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HomeMy WebLinkAbout20210461 Ver 1_Onslow U-5735A Courtesy Notification Packet_20210302 �t STATE„_ O? if' wYY�__o Ty STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER JAMES H.TROGDON,III GOVERNOR SECRETARY March 2,2021 Brad Shaver,NCDOT Coordinator Joanne Steenhuis,NCDOT Coordinator Wilmington Regulatory Field Office NC Department of Environmental Quality US Army Corps of Engineers Division of Water Resources 69 Darlington Avenue 127 Cardinal Drive Ext. Wilmington,NC 28403 Wilmington,NC 28405 Subject: Courtesy Notification for Section 404 Nationwide Permits 3 and Section 401 General Certifications 4132 for proposed roadway improvements to the Douglass Road entrance to the Marine Corps Air Station(MCAS)New River at the intersection of US 17 (Wilmington Highway) in Onslow County. WBS No. 54025.1.3, TIP No.U-5735A Dear Mr. Shaver and Ms. Steenhuis: The North Carolina Department of Transportation(NCDOT)proposes to make roadway improvements to the Douglass Road entrance to the Marine Corps Air Station(MCAS)New River at the intersection of US 17 (Wilmington Highway)in Onslow County(Figure 1). The proposed project includes signalization of the intersection,widening for an additional ingress lane on Douglass Road, island removal and replacement, and pavement marking adjustments. The improvements also include repair and stabilization of the existing 54-inch culvert located to the west of the intersection that crosses US 17. The U-5735A project is within the study area of another proposed intersection project north of this location (U-5735)which has an approved PJD that was signed on October 11,2018 (SAW-2017-02539). The only impacts associated with the U-5735A project are stream impacts associated with the repair and stabilization of the 54"culvert west of the intersection. The outlet end of the existing 54"culvert,which serves as conveyance for Stream SC, an UT to Tank Creek(C;NSW),which has developed a blowhole causing the headwall and two pipe joints to separate, eroding of the fill slope. The damaged headwall and separated joints will be removed and replaced with new pipe and the blowhole will be filled with rip rap to the bottom of the pipe invert. Rip rap slope protection will be used in lieu of rebuilding the headwall. The new permanent stream impacts associated with this repair and stabilization is 18 linear feet. All temporary impacts for this repair will be within the footprint of the permanent impacts, so no additional temporary impacts are required for this work. Regulatory Approvals Section 404 Permit: NCDOT is proposing to construct this project under the conditions of Nationwide 3. Based on the current design and impacts,notification requirements are not applicable for this project and written approval from the USACE is not required. NCDOT will abide by all conditions listed in NW 3, and will include a copy of the certifications in the permit package and/or contract. Mailing Address: Telephone:(910 341-2000 Location: NC DEPARTMENT OF TRANSPORTATION Fax:(910)675-0143 5501 BARBADOS BOULEVARD DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE,NC 28429-5647 5501 BARBADOS BOULEVARD CASTLE HAYNE,NC 28429-5647 Website:www.ncdot.gov Section 401 Permit: The associated 401 General Certification 4132 will also apply to this project. Notification thresholds or circumstances for these certifications are not applicable to this project therefore written concurrence from the Division of Water Resources (DWR) is not required. NCDOT will abide by all conditions listed in GC 4132, and will include a copy of the certifications in the permit package and/or contract. If you have any questions or need additional information,please feel free to contact me. Sincerely, Mason Herndon NCDOT Division 3 Environmental Program Supervisor ec: Kristi Lynn Carpenter,Division of Water Resources Enclosures .n Slue Croak Rd Richlanrys y - - S Mai inw0ty6 Jacksonville F.h h • (53l Ba, McCutcheon Field �,Rq* C17 un Da•,vson Cabin Rd a�Ru,7 Project Study Area* `Location and extent is approximate. 0.5 1 V.g�. Miles Source:2013 National Geographic Society/ESRI, i-cubed seamless USGS quadrangles (Jacksonville South,NC);Project Study Area provided by CDM Smith. Manna Cc Disclaimer:The information depicted on this figure is for Station Ne informational purposes only and was not prepared for,and is not suitable for legal or engineering purposes. %, oFNoRn 0.44. Vicinity Map Project: HL207216, e; U-5735A— Roadway Improvements to the Douglass Gate Entrance Date: Jan 2021 of MCAS New River Onslow County, North Carolina Drwn/Chkd: KT/KM OF TRPN`�QO TIP No.U-5735A Figure: 1 Path:E:\Projects\HL207216_U5735A\Maps\vicinity.mxd Date:1/7/2021 11:48:36 AM .• Ir IC •)„ / ,. U e •• � 7 //IJ�� , .: n. .,.., • Ir:Vati--.' l'') \'‘‘ c=Y --- 1 , .,\,_ '‘.,!.e.4 -. :: r I I ▪ i• :`•• • Ihh...... �� Pres o icy , .I •▪.. --, , •_•,,,,,- 0.....-c , . - ' 4.. '"' _____ _ . _ V‘f d • Mobile '/ 111�ll =t i=— — -— 'a ,' /� ' Mgt 41 ...._.,_,. _. jrt,., j .- III 5.4:0 A., - -- tool • a /,. 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Sut -_� 1 .\, 11 11 1 //J \\ ���/// is not suitable for legal or engineering purposes. • (� n i, law - •1 P+ , Gopyng�ht::©201`3 Na iional Geographic Society.,;cubed of"°"T"c44. Project Location Map Project: HL207216 "I °`s. U-5735A- Roadway Improvements to the Douglass Gate Entrance i. y Date: Jan 2021 of MCAS New River - °�P° Onslow County, North Carolina Drwn/Chkd: KT/KM °F TRa$ TIP No. U5735A Figure: 2 Path:E:\Projects\HL207216_U5735A\Maps\ProjectLocation.mxd Date:1/7/2021 11.17:27 AM t 9 tom. 4 K. 4 A • lb . i s. :• , 41:41144'w. ." 4 ii1 il .. 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Disclaimer:The information depicted on this figure is for informational purposes only and was not prepared for,and is not suitable for legal or engineering purposes. /oFNORTM O4y Jurisdictional Features Map Project: HL207216 %`. °°Z U-5735A— Roadway Improvements to the Douglass Gate Entrance m o of MCAS New River Date: Jan 2021 �P Onslow County, North Carolina Drwn/Chkd: KT/KM OFTRPN`�QO TIP No.U-5735A Figure: 3 Path:E:\Projects\HL207216_U5735A\Maps\JD.mxd Date:1/8/2021 1:21:43 PM 1 See Sheet IS For index of Sheets STATE OF NORTH CA l'° OLIN STATE STATE PRU,R T REFERENCE Ne. SHEET TOTAL See Sheet IS For Conventional Symbols 'C N . U-5735A / / 17 COBS �a I DIVISION OF HIGHWAYS STATE PAO,.NNO. R.A PROI.NO. DEtiR@TION 54025.1.3 N/A P.E. . 1143 .ty��s`^ 0 c C/ / H112,1 lmb I E ONSLOWr.2'PI m ' v 2� 4 1 �� °°u91a=s Rd. LOCATION: ROADWAY IMPROVEMENTS TO THE US-17/DOUGLASS -,1�6 I,1 ROAD INTERSECTION AND DO UGLASS GATE ENTRANCE • •• 2401 OF MARINE CORPS AIR STATION (MCAS) NEW RIVER N d V d,i \ .'` TYPE OF WORK: GRADING,DRAINAGE, PAVING,AND SIGNALS Z E south west cp WETLAND AND SURFACE WATER IMPACTS PERMIT °?z a OUl S I� ef 0 ,� END PROJECT U-5735A VICINITY MAP o cl —L— POT STA. 42 +00.00 (RT) N.T.S. z I 1 HJ l C COCO z I 4 _...I - s N I L3 N Li �. L END CONSTRUCTION i �— w —L- POT STA. 40+87.12 (LT) Y * . __ . LJ j : ‘ ‘ r 0) .� —' DOUGLASS ROAD ,,,� 4 SITE 1 END CONSTRUCTION I -Y- POT Sto.10+00.00= / — , —Y— POT STA. 15+65.43 -L- POT Sto.39+5126 1 M BEGIN CONSTRUCTION l O i ° M -L- POT STA. 38+46.72 (LT) i i O ..4..... it y BEGIN PROJECT U-5735A r , z •=` —L— POT STA. 36+00.00 (RT) PERMIT DRAWING v0 O I• II \ *SIGNALIZED INTERSECTION SHEET 1 OF 5 F z I I I I DOCUMENT NOT CONSIDERED FINAL • UNLESS ALL SIGNATURES COMPLETED • Foil IJ Prepared !n fie Office of: xi V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH CDM CDM Smith Inc. M Glenwood Avenue HYDRAULICS ENGINEER Smith Suiegg400 ADT 2021 = 39,500 VPD NCGOANo.F762553�g �� a0gp� Q 1p0 50 0 1Qo 200 ADT 2040 = 58,600 VPD FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION �`/�' �g0 oC K = 80/0 2018 STANDARD SPECIFICATIONS @a Qo N PLANS D = 60% LENGTH ROADWAY PROJECT U-5735A = 0.114 MILES DAVID Z.KEISER,PE PE o e U 1po So D 10o zoo LENGTH STRUCTURE PROJECT U-5735A = 0.000 MILES PROJECT ENGINEER SIGNATURE: 67 E 11 r 11 �� T = 4%* RIGHT OF WAY DATE: L PROFILE (HORIZONTAL) V = 60 MPH FEBRUARY 5,2021 ROADWAY DESIGN 0 o o ADAM M.CONRAD,PE ENGINEER 1 a 201 i;1_ 20 viiiiil40 *UST =1% DUAL =3% PROJECT DESIGN ENGINEER .4' oQ�� o CO CZ PROFILE (VERTICAL) + FUNC CLASS = LETTING DATE: TRACE HOWELL,PE °P pIR&W N c r , ARTERIAL TOTAL LENGTH PROJECT U-5735A = 0.114 MILES JUNE 17,2021 6'ia v REGIONAL TIER NCDOT CONTACT P.E. N��` __ A A A A SIGNATURE: A ♦ 0 PROJECT REFERENCE NO. SHEET NON. U-5735A 4 DRAINAGE SHEET NO. 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I ✓} EX. 54" RCP SITE 1: CULVERT OUTLET PROTECTION 5 5 0 25 50 75 100 125 150 175 200 P I' OFIL I .,' NCDOT DIVISION OF HIGHWAYS ONSLOW COUNTY PROJECT:U-5735A DOUGLASS ROAD INTERSECTION SHEET 5 OF 5 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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 Stream No. (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 -Y- 11+15 Channel Stabilization <0.01 18 TOTALS: I I I I I I <0.01 I I 18 I I NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Unnamed Jurisdictional Stream U-5735A Onslow County ATN Revised 3/31/05 SHEET 1 of 1 2/17/2021