HomeMy WebLinkAbout20191460 Ver 2_401 Application_20200917 SlAlf
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
September 17,2020
U.S.Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington,NC 28403
Attn: Mr. Brad Shaver
NCDOT Coordinator
Subject: NWP 3 PCN for Bridge No. 178 on SR 1804 over Sevenmile Swamp in Sampson County.
USACOE Action Id.No. SAW-2018-02243, TIP BR-0121,WBS Element 67121.1.1
Dear Mr. Shaver:
The North Carolina Department of Transportation(NCDOT) is preparing to replace the subject bridge.
It was anticipated that this project could be performed with authorization under NWP 3 with no written
authorization required, and you confirmed the applicability of NWP 3 for this project on October 28,
2019. However,due to the recent listing of wood stork in Sampson County by the U.S.Fish and Wildlife
Service,and uncertainty over the bird's distribution in this county,the effect call by USFWS now requires
us to obtain written approval. The following information is supplied to meet the requirements of the
NWP 3 notification.
Project description (Item 4)
The purpose of this project is to replace Sampson County Bridge No. 178 on SR 1804 over Sevenmile
Swamp. Bridge No. 17 is 91 feet long. The replacement structure will be a bridge approximately 105
feet long providing a minimum 30-foot 10 inch clear deck width. The bridge will include two 10-foot
lanes and 5-foot 5 inch offsets. The existing bridge is being replaced due to its age and deteriorated
condition. Traffic will be detoured offsite during construction. The project's potential impacts were
evaluated in a Categorical Exclusion Action Form completed in July 2019.
The current plans show less than 0.01 acre of permanent wetland impacts and less than 0.01 acre of
surface water impacts. A copy of the project permit drawings is attached.
Delineation(Item 5)
The project was delineated in October 2018 during preparation of a Natural Resources Technical Report
completed in May 2019. You reviewed the wetland limits during a site visit on May 8,2019 with Mason
Herndon and Joanne Steenhuis, issuing a PJD on May 22, 2019.
Mitigation (Item 6)
Impacts for the project are minimal, compensatory mitigation is not proposed.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 LOCATION:
ENVIRONMENTAL ANALYSIS UNIT FAX: 919-212-5785 CENTURY CENTER,BUILDING A
1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 WEBSITE:NCDOT.GOV RALEIGH NC,27610-4328
Protected Species(Item 7)
Preparation of the CE document in 2019 addressed potential impacts on Federally protected species.
However, the wood stork was added to the list for Sampson County earlier this year. Coordination with
the USFWS indicates that the project May Affect, but is Not Likely to Adversely Affect the wood stork.
Email correspondence is attached.
Historic Properties (Item 8)
Preparation of the CE document in 2019 addressed potential impacts on historic properties, with no
adverse impacts anticipated.
Items 9 and 10 on the PCN list,Wild and Scenic Rivers and Corps civil works projects,are not applicable
to this project.
REGULATORY APPROVALS
Section 404: NCDOT requests written approval for NWP 3 as required for the above described activities.
Section 401: Written approval for these activities is not required from the N.C. Division of
Water Resources.
A copy of the permit application and its distribution list will be posted at
https://xfer.services.ncdot.gov/pdea/PermApps/.
We appreciate your assistance to meet the project letting scheduled for November 17, 2020. If you have
any questions or need additional information, please contact Gordon Cashin at gcashin@ncdot.gov or
919-707-6107.
Sincerely,
,-DocuSigned by:
1-1464 C. R:.vu•1‘44 III
'-AAAD1248B309416...
for Philip S. Harris, III,P.E., C.P.M.
Environment Analysis Unit Head
From: Jordan,Gary
To: Cashin,Gordon E
Cc: Rivenbark,Chris;Wilson,Travis W.
Subject: Re: [EXTERNAL]Wood stork issues,BR-0121 and BR-0122
Date: Wednesday,September 16,2020 8:19:10 AM
Ex11110111.1111111111111111111.1111111101111rs unless you verify.Send all suspicious email as an
attachment to report.spam(@nc.gov
Gordon,
The breeding season for wood storks begins about April 15. We have limited evidence of
breeding in Sampson County. Overall, the species is exceptionally rare in Sampson County,
especially so from about November to early April. Given these facts, and given that the two
projects would either be completed or well underway prior to the breeding season, I would
have no problem providing concurrence with a May Affect,Not Likely to Adversely Affect
conclusion. I would provide that concurrence without a survey. However, if either of the
projects got delayed and the let got moved to during the breeding season, a survey may be
needed for concurrence.
I recommend you go ahead and send me an official request for concurrence with that
conclusion. Please provide the rationale for the conclusion with your request.
Gary Jordan
Fish and Wildlife Biologist, Liaison to NCDOT
U.S. Fish and Wildlife Service
P.O. Box 33726
Raleigh, NC 27636-3726
Phone: 919-856-4520 x.32
Email: garyjordan@fws.gov
From: Cashin, Gordon E <gcashin@ncdot.gov>
Sent:Tuesday, September 15, 2020 3:59 PM
To:Jordan, Gary<garyjordan@fws.gov>
Cc: Rivenbark, Chris<crivenbark@ncdot.gov>
Subject: [EXTERNAL] Wood stork issues, BR-0121 and BR-0122
This email has been received from outside of DOI- Use caution before clicking on
links, opening attachments, or responding.
Gary,
These two projects are located in Sampson County, where the stork has been added. Looking at the
NRTR's, both sites appear to have potential foraging habitat available, at least to me and my limited
knowledge off storks. BR-0121 is located next to a vegetated pond, and BR-0122 next to a
freshwater marsh wetland with a pond in the study area. GIS didn't reveal any records of stork
anywhere nearby. Even had we visited during the survey window, our odds of seeing one would be
remote, but it wouldn't stop one of the big white birds from dropping in ten minutes after we left.
So it remains a bit of a mystery how best to address the stork. It looks like it should be May Affect-
Not Likely to Adversely Affect to me, but perhaps not. Are wood storks nesting in NC now? I know
they have been basing summertime operations down around Sunset Beach for some time.
BR-0121 is scheduled for letting in November, and we had covered it with a non-written NWP 3,
under the assumption we had No Effect on all the species covered by the NRTR. So we will have to
hustle to get it covered by a written NWP without delaying the let. BR-0122 doesn't let until January
so we have more time to redo the permits. I have attached the 2 project NRTRs so you can see the
maps and the habitat descriptions.
Perhaps we can talk about this Thursday? I will be in the Beaufort County tomorrow looking for T&E
plants.
Gordon Cashin
(919) 749-0442
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
f Iif7wF1V North Carolina Department of Transportation
SI()ii i\,v.itrr
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.01;Released December 2014) FOR NCDOT PROJECTS
WBS Element: 67121.1.1 TIP No.: BR-0121 County(ies): Sampson Page 1 of 1
General Project Information
WBS Element: 67121.1.1 TIP Number: BR-0121 Project Type: Bridge Replacement Date: 8/5/2019
NCDOT Contact: Mason Herndon Contractor/Designer: Wetherill Engineering,Inc./Jerry Lindsay
Address: Highway Division 3 Address: 1223 Jones Franklin Rd.
5501 Barbados Blvd.
Castle Hayne,NC 28429 Raleigh,NC 27606
Phone: 910-341-2036 Phone: 919-851-8077
Email:tmherndon@ncdot.gov Email: JLindsey@wetherilleng.com
City/Town: N/A County(ies): Sampson
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 0.10 Surrounding Land Use: Rural,wooded,swampy
Proposed Project Existing Site
Project Built-Upon Area(ac.) 0.3 ac. 0.2 ac.
Typical Cross Section Description: The proposed road will be two 10'lanes with paved shoulders,variable up to 6.5'with 4:1 Existing road consists of two 9'lanes with grass shoulders.
slopes.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: 150 Year: 2019
General Project Narrative: Existing drainage will be maintained. There will be no deck drains on the bridge. Bridge runoff will be intercepted at the downgrade end by drainage inlets outside of any buffers
(Description of Minimization of Water and wetlands and onto Rip Rap pads.
Quality Impacts)
Waterbody Information
Surface Water Body(1): Sevenmile Swamp NCDWR Stream Index No.: 18-68-1-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Threatened/Endangered Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
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
(If yes,provide justification in the General Project Narrative) General Project Narrative)
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n STATE STATE PROJECT REFERENCE NO.
61
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GRAPHIC SCALES ADT 2019 = 150 PROJECT LENGTH DIVISION OF HIGHWAYS
STRUCTURES MANAGMENT UNIT
0 50 25 0 50 100 1000 BIRCH RIDGE DRIVE RALEIGH NC,27610 ®,F HORN?
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PLANS = 2018 STANDARD SPECIFICATIONS
LENGTH STRUCTURE PROJECT BR-01210.020 MILES f
r T = 6 % RIGHT OF WAY DATE: EDWARD G,WETHERILL, PE SIGNATURE: PE
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SAMPSON CO.PINVNAI, S'1 rl
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I m REQUIRED TO INSTALL END BENT CAPS.
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liThl = MMENNEMENNEN IMMEMOi : = DESIGN NW ELEVATION = 1298 FT
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MEN= ii1M =IN BASE DISCHARGE = 2100 CFS
T ' I BASE FREQUENCY = 100 YRS
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° = II M MN OVERTOPPING DISCHARGE= 3300+/- CFS -,
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t 21" CORED SLAB BRIDGE (11 CORED SLAB UNITS II N NE OVERTOPPING ELEVATION= 1321 FT
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E 2186715 N 523989 E 2186768
L STATION 16*01.32 73.07 RIGHT
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N 523609
L STATION 19,80.35 138.19 RIGHT
BENCHTIE NAIL IN 12' HARDWOOD
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing i 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 1 Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 16+50 to 18+10 70' Bridge < 0.01 < 0.01 < 0.01 0.01 40 70
TOTALS*: < 0.01 < 0.01 < 0.01 0.01 40 70 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/1/2019
Sampson Co.
BR-0121
Revised 2013 10 24 SHEET 5 OF 5