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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0
Y Alan W. Klimek, P.E. Director
Division of Water Quality
Coleen H. Sullins
Division of Water Quality
May 7, 2004
MEMORANDUM
To: Melba McGee

From: /
John Hennessy ?i
Subject: Comments on the FONSI for SR 1357 (Smith Avenue) from US 17 Business (Main Street) to NC
130 (Holden Beach Road) in Shallotte, Brunswick County, Federal Aid No. STP-1357(2), State
Project No. 8.2231601, TIP Project No. U-3462, DENR Project Number 04-0272.
This office has reviewed the referenced document. The Division of Water Quality (DWQ) is responsible for the
issuance of the Section 401 Water Quality Certification for activities that impact Waters of the U.S., including
wetlands. It is our understanding that the preferred alternative, as presented in the FONSI, will result in anticipated
impacts to 0.26 acres of jurisdictional wetlands and 415 linear feet of streams. The DWQ offers the following
comments based on review of the aforementioned document:
A) At this time, the DWQ concurs with the Finding of No Significant Impact. The proposed impacts are not of
a magnitude and nature to preclude the construction of the project.
B) While the DWQ agrees that placement of such devices in wetlands in sometimes necessary, any devices
placed in wetlands will need to be included in the 401 Water Quality Certification application, and
approved by the NCDWQ. Failure by DOT to gain the necessary approvals may result in DOT not being in
compliance with the 401 Water Quality Certification.
C) Prior to an issuance of the 401 Water Quality Certification, the NCDOT is respectfully reminded that they
will need to demonstrate the avoidance and minimization of impacts to wetlands (and streams) to the
maximum extent practical. Should the impacts to jurisdictional wetlands exceed 1.0 acres, mitigation may
be required in accordance with Environmental Management Commission's Wetland Rules { 15A NCAC
2H.0506 (h)(2) ). Based on the impacts described in the document, wetland mitigation will be required for
this project.
D) In accordance with the Environmental Management Commission Wetlands Rules { 15A NCAC
2H.0506(b)(6) ), mitigation will be required for impacts of greater than 150 linear feet to any single
perennial stream. In the event that mitigation is required, the mitigation plan should be designed to replace
appropriate lost functions and values. In accordance with the Environmental Management Commission's
Rules 115A NCAC 2H.0506 (h)(3) ), the NC Ecosystem Enhancement Program may be available for use as
stream mitigation.
E) Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow
passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium
of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The
applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by
DWQ.
`JCDENfi
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
F) Sediment and erosion control measures should not be placed in wetlands.
G) Borrow/waste areas should avoid wetlands to the maximum extent practicable. Impacts to wetlands in
borrow/waste areas could precipitate compensatory mitigation. The impacts to wetlands and streams that
may occur from a borrow or waste site are impacts resultant from the road project, and such, are part of the
impacts for the project. Any such impacts will require a 401 Water Quality Certification and any
corresponding mitigation. While DOT may task the contractor with acquiring all appropriate permits, the
contractors are agents for DOT, and DOT remains the responsible party for ensuring compliance with
federal, state, and local laws and regulations.
H) Future documentation should continue to include an itemized listing of the proposed wetland and stream
impacts with corresponding mapping.
An analysis of cumulative and secondary impacts anticipated as a result of this project is required. The
type and detail of analysis should conform to the NC Division of Water Quality Policy on the assessment of
secondary and cumulative impacts dated April 10, 2004.
J) Based on the information presented in the document, the magnitude of impacts to wetlands and streams will
likely require an Nationwide Permit application to the Corps of Engineers and corresponding 401 Water
Quality Certification. Please be advised that a 401 Water Quality Certification requires satisfactory
protection of water quality to ensure that water quality standards are met and no wetland or stream uses are
lost. Final permit authorization will require the submittal of a formal application by the NCDOT and
written concurrence from the NCDWQ. Please be aware that any approval will be contingent on
appropriate avoidance and minimization of wetland and stream impacts to the maximum extent practical,
the development of an acceptable stormwater management plan, and the inclusion of appropriate mitigation
plans where appropriate.
The NCDWQ appreciates the opportunity to provide comments on your project. Should you have any questions or
require any additional information, please contact John Hennessy at (919) 733-694.
cc: Dave Timpy, Corps of Engineers Wilmington Field Office
Gary Jordan, USFWS
Travis Wilson, NCWRC
Chris Militcher, USEPA
John Hennessy, NCDWQ
File Copy
C:\ncdot\TtP U-3462\comments\ U-3462 FONS1 comments.doc
Charles Branch Wetland and Stream Site
Preliminary Mitigation Plan
U-3462
Extension of SR 1537
Brunswick County
August 22, 2007
The North Carolina Department of Transportation (NCDOT) proposes onsite wetland and
stream mitigation for U-3462 at the intersection of US 17 Business and Smith Avenue
(SR 1537) in the western quadrants of the roadway project.
This proposal is a preliminary description of the mitigation plan and is subject to revision
based on roadway design and agency comments.
EXISTING CONDITIONS:
Within the western quadrants of the roadway project, Charles Branch flows for
approximately 500 feet in a southerly direction, crossin?? under Smith Avenue. Charles
Branch then turns easterly and flows under US 17 Business. Charles Branch is
approximately 15 feet wide. Emergent marsh vegetation is established along and within
both banks. The right bank grades abruptly to the adjacent access road fill. The left bank
grades gradually to a shrub scrub wetland and then to regularly maintained uplands
adjacent to US 17 Business fill slopes.
An Unnamed Tributary to Charles Branch flows parallel to Smith Avenue in an easterly
direction for approximately 230 feet before crossing under an access road near its
confluence with Charles Branch. The UT is approximately 6 feet wide. Emergent marsh
vegetation is established along and within both banks. The right bank grades abruptly to a
paved parking lot. The left bank grades abruptly to regularly maintained uplands adjacent
to Smith Avenue fill slopes.
Current drainage from adjacent development in the southeastern quadrant of the project
flows into a collection box near -Y- STA 16 -70 and then discharges into Charles
Branch.
PROPOSED CONDITIONS:
On site mitigation is proposed for two areas within the western quadrants of the roadway
project.
Area 1 is located along Charles Branch and to the west of US 17 Business. Wetland
mitigation is proposed by grading the uplands and shrub scrub wetland to emergent
marsh elevations. Target elevations will be determined by spot elevations in the existing
marsh community within the banks of Charles Branch. The area will be planted with
appropriate emergent wetland species. Drainage from southeastern quadrant of the
project will be redirected to the western quadrant and allowed to sheet flow across the
wetland mitigation area. Stream mitigation is proposed by removing the existing culvert
in Charles Branch at Smith Avenue and restoring the appropriate channel dimensions.
The banks will be matted with coir fiber matting and revegetated with appropriate
species.
Area 2 is located along the UT to Charles Branch to the south of Smith Avenue. Wetland
mitigation is proposed by grading the uplands and the access road to emergent marsh
elevations. Target elevations will be determined by spot elevations in the existing marsh
community within the banks of the UT to Charles Branch. The area will be planted with
appropriate emergent wetland species. Drainage from southwestern quadrant of the
project will be discharged south of Smith Avenue and allowed to sheet flow across the
wetland mitigation area. Stream mitigation is proposed by removing the existing culvert
in the UT to Charles Branch at the access road and restoring the appropriate channel
dimensions. The banks will be matted with coir fiber matting and revegetated with
appropriate species.
iT
Final Minutes for Hydraulic Design Review Meeting
U-3462
State Project 34953.1.1
Extension of SR 1357 (Smith Avenue) From West of US 17 Business To
NC 130 In Shallotte
A Hydraulic Design Review Meeting was held on Wednesday, October
20, 2004 in the Location and Surveys conference room at the NCDOT
Century Center Complex, Raleigh.
Team Members: Andrew Nottingham-Hydraulics (Present)
Dave Timpy-USACE (Present)
Beth Barnes for Nikki Thomson- NCDWQ (Present)
Travis Wilson-NCWRC (Present)
Gary Jordan-USFWS (Absent)
Chris Militscher-EPA (Present)
Greg Brew-Roadway Design (Present)
Elizabeth Lusk-ONE (Present)
Steve Sollod- NCDCM (Present)
Bill Arrington-NCDCM (Absent)
Ron Schler-NMFS (Absent)
?@Row? p
Karen B. Taylor-PD&EA (Present)
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Participants: Stephen Morgan-Hydraulics
T
David Chang-Hydraulics ORMATERBRANCh
VVETLgCSAWS
Brett Feulner-ONE
Joe Blair-Division 3
Tim Coggins-Structure Design
The meeting began at 1:30 p.m. with introductions and NCDOT Hydraulics giving a brief
description of the project. It was noted that curb and gutter was eliminated as much as
possible through out the project length. The following items were discussed:
Sheet 4:
NCDOT needs to verify if there is a wetland located right of station 25+50 -L-. A new
building has been constructed in this area, possibly impacting all or part of the wetland.
NCDOT noted that their design strategy is to provide as many storm water outfalls as
possible in an effort to minimize concentrating the storm water runoff.
I"
Sheet 5:
NCDOT is proposing to replace the existing 2 @ 8 foot 2 inch by 5 foot 9 inch
corrugated steel pipe arches on Woodward Branch with an estimated 2 @ 12 foot by 6
foot reinforced concrete box culvert buried a foot.
NCDOT will investigate providing wetland mitigation by regrading the area upstream of
the new culvert on Woodward Branch down to the natural ground elevation from left of
station 33+00 -L- to 35+00-L-.
NCDOT will also investigate providing wetland mitigation on the property located
downstream of the new culvert on Woodward Branch from right of station 34+00 -L- to
3 5+00 -L-.
NCDOT will investigate piping the catch basin at station 16+00 -Y- (US 17 BUS.) to
station 17+00 -Y- to avoid outleting it directly into the wetland.
NCDOT will investigate if any of the drainage on the south east side of US 17 Bus. From
station 16+00 -Y- to 19+00 -Y- can be drained to the other side of the road instead of
directly into Woodward Branch. It was noted that due to elevation constraints that this
probably was not possible.
Sheet 6:
NCDOT discussed the impact of the project on the wet detention pond located around
station 53+00 -L-. NCDOT had originally planned on relocating the pond to the south
side of the road. Hydraulics noted that the NCDOT Right of Way Department had
discussed this option with the Attorney General's Office and determined that we could
not purchase or condemn land from a third party for a replacement pond.
Hydraulics then noted another option was to rebuild the pond on the original property
owner's land on the north side of the road. Two locations on the north side were
investigated. One location was to the west of the existing pond left of station 50+00 -L-
on commercial property of the Shallotte Crossings development. It was determined that
right of way cost associated with this location would be enormous. The other location
would be just north and east of the existing pond on a designated retention pond easment
between the proposed roadway and the Shallotte Crossings development. In order to
rebuild the pond in this location approximately 850 feet of stream (Unnamed Tributary to
Sharon Branch) would have to be piped around the new pond.
The third option discussed was to revise the Roadway alignment to the south of the pond
in order to avoid the pond. This option required a reduction in the design speed of the
proposed road from 40 mph to 35 mph. The Roadway Design Unit noted that although
this option was not preferred that it would be an acceptable design for the project. It was
estimated that this option would impact approximately 200 feet of stream (Unnamed
-0
Tributary to Sharon Branch). It was not known if additional wetland impacts would be
incurred due to the new alignment. A site visit will be required to determine if there are
additional wetlands located where the new alignment is proposed.
After discussing the options, the team members agreed that revising the roadway
alignment to the south of the pond in order to avoid relocating the pond would be the best
option pending the investigation of wetlands in this area.
Sheet 7:
Hydraulics will use a grass swale along the right side of the road from approximately
station 57+00 -L- to station 61+00 -L-.
Hydraulics may have to pipe the storm drainage at station 64+00 -L- and 62+00 -L- back
to station 60+00 -L- in order to avoid ditching through the wetlands right of station
62+00 -L-.
Other comments:
NCDCM had previously noted that there are no Areas of Environmental Concern
(AFC's) located in the project area. They noted that the proposed project w1111 not require
a CAMA Permit but will be processed by the Division of Coastal Management through
concurrence with a Consistency Determination to be submitted by the DOT as part of
any request for a federal permit. NCDCM will double check to make sure that this is
still the case.
Post meeting Activities
DCM has confirmed that no AECs will be impacted in the project area. The project will
not require a CAMA permit but will be processed by DCM through concurrence with a
consistency determination.
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STORMWATER MANAGEMENT PLAN
U-3462, WBS No.: 93453.1.1 Date:8-01-07
Brunswick County
Hydraulics Project Manager: Andrew Nottingham, PE
ROADWAY DESCRIPTION
The project involves the widening and extension of SR 1357 (Smith Ave) in Shallotte.
The project begins on Smith Ave. just west of the US 17Bus/NC 130 intersection and
extends Smith Ave. from this intersection in a eastward direction for approximately 0.87
miles on new location and ends at NC 130 approximately 0.4 miles east of US 1713us.
The overall length of the project is 1.23 miles. The proposed typical section varies along
the project and generally consists of a 4-lane roadway section. Curb and gutter is used in
the vicinity of the intersection of existing US 17Bus/NC 130 and shoulder section is used
on the rest of the project.
ENVIRONMENTAL DESCRIPTION
The project is located in the Lumber River Basin in the Coastal Physiographic Province.
There is one major stream crossing (Charles Branch) on this project, located on SR 1357
(Smith Ave.), approximately two hundred feet west of US 17Bus/NC 130. In addition tc
this crossing, there are two other areas of noted concern. A tributary to Charles Branch
paralleling SR 1357 (Smith Ave.) on the west side and a tributary to Sharron Branch
behind the Home Depot approximately 0.30 miles west of the project's eastern terminus.
Charles Branch is classified as Class C, Sw, and HQW waters. Sharron Branch is
classified as SC and HQW waters. The existing stream crossing at Charles Branch will
be replaced with a new RCBC on new location to the west of existing. The existing 6' x
5' culvert on US 1713us will also be extended upstream.
A 72" rcp, buried 1.0 foot, on new location will be used to convey the tributary of
Sharron Branch, located southeast of the detention pond for Home Depot.
Approximately 380 feet of existing stream will be impacted due to the project. Seven
wetland sites will be impacted. Approximately 0.15 acres of wetlands will be impacted
due to this project.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Best Management Practices (BMPs) and measures used on the project are an attempt to
reduce the stormwater impacts to the receiving streams due to erosion and runoff.
Grassed swales were used to treat stormwater runoff prior to entering the streams. The
inverts of all new culverts on jurisdictional streams or wetlands will be buried 20% of the
pipe diameter up to 1 foot deep. There is one major stream crossings consisting of a new
reinforced concrete box culvert and one major stream crossing consisting of a reinforced
concrete box culvert extension.
Crass Swales
-L- Station 21+00 Lt.
-I.- Station 24+00 Rt.
-L- Station 24+60 Rt.
-L- Station 31+00 Lt.
-L- Station 34+00 Lt.
-L- Station 36+50 Lt.
-LREV- Station 48+50 Rt.
-LREV- Station 57+50 Rt.
-L- Station 62+50 Rt.
-L- Station 67+00 Rt.
-L- Station 67+50 Lt.
-Y- Station 17+00 Lt.
Culverts
-L- Station 33+75
Remove existing 2 @ 8'2" x 5'9" CS Pipe Arches. Replace with 2 @ 9'x 7' RCBC
buried 1.0 foot and located on new location to the west of existing pipe arches.
-Y- Station 15+60
Extend existing 6' x 5' reinforced concrete box culvert approximately 19 feet upstream.

50 0

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VICINITY
MAIDS
USGS SHALLOT-M NC QUAD MAP
USGS HOLDEN BEACH. NC QUAD MAP
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NCDOT
DIVISION OF HIGHWAYS
BRUNSWICK COUNTY
WBS NO-34953.1.1 (U-3462)
EXTENSION OF SR 1357
FROM US 17 BUSINESS
TO NC 130 IN SHALLOTTE
SHEET OF 07./ 20/ 071
NORTH CAROLINA
Site
No. Property Owner
Name Property Owner
Address
1 Clarendon Development, LLc P.O. Box 945, Shallotte, NC 28459
White Investments P.O. Box 40, Shallotte, NC 28459
2 Rebecca V, Hawes, Et Als 129 Smith Avenue, Shallotte, NC 28470
The Frink Company, Inc. 1001 Beach Drive SW, Calabash, NC 28467
R.D, White, III P.O. Box 40, Shallotte, NC 28459
White Investmensts P.O. Box 40, Shallotte, NC 28459
NC Department of Transportation
3 NC Department of Transportation
4 Frederick Mintz P.O. Box 264, Shallotte, NC 28459
5 Holly Tree Development Company, LLC 2320 Wrightsville Avenue, Wilmington, NC 28403
6 Lendon Spenser, Jr. P.O. Box 92, Shallotte, NC 28459
7 Jeffery B. Whitfield 3386 Holden Beach Rd., Supply, NC 28462
List of Property Owners
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Draft Minutes for Permit Drawing Review Meeting
U-3462
State Project 34953.1.1
Extension of SR 1357 (Smith Avenue) From West of US 17 Business To
NC 130 In Shallotte
A Permit Drawing Review Meeting was held on Wednesdav, August 22,
2007 in the Hydraulics conference room at the NCDOT Centurv Center
Complex, Raleigh.
Team Members: Andrew Nottingham Hydraulics (Present)
Jennifer Fryc USACE (Absent)
Gary Jordan USFWS (Absent)
Travis Wilson NCWRC (Absent)
Stephen Lane for Cathy Brittingham NCDC'M (Present)
Steve Sollod NCDCM (Present)
Ron Sechlcr NMFS (Absent)
David Wainwright NC'DWQ (Present)
Chris Militscher EPA (Absent)
Kathv Matthews EPA (Present)
Donnie Brew FHW'A (Present)
Greg Brew Roadway (Present)
Tim Coggins for Omar AAA Structures (Present)
Brian F. Yamamoto PDFA (Absent)
Tyler Stanton for Brett Feulner NEU (,Present)
Mark Staley for David Harris REU (Present)
Joe Blair- Division 3 (Present)
Participants: Stephen Morgan 1-1ydraulics
Mason Herndon NCDOT Division 3
Lc1Lan1 Pau-,h NEU
Randy Griffin NEU
The meeting bean at 1:00 p.m. with introductions and NCDOT Hydraulics giving an
Update of the project. NCDOT noted changes to the plans since the Hydraulic Review
Meeting in October 2004, the most significant chan-e being a realignment of the roadxvay
to avoid impacts to a storm water retention pond. NCDOT noted they had previously met
with the Wilmington Regional DWQ office and discussed stormwater rrreasures for the
project. NCDOT stated a storm water permit will be needed for this project. NCDOT
asked for anv additional General comments from the team members and participants.
i y
Charles Branch Wetland and Stream Site
Preliminary Mitigation Plan
U-3462
Extension of SR 1537
Brunswick County
August 22, 2007
The North Carolina Department of Transportation (NCDOT) proposes onsite wetland and
stream mitigation for U-362 at the intersection ol'US 17 Business and Smith Avenue
(SR 1537) in the western quadrants of the roadway project.
This proposal is a preliminary description of the mitigation plan and is subject to revision
based on roadway design and agency comments.
EXISTING CONDITIONS:
Within the western quadrants of the roadway project. Charles Branch flows for
approximately 500 feet in a southerly direction, crossing under Smith Avenue. Charles
Branch then tunes easterly and flows under US 17 Business. Charles Branch is
approximately 15 feet wide. Emergent marsh vegetation is established along and within
both banks. The right bank Vgrades abruptly to the adjacent access road till. The left bank
grades gradually to a shrub scrub wetland and then to regularly maintained uplands
adjacent to US 17 Business till slopes.
An Unnamed Tributary to Charles Branch flows parallel to Smith Avenue in an easterly
direction for approximately 230 feet before crossing under an access road near its
confluence with Charles Branch. The UT is approximately 6 feet wide. Emergent marsh
vegetation is established along) and within both banks. The right bank grades abruptly to a
paved parking lot. The left bank grades abruptly to regularly maintained uplands adjacent
to Smith Avenue fill slopes.
Current drainage from adjacent development in the southeastern quadrant of the project
flows into a collection box near -Y- STA 16 1 70 and then discharges into Charles
Branch.
PROPOSED CONDITIONS:
On site mitigation is proposed for two areas within the wester quadrants of the roadway
project.
Area I is located alone? Charles Branch and to the west of US 17 Business. Wetland
mitigation is proposed by grading the uplands and shrub scrub wetland to emergent
marsh elevations. Target elevations will be determined by spot elevations in the existing
marsh community within the banks ofCharles Branch. The area will be planted with
appropriate enler-cnt wetland species, Drainage from southeastern quadrant of the
project will be redirected to the western quadrant and allowed to sheet flow across the
wetland mitigation area. Stream mitigation is proposed by removing the existing culvert
in Charles Branch at Smith Avenue and restoring the appropriate channel dimensions.
The banks will be matted xvith coir fiber matting and revci,etated with appropriate
species.
Area 2 is located along the UT to Charles Branch to the south of Smith Avenue. Wetland
mitigation is proposed by "rading the uplands and the access road to emergent marsh
elevations. Target elevations will be determined by spot elevations in the existing marsh
community within the banks of the UT to Charles Branch. The area will be planted with
appropriate emergent wetland species. Drainage from southwestern quadrant of the
project will be discharged south of Smith Avenue and allowed to sheet flow across the
wetland mitigation area. Stream mitigation is proposed by removing the existing culvert
in the UT to Charles Branch at the access road and restoring the appropriate channel
dimensions. The banks will be matted with coir fiber matting and revegetated with
appropriate species.

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