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STATE OF NORTH CAROLINA
DEPART TNT OF TRANSPORTATION
MICHAEL F. EASLEY
GovERNoR
August 1, 2007
Mr. John Hennessy
NCDENR - DWQ / WETLANDS
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
SUBJECT: Bridge Group No. 59
Dear Mr. Hennessy,
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LYNDO TIP
SECRETARY C?
The Project Development and Environmental Analysis Branch is completing the project
development, environmental and engineering studies for the following projects: B-4456, B-4468, B-4517,
B-4519, B-4553, and B-4632. These projects are included in the 2006-2012 North Carolina
Transportation Improvement Program.
The alternatives under consideration at this time for each of these bridge replacement projects are
as follows:
B-4456
Replace in place with offsite detour.
B-4468
Replace in place with offsite detour.
B-4517
Replace in place with offsite detour.
B-4519
• Replace in place with offsite detour.
B-4553
Replace in place with offsite detour.
B-4632
• Replace in place with offsite detour.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BLDG
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITOL BLVD- SUITE 168
BRIDGE PROJECT DEVELOPMENT UNIT WEBSITE. WWW.NCDOT.ORG RALEIGH NC 27604
1551 MAIL SERVICE CENTER
RALEIGH NC 27699-1548

I have provided a copy of the Executive Summary of the Natural Resources Technical Report
(NRTR) for each project for your use. I would appreciate any information you might have that would be
helpful in evaluating potential environmental impacts of these projects. Your comments will be
considered in the completion of each federally funded Categorical Exclusion. These documents will be
prepared in accordance with the National Environmental Policy Act. It is desirable that your agency
respond by September 24, 2007 so that your comments can be used in the preparation of these
documents.
If you have any questions concerning either of these projects, please contact me directly at (919)
715-5513. Please include the TIP Project Number in all correspondence and comments. Thank you for
your consideration.
Sin ere ,
ank Schwab
Bridge Project Planning Engineer
Project Development and Environmental
Analysis Branch
NATURAL RESOURCES TECHNICAL REPORT
EXECUTIVE SUMMARY
Replacement of Bridge No. 49
NC 16 over 1-40
Catawba County, North Carolina
(TIP No. B-4456)
(State Project No. 8.1793101)
(Federal Aid No. BRSTP-16(25))
Prepared for:
The North Carolina Department of Transportation
Raleigh, North Carolina
June 2007
4
EXECUTIVE SUMMARY
TIP No. B-4456
Catawba County
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 49
located on North Carolina Highway 16 (NC 16) over Interstate 40 (1-40) in Catawba County,
North Carolina (8-4456).
INTRODUCTION
The project study area is located within the Northern Inner Piedmont ecoregion of the Piedmont
physiographic province of North Carolina and is situated at the crossing of NC 16 over 1-40
approximately 1.0 mile north from the center of the Town of Conover, NC. The project study
area has been determined to be approximately 740 feet in width and 1060 feet in length,
encompassing approximately 15.2 acres. One alternative has been proposed for the
replacement of Bridge No. 49: replacement of the current bridge in its location while
maintaining traffic with an off-site detour.
Land uses within and adjacent to the project study area consist of woodlands, residential and
business lots, sections of 1-40 and NC 16, associated interchange ramps, and roadside
shoulders. Elevations within the project study area range from a high of approximately 980 feet
National Geodetic Vertical Datum (NGVD) along NC 16, to a low of approximately 960 feet
NGVD along 1-40. The project study area is underlain by a single soil series, Hiwassee loam,
which is considered to be non-hydric in Catawba County.
PHYSICAL CHARACTERISTICS
Water Resources
The project study area is located within sub-basin 03-08-32 of the Catawba River Basin
(NCDWQ 2003). This area is part of USGS Hydrologic Unit 03050101 of the South Atlantic/Gulf
Region. The structure targeted for replacement spans 1-40. The project study area contains
one stream: an unnamed tributary to Mahaffie Branch (UT) which is intermittent and occurs
within the southeastern portion of the project study area. The N.C. Division of Water Quality
(NCDWQ) has assigned Stream Index Number 11-76-2 to the reach of Mahaffie Branch that
receives waters from the project study area. The UT to Mahaffie Branch has been assigned a
warmwater habitat designation.
A Best Usage Classification of C has been assigned to Mahaffie Branch and its unnamed
tributaries. No designated High Quality Waters (HQW), Outstanding Resource Waters (ORW),
Water Supply I (WS-1), or Water Supply II (WS-II) waters occur within 1.0 mile of the project
study area. In addition, Mahaffie Branch is not listed on any section of the final N.C. 2006
Section 303(d) list.
TIP No. B-4456 1 Catawba County
a
Biotic Resources
Two distinct plant communities were identified within the project study area:
disturbed/maintained land and disturbed forest. Approximately 9.9 acres (65 percent) of the
project study area is disturbed/maintained land and approximately 2.9 acres (19 percent) of the
project study area is encompassed by disturbed forest. In addition to terrestrial communities, assed by approximately 2.4 acre (16 percent) of the 6Ct1-40study area is , and assoc ated interpchange rampsthe
impermeable surfaces of business parking lots, NC 1
Disturbed/maintained land constitutes the only plant community anticipated to receive impacts
from the replacement of Bridge No. 49 and is expected to incur approximately 0.8 acre of
impacts. No impacts to the disturbed forest community are anticipated.
JURISDICTIONAL TOPICS
Surface Waters and Wetlands
The project study area contains one jurisdictional surface water, the intermittent UT to Mahaffie
Branch. No jurisdictional wetland areas are located within the project study area. No impacts to
Section 404 jurisdictional areas are expected in association with the replacement of Bridge No.
49.
Permits
This project may be processed as a Categorical Exclusion (CE) under Federal Highway
Administration (FHWA) guidelines. The USACE has made available Nationwide Permit (NWP)
23 (67 FR 2020, 2082; January 15, 2002) for CEs if minimal impacts to waters of the U.S. occur
due to bridge construction. The NCDWQ has made available a General 401 Water Quality
Certification for NWP 23 (GC 3403). If temporary structures are necessary for construction
activities, access fills, or dewatering of the site, then a NWP 33 (67 FR 2020, 2087; January 15,
2002) permit and the associated General 401 Water Quality Certification (GC 3366) will be uted to required. In the event that NWPs 23 anlnmay suffice, Permib(GP)
replacement and associated approach improvements
031 issued by the USACE Wilmington District. The NCDWQ has made available a General 401
Water Quality Certification for GP 031 (GC 3404). Notification to the USACE Wilmington District
office is required if this general permit is utilized.
Federally Protected Species
Threatened (T), or officially Proposed
Species with the federal classification of Endangered (E),
(P) for such listing are protected under the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531 et seq.). Two federally protected species is listed for Catawba
County (June 25, 2007 USFWS list): bald eagle (Haliaeetus leucoceahfederal and dwarf-
flowered heartleaf (Hexastylis naniflora). While both species have status of
Threatened, the bald eagle has been proposed for de-listing.
TIP No. B-4456
2
Catawba County
0
Bald eagle BIOLOGICAL CONCLUSION: NO EFFECT
NCNHP files (reviewed June 25, 2007) list no occurrences of bald eagle within 1.0 mile recor files
of the project study area. The nearest doc m8 3emiles to n ortheast fthe(projecs tudy
reviewed June 25, 2007) occurs approximately
area, along the Catawba River approximately 0.6 mile downstream of the confluence of
Lower Little River and approximately 0.4 mile upstream from the confluence of Island this Creek. No large bodies of water or suitable perching, nesting,
The egore, thbitproject is
species exists in or within 1.0 mile of the project y area.
anticipated to have NO EFFECT on bald eagle.
Dwarf-flowered heartleaf BIOLOGICAL CONCLUSION: NO EFFECT roje NCNHP files list no occurrences of dwarf-flowered 007a indicate '1.0 a n ocmile cu?retncepof this
study area. NCNHP records (reviewed June 25, ) do just north of the udy area, species approximately 1.9 miles to
Uthe project S OA) andtNorkman Street. Suitable
Avthe west enue NE, of
intersection of SR 1007 (Highland area.
However
matic habitat for this species does exist within. the p ctscwithin areas of uitable,hab tatein the
plant-by-plant survey using overlapping transe
project study area conducted on March 30, dwarf-flowered heartleaf.I Additionally,
and Heather Saunders revealed no individuals o
no individuals of any species of Hexastylis were found within the project study area.
Therefore, this project is anticipated to have NO EFFECT on this species.
CONCLUSIONS
No designated High Quality Waters (HQW), Outstanding Resource Waters (ORW), Water
Supply I (WS-1), or Water Supply II (WS-II) waters occur within 1.0 mile of the project study area
(NCDWQ 2002)• In addition, Mahaffie Branch is not listed on any section of the final N.C. 2006
Section 303(d) list. Branch The project study area contains one jurisdictional surface water, the UT to
at on with theffep a.cement of
impacts to Section 404 jurisdictional areas are expected
Bridge No. 49. ers of
the tes
This project may be processed as a CE due to minimal usdictional areas tare .ant c pated fromathe
expected with bridge construction. No impacts to
proposed project. However, should design plans be altered such that impacts to jurisdictional
areas may occur, permits which may be required for this project include Section. 404 NWP 23
and 33, in addition to the corresponding Section 401 Water Quality Certifications.
No federally protected species are anticipated to be impacted by the proposed project, and no
high quality resources exist within the project study area.
3 w - Catawba County
TIP No. B-4456

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SCALE IN FEET
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IienG Project:
LOCATION MAP
Replacement of Bridge No. 49 (B-4456)
NC 16 over Interstate 40
CATAWBA COUNTY, NORTH CAROLINA
JDG SGD FIGURE
FEB 2006
AS SHOWN
OjlCI NO.
05-262
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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)
Karen B. Taylor-PD&EA (Present)
Participants: Stephen Morgan-Hydraulics
David Chang-Hydraulics
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 outf ?, (?j r=
possible in an effort to minimize concentrating the storm water runoff.
AUG 0 R ?007
DENR - WATER•QUPL
WETLANDS AND STORMWATER BRANCH
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
35+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
f
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
(AEC's) located in the project area. They noted that the proposed project will 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.
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 17Bus.
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 to
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 17Bus 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.
r '
Grass Swales
-L- Station 21+00 Lt.
-L- 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.

NORTH -CAROLINA
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USGS SHALLOTPE,NC QUAD MAP
UWS HOLDEN BEACH.NC QUAD MAP
1 ?ICD®T
DIVISION OF HIGHWAYS
?(.BRUNSWICK COUNTY ?
VICINITY W BS NO» 34953.1.1 (U-3162)
MAPS EXTENSION OF SR 1357
FROM US 17 BUSINESS
TO NC 130 IN SHALLOTTE
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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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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, crossing 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
proj ect.
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.
s-
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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-USAGE (Present)
Beth Barnes for Nikki Thomson- NCDW Q (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)
IR r_" {l5 016 Lr-9,-,2 D
Karen B. Taylor-PD&EA (Present)
AU G 15 2007
Participants: Stephen Morgan-Hydraulics
M
David Chang-Hydraulics BRAN04
WErMS OMO
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.

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
35+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

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
(AEC's) located in the project area. They noted that the proposed project will 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.
,p

STORMWATER MANAGEMENT PLAN
U-3462, WBS No.: 93453.1.1
Brunswick County
Hydraulics Project Manager: Andrew Nottingham, PE
ROADWAY DESCRIPTION

Date:8-01-07
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 17Bus.
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 to
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 17Bus 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.

r
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Grass Swales
-L- Station 21+00 Lt.
-L- 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.
1*
NORTH CAROLINA
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USGS SHALLVMNC QUAD MAP
USM HOLDEN BEACH. NC QUAD MAP
VICINITY
NCD®T
DIVISION OF HIGHWAYS
BRUNSWICK COUNTY
WBS NO- 349531.1 (U-3462)
B
MAPS EXTENSION OF SR 1357
FROM US 17 BUSINESS
TO NC 130 IN SHALLOTTE
SHEET OF 07 / 20 /
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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NE INFO.BE7W£EN PARCELS 13 & 14 -COMBINED PARCELS 19 & 21 INTO PARCEL 19
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