E E 0 0 0 0 0 0 t C E 0 L C w U 0 0 0 See Sheet 1 A For Index of Sheets STATE OF NORTH CAROLINA P AT8 "TATC PR010C HBPPRENCB N0. "N...See Sheet 1B for Convenflonal Symbols BP4.R015 1234 DIVISION OF HIGHWAYS Prwrs PRa.na P.AP"O".NO. PPanvnon Ebenezer p Church BP4.RO15.1 PE @e Rd. 1236 BP4.R015.2 ILW & UTIL 1227r10 Rosedwood Oakland R d �.� Church 1238 Friendly Dr. WA YNE COUNTY BP4.RO15.3 CONST O Rd. 1226 Part ood PROJECT 1239 Princeton LOCATION D' 1236 BrRd eell LOCATION: REPLACE BRIDGE NO. 66 ON SR 1236 A 1'1 �. 3 OVER BEAVER DAM CREEK Friendly PERMIT D RAW I N G �RasRedd.. 10 7 SHEET 1 OF 9 1007 '<� S ithflei TYPE OF WORK: GRADING DRAINAGE STRUCTURE AND PAVING > > Old Rd. SmRafield PERMIT DRAWINGS � NAD 83/2011 1225 Neese Fiver 05-15-2 02 3 Lassiter Rd. 1224 a e Bndg1223 Rd. ti BEGIN STATE PROJECT BP4.R015 END STATE PROJECT BP4.R015 Blacklhurac �Rdch —L— STA. 11 + 80.00 —L— STA. 19 + 30.00 VICINITY MAP OFFSITE DETOUR WA SITE 2 SITE 1%_,�/ BEGIN BRIDGE;END BRIDGE—L— STA. 15 + 79.88 —L— STA. 16 + 52.13 SR 1236 ROSEWOOD RD. DGE • — ------------------------ TO SR 1007 OLD SMITHFIELD RD. — -- ---------- TO SR 1236 ROSEWOOD RD. m aDITE S 3 Cm, WA L_ RWA CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DOCUMENTNOTCONSIDERED FINAL THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. UNLESS ALL SIGNATURES COMPLETED V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared For: DIVISION OF HIGHWAYS HYDRAULICS ENGINEER 30 15 0 30 60 ADT 2016 = 5100 D T = 6 �0 V = 60 MPH LENGTH ROADWAY PROJECT BP4.R015 = 0.128 mile 509 Ward Blvd, Wilson NC, 27895 By; T�gS TGS ENGINEERS PH (919) 733-8 87 706 HILLSB()RnUGH ST. suzTE zoo coaP.Llceusa No.: ®� NOR PLANS C-0275 RALEIGH, NC 276U3 P.E. 30 15 0 30 60 LENGTH STRUCTURES PROJECT BP4.R015 0.014 mile — SIGNATURE: ' TOTAL LENGTH PROJECT BP4.R015 = 0.142 mile 2018 STANDARD SPECIFICATIONS BURKE EVANS, P.E. ROADWAY DESIGN g �� a RIGHT OF WAY DATE: FUNCT CLASS=RURAL LOCAL DECEMBER 30,2022 ENGINEER PROFILE (HORIZONTAL) PROJECT ENGINEER LETTING DATE: O 10 5 0 10 20 SUB —REGIONAL TIER RUSSELL BROADWELL, P.E. PROJECT ENGINEER V DESIGN STANDARDS JUNE 28, 2023 NcnoT Dlv7srox a Pam_ PROFILE (VERTICAL) SIGNATURE: • 0 ! r I I I/�/�/ ROADWAY DESIGN HYDRAULICS •rrr rr r r'•. ► OENGINEER ENGINEER FrromM • 1 M/ � 1 1• / :1 Y � 2 • • �� I r., DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS • J I _ 1 \ CORP. 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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- 15+88 TO 16+65 LT & RT BANK STABILIZATION BEAVERDAM CREEK 0.019 0.042 80 15 2 -L- 16+52 TO 16+70 LT MECHANIZED CLEARING AND FILL IN WETLAND WA 0.001 0.001 3 -L- 17+00 TO 17+20 RT MECHANIZED CLEARING AND FILL IN WETLAND WA 0.002 0.007 TOTALS: 0.003 0.008 0.019 0.042 80 15 NOTES: Total Permanent Wetland Impacts = 0.011 Ac Total Permanent Stream Impacts = 80 Ft 2018 Feb RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS Site No. Station (From/To) Structure Size / Type NRTR Map ID TYPE ALLOWABLE MITIGABLE BUFFER REPLACEMENT ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) 1 -L- 15+28 TO 16+04 LT 1 @70- (24" CSU) UT TO DEEP CREEK X 883 553 1436 1 -L- 15+41 TO 16+04 RT 1 @70- (24" CSU) UT TO DEEP CREEK X 1347 172 1519 1 -L- 14+10 TO 15+41 RT PARALLEL IMPACT UT TO DEEP CREEK X 0 1028 1028 1&2 -L- 16+48 TO 16+70 LT 1@70- (24" CSU) UT TO DEEP CREEK X 147 0 147 1&3 -L- 16+43 TO 17+13 RT 1@70- (24" CSU) UT TO DEEP CREEK X 321 101 422 TOTALS: 2698 1 826 1 3524 1 0 1 1028 1 1028 1 0 1 0 NOTES: Total Allowable Buffer Impacts = 3524 SF (0.081 Ac) Total Mitigable Buffer Impacts = 1028 SF (0.024 Ac) Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE STATION (FROM/TO) ZONE 1 ZONE 2 NO. (ft) (ft) 2 -L- 16+52 TO 16+70 LT 64 0 3 -L- 17+00 TO 17+13 RT 0 101 ITOTAL: 1 64 1 101 1 ised 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5/15/2023 Wayne County SF-950066 BP4.R015.1 SHEET n OF Rev.Jan 2009