HomeMy WebLinkAbout20170753 Ver 1_Project Description and permit drawings_20170125
Strickland, Bev
From:Rerko, James J
Sent:Wednesday, January 25, 2017 9:30 AM
To:Hair, Sarah E SAW (Sarah.E.Hair@usace.army.mil); Steenhuis, Joanne
Subject:W-5601AT Bridge 230060 / Columbus County / US 701/ NWP#3 Notification
Attachments:W-6501ATNWP3.pdf; W-5601AT_15006.1024015_230060_Hyd_Permit_Drawings.pdf
Liz / Joanne
Attached is the Project Description and Permit Drawings for the Emergency Culvert Replacement Bridge 60 over
Western Prong along US 701 in Columbus County. As per our discussions on this project, the project description and
permit drawings are sufficient for your review and concurrence. All work will be conducted in accordance with the
Terms and Conditions of Nationwide Permit #3 and NCDEQ Water Quality Certification 3883.
The Gas Line has been relocated and the contractor ES Wagner will be mobilizing shortly to commence construction
activities.
James J. Rerko, PWS
Division 6 Environmental Officer
North Carolina Department of Transportation
910 437 0207 office
910 486 1959 fax
jjrerko@ncdot.gov Email
1000 Transportation Drive
Fayetteville, NC 28302
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
_____________________________________________________________
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
1
1 li�;tl�v 3�' North Carolina Department of Transportation �
6tUt111bviltel" Highway Stormwater Program
'�. I
STORMWATER MANAGEMENT PLAN --
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: W-5601AT TIP No.: 15006.1024015 County(ies): Columbus Page 1 of 1
Generel Project Information
WBS Element: W-5601AT TIP Number: 15006.1024015 Pro'ect T e: Brid e Re lacement Date: 1/20/2017
NCDOT Contact: Jonathan Moore, PE Contractor I Designer: James Crouse, PE - Summit Design & Engineering Services
Address: 1100 Birch Ridge Drive Address: 504 Meadowland Dr.
Raleigh, NC 27610 Hillsborough, NC 27278
Phone: 919-707-6738 Phone: 919-732-3883
Email: 'Imoore6 ncdot. ov Email: 'ames.crouse summitde.net
Cit /Town: Whiteville Count ies : Columbus
River Basin s: Lumber CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro�ect Length lin. miles or feet : 112 Miles Surroundin Land Use: Primarily Rural - farmland, forested, wetland
Pro osed Pro'ect Existin Site
Project Built-Upon Area ac. 1.5 ac. 1.5 ac.
Typical Cross Section Description: 2@ 12.0 ft lane with 2 ft shoulder and 1.1 ft guardrail with total bridge width of 36.0 ft and 2@ 12.0 ft lanes with 2 ft shoulder.
a total bridge length of 152 ft.
Annual Avg Daily Traffic (veh/hrlday): Desi n/Future: Year: Existin : 6900 Year: 2016
General Project Narrative: State project W-5601AT/15006.1024015 involved the replacement of the existing NCDOT Culvert #230060 on US 701 over Western Prong Creek. Culvert # 230060 consists of 2
(Description of Minimization of Water triple 8x8 RCBC. The proposed bridge at #230060 will be 3@ 50'; 21" Cored Slab Bridge with 2'-6" caps and sloping abutments. The proposed bridge is located on panel 0294
Quality Impacts) for Columbus Country, FIRM Map number 3720028400J and was studied by "Limited Detailed" methods. There is one proposed outfall on the begin bridge side and one
proposed outfall on the end birdge side to allow the bridge to drain properly. Rip Rap outlet pads will be utilized to dissipate flow and minimize erosion.
Waterbod Information
Surface Water Body (1): Western Prong Creek NCDWR Stream Index No.: 15-4-2
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental Classification: Swam Waters Sw
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
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See Sheet iC- 9 For Survey Control Sheet
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38.3.47(W-5601AT HSIP-070131 P.E.
38.3.47(W-5601AT HSIP-070131 ROW
38.3.47(W-SbOIAT HSIP-070131 CONSTR
75006.7024015 NA P.E.
75006.1024015 NA ROW
LOCATI011L• CULVERT NO. 230060 ON .US 701 OVER Prepared�in f`he VOLKERT s°°�e�`eN'e`°° vess"`e3°5
�ffice o{: Raleigh, NC 2]606
Te1.919-854-0344 Fax.919$540355
WESTER11i PR01VG CREEK A1VD SAFETY IMPROVEMEIVTS SUBMITTAL 060-5001 25�ro PLANS �2��6
TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, A111D STRUCTURE RESPONSE 060-5001 25�ra PLANS 12/19/16
SUBMITTAL 060-5004 FINAL PLANS V2M7
RESPONSE O60—S004 FINAL PLANS
WETLAND AND SURFACE WATER IMPACTS PERMIT
VICI11lITY MAP END STATE PROJECT W-5601AT
BEGIN STATE PROJECT 15006.1024015
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. —L— STA 25+11.00
• DETOUR ROUTE (ALREADY IN PLACE)
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TO CLARKTON
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DOCUMENT NOT CONSIDERED FINAL
UNLE55 ALL SIGNATURES COMPLETED
PROJECT LENGTH Prepo�ed in tne Offlce of: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA �������I� 504 Meadowland Drive
LENGTH ROADWAY PROJECT W-5601AT = 0.220 MILES H�nsba�o�sn,Ncvva-ass,
Voice: (919) 732-3883
Fex:(919)732-677fi
50 25 0 50 loo ADT 2016 = 6900 TOTAL LENGTH PROJECT W-5601AT = 0.220 MILES DESIGNANDENGINEERINGSERVIGES wwws�mm��de�e� �F ���r�
LENGTH ROADWAY PROJECT 15006.1024015 = 0.111 MILES zorz sraxnann srEcrFrcazioxs e,��� ���
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PLANS V= 55 MPH LENGTH STRUCTURES PROJECT 15006.1024015 = 0.029 MILES �.E. "� 8
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50 25 0 50 loo * TTST =4% DUAL 4% TOTAL LENGTH PROJECT 15006.1024015 = 0.140 MILES RIGHT OF WAY DATE: TRACY N. PARROTT, PE s.cNazua�: � $
TOTAL LENGTH PROJECT W-5601AT/15006.1024015 = 0.360 MILES NOVEMBER 22,2016 PRo�Ecz ExcrNEER ROADWAY DESIGN �
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WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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 28+38 TO 29+19 -L- LT 3@50' 21" CORED SLAB < 0.01 0.01 < 0.01
2 28+04 TO 29+17 -L- RT 3@50' 21" CORED SLAB < 0.01 0.01 0.03
3 30+08 TO 30+43 -L- RT 3@50' 21" CORED SLAB < 0.01 < 0.01
4 29+26 TO 30+01 -L- REMOVAL OF EXIST. RCBC 0.10 80
TOTALS*: 0.02 0.03 0.04 0.10 0 80 0
*Rounded totals are sum of actual impacts
NOTES:
PILE IMPACTS IN SURFACE WATER -11 SF
�
STATE OF NORTH CAROLINA
DEPAR'TMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
.1311U3['j� 2$� 2� 1 %
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28402-1890
ATTN: Ms. Liz Hair
NCDOT Coordinator
Dear Madam:
Subject: Notification for Nationwide Permit #3 (Maintenance)
NCDEQ 401 WQC 3883
Culveit Replacement 230060 US 701 Columbus County
Emergency Repair: TIP W-5601AT WBS 15006.1024015
JAMES H. TROGDON, III
SECRETARY
The North Catolina Deparhnent of Transportation (NCDOT) proposes to replace the 37LF
Double — 3@ 8' x 8' Concrete Box Culvert along US 701 over the Western Prong that wa's
severely damaged as the result of Hurricane Matthew on October 8, 2016. The emergency repair
will consist of removing the RCBC under dewatered condition and replacing with a three span
1501inear foot cored slab bridge (3 @ 50'). The bridge will be 36 feet wide which is consistent
with the existing RCBC.
Sheet Piling will be driven up and downstreaxn of the RCBC and the entire azea dewatered. Then
the contractor, ES Wagner will break the RCBC into manageable pieces to remove. Upon
removal the floodplain bench will be excavated to elevation 64.0. While the area is dewatered,
hydrology will naturally flow to the existing RCBC just north of Bridge 60 which will serve as
the bypass.
US 701 has been closed to traffic since the storm event and the existing off-site detour will be
maintained throughout the construction period. The target date for completion and re-opening of
US 701 is Memorial Day. Additionally, the Piedmont Natural Gas Line that was under the
upstream headwall of the RCBC has been relocated outside of the NCDOT Right-of-Way.
Impacts as the result of this project are minimal. There will be approximately 0.02 acre of
Permanent Fill in Wetlands, 0.04 acre Permanent Excavation and 0.03 acre oFTemponry Fill in
Wetlands (erosion control measures) proposed. The Permanent Excavation is necessary to
provide the conveyance of the 100 Yeaz Storm Event. SurFace Water Impacts consist of 80
lineaz feet ! 0.10 acre of temporary stream impact wluch is the area inside the dewatered channel.
�Nothing Compares�
StaM ofNonh Camlina � Depemnen[ ofT(ansportetion � Division 6
556 Gilleapie St. Fayetteville, NC 28302
910-437-0207 T
Please respond if there are any issues or concerns with tlus emergency project and to confirm
that the project is consistent with the Terms and Conditions of Nationwide Permit #3.
incerely,
%r,y, � �G�/ S
James . Rerko, PWS
Division 6 Environmental OfFicer
Cc: Joanne Steenhuis