20211530 Ver 1_B-5156 Pender February 2023_20230223

ROY COOPER
Governor
ELIZABETH S. BiSER
Secretary
MARC RECKTENWALD
Director
Mr. Jamie Lancaster, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Lancaster:
Subject: Mitigation Acceptance Letter:
NORTH CAROLINA
Environmental Quality
February 21, 2023
B-5156, Replace Bridge 28 over Long Creek on NC 210, Pender County
The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality — Division
of Mitigation Services (NCDEQ-DMS) will provide the mitigation for the subject project. Based on the information
received from you on February 21, 2023, the impacts are located in CU 03030007 of the Cape Fear River basin in the
Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows:
Cape Fear
03030007
Stream
Wetlands
Buffer (Sq. Ft.)
Cold
Cool
Warm
Riparian
Non-
Coastal
Zone 1
Zone 2
Riparian
Marsh
Impacts (feet/acres)
0
0
0
0.930
0
0
0
0
The impacts and associated mitigation needs were not projected by the NCDOT in the 2022 impact data. NCDEQ
— DMS commits to implementing sufficient compensatory mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In -Lieu Fee
Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ-DMS.
\If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.
Sincerely,
�a&A"O,
for James B. Stanfill
DMS Deputy Director
cc: Mr. Monte Matthews, USACE — Raleigh
Ms. Amy Chapman, NCDWR
Mr. Brad Chilton, NCDOT — EAU
File: B-5156
North Carolina Department of Environmental Quality 1 Division of Mitigation Services
'®}Jl[ 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
NOPTH CAFOLINn
aepakh & Eawl�aaa� , n \ /"� 919.707.8976

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H1 hWa North Carolina Department of Transportation 4�
g -- 11- ,ili , Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 42331.1.2 TIP No.: B-5156 County(ies): Pender Page 1 of 1
WBS Element:
42331.1.2 ITIP Number: B-5156 Project Type: Bridge Replacement Date: 6/14/2022
NCDOT Contact:
Mason Herndon
Contractor / Desi ner:
Kimle -Horn
Address:
Highway Division 3
Address:
421 Fayetteville Street
Suite #600
Raleigh, NC, 27601
5501 Barbados Blvd.
Castle Hayne, NC, 28429
Phone:
910 341-2036
Phone:
919 653-6623
Email:
tmherndon(c-oncdot.gov
Email:
vance.blanton(c-okimle)-horn.com
City/Town:
Long Creek
Count ies :
Pender
River Basin(s):
Cape Fear
CAMA County?
Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length lin. miles or feet):
0.392 miles Surroundin Land Use: Rural/Coastal
Proposed Project
MINSK Existing Site
Project Built -Upon Area ac.
1.6 ac.
1.4 ac.
Typical Cross Section Description:
2 @ 12' wide lanes w/ 8' paved shoulders and 2:1 side slopes
Number of Spans: 4
Span Arrangement: 2@45'-0", 1 @65'-0", 1 @50'-0"
24" Cored Slab on SR 1120, 45" Girder deck w/ 4'-0" caps and spill though abutments,
90 sew; Bride Length: 205 FT
Number of Spans: 4
Span Arrangement: 42'-8", 42'-5", 42'-9",41'-9" ;
Concrete Girder Deck w/ Vertical Abutment
Bridge Length: 170 FT
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 3600 Year: 2040
Existing: 3000 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The bridge replacement on NC 210 conveys Long Creek from North to South and ultimately drains into the Northeast Cape Fear River.
The existing bridge, overall length OAL = 170' and width 32' will be replaced with a bridge having an OAL = 205' and width = 32'. The new bridge is longer than the existing
bridge to accommodate the spatial difference between the previous bridge location to the new Iocation.The proposed bridge and roadway improvements minimized the existing
overtopping condition and maintain a minimal transition between existing and new roadway.
The runoff from the bridge is caught by the low side of the bridgse in the shoulder berm gutter and traffic bearing 2GI's on all four sides of the bridge. The 15" pipe systems with
elbows are designed to ouffall (with rip rap outlet protection) either outside of the existing wetlands or where mechanized clearing has occurred.
Long Creek is a FEMA stream that is shown on Flood Insurance Rate Map (FIRM) panel 370344-2295-J, dated 02/16/2007. A hydraulic analysis on Long Creek was performed
to assess the potential flood level increases associated with this project. Based on this analysis, the proposed bridge replacement project was not shown to cause an increase,
but instead cause a maximum decrease in base flood elevation of 0.3'. This project qualifies for an MOA Type 2a.
Additionally, rock platting has been used on slopes of 2:1 to prevent increased impacts to the existing wetlands.
Waterbody Information
Surface Water Body (1):
LongCreek
NCDWR Stream Index No.:
18-74-55
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters S
Other Stream Classification:
Anadromous Fish
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
IYes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

� I
r
' � f
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PECKER to
/ 1 �
I
THIS PROJECT IS NOT WITHI
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PENIDER CO LINTY
LOCATION. BRIDGE 28 OVER LONG CREEK ON NC 210
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES
WETLAND AND SURFACE WATER
CIV trrr. I
RTA'R
8PA98 PR.- RRPRR- NO.
S-o T
N.C.
B-5156
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BPATR PRd.N4
P.A R{d.N4
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42331.1.2
P.E.
42331.2.1
RIGHT OF WAY
42331.2.1
UTILITIES
PERMIT DRAWING
SHEET 1 OF 8
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SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Kimley >)Horn
�DRAULICS ENGINEER
PLANS PREPARED FOR
AADT 2020 = 3,000
THE NCDOT BY: °"`
50 25 0 50 100
AADT 2040 = 3,600
K = 10%
D = 55%
LENGTH ROADWAY TIP PROJECT B-5156 = 0.353 MILES°@
LENGTH STRUCTURES TIP PROJECT B-5156 = 0.039 MILES
P.E.
"0�'"�
a!S 06
2018 STANDARD SPECIFICATIONS
JEFFREY W. MOORE,P.E.
PLANS
50 25 0 50
100
T 12%*
V = 60 MPH
* (TTST 4% + DUAL 8%)
LENGTH ROADWAY TIP PROJECT B-5156 = 0.392 MILES
RIGHT' OF WAY DATE:
AUGUST 28,2019
o
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PROJECT ENGINEER
SETH DENNEY,P.E.
SIGNATURE:
ROADWAY DESIGN ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
FUNCTIONAL RURAL MAJOR
10 5 0 10 20
CLASSIFICATION: COLLECTOR
REGIONAL TIER
LETTING DATE:
SEPTEMBER 21, 2021
DAVID SANAGEA P.E.
STRUC uN7T
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RAV SHEET NO.
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- LONG CREEK PROPERTIES LLC
FROM STA. 191 00 TO STA. 21 188 (RT)

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- LONG CREEK PROPERTIES LLC
FROM STA. 191 00 TO STA. 21 188 (RT)

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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS URFA E WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
13+59.39 to 24+51.61
205' BRIDGE / Temp Work Bridge
0.692
0.038
0.198
0.246
0.007
31
TOTALS*:
0.692
0.038
0.198
0.246
0.007
0
31
0
*Rounded totals are sum of actual impacts
NOTES:
ised 2018 Feb

03
ED
CD
ti
H
0
IO
VI
TO
US 421
THIS PROJECT IS NOT WITHI
CLEARING ON THIS PROJEL . -- -- --- -- - ---- - -- --- - - - - -- -- -- - - -- -- ------ --- - . .. -- - -- --- - - ... - - ---
{
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P.
UTILITIES ENVIRONMENTA PERMIT PLANS
PENDER COUNTY
LOCATION: BRIDGE 28 OVER LONG CREEK ON NC 210
O
c CN
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES Q
0o
UTILITIES: RELOCATION OF AT&T FIBER. ALL OTHER UTILITIES TO REMAIN. T<a
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
INDEX OF SHEETS
SHEET NO.: DESCRIPTION
UE-1 TITLE SHEET
UE-2 I UE 3 UTILITY ENVIRONMENTAL
PLANSHEETS
UE-4 PROFILE SHEETS
UTILITY
OWNERS ON PROJECT
(A) WATER/SANITARY SEWER: PENDER COUNTY
(B) ELECTRIC: DUKE ENERGY
(C) FIBER: AT&T
(D) TELEPHONE: AT&T
(E) CABLE: CHARTER
PREPARED IN THE OFFICE OF
Kimley))Horn
NC LICENSE #F-0102
FAVETTEVILLE STREET. SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
JEFFERY W. MOORE, P.E. PROJECT DESIGN ENGINEER
SETH DENNEY, P.E. STRUCTURES ENGINEER
VANCE BLANTON, P.E. HYDRA ULIC ENGINEER
SEAL
OAP
DIVISION OF HIGHWAYS
UTILITIES UNIT
I555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
FAX [phone]
NABIL HAMDAN UTILITIES REGIONAL ENGINEER
LARRY JAMES JR UTILITIES ENGINEER
TANGA SAMPSON UTILITIES AREA COORDINATOR
LARR Y JAMES JR SENIOR UTILITIES COORDINATOR

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PROJECT REFERENCE NO.
B-5156
R/W SHEET NO.
SHEET NO.
UE —2
0
CN
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BEGIN APPROACH SLAB END BRIDGE
-L- Sto. 2I +73.83 I -L - Sta. 24 +
BEGIN BRIDGE I END APPROACH SLAB
-L - Sta. 21 +88.00 -L - Sta. 24 +07.I7
TYPE TYPE
4'
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IA
/2' o 0 0 0
TYPE 4' TYPE GREU
Q0 N� 0 TL -3
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP
AT&T UG UTILIT
TIE POINT
P1 Sto 16+08.01
L =
/0° 5/' 3/.3" (LT)
D=Z17'30.6"
L =
473.80'
T =
237.61'
R =
2,500.00"
SE
= 0.035
RO
= /05'
0
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P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
ROADWAY DESIGN
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PI StG 16+08.01 ENGINEER
\ f L = 10. 51' 31.3" (LT
/ D = 2.17' 30.6"
\ L = 473.80' `
- T = 237.61'
I R = 2,500.00"
SE = 0.035 ,
r RO = l05'
/ ,0/
SHEET NO.
UE—2(CON)
HYDRAULICS
ENGINEER
DENOTES HAND
CLEARING
SITE 1
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UNLESS ALL SIGNATURES COMPLETED
/ CN
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/ (TYP)
DAVID R >PORTEF AND WIF � REBE.CCA F( PORTER1
DETAIL 1
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Front
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Ground ? p \O Slope
r D
d r
Min. D = 1.5 Ft.
Type of Liner= PSRM Max. d= 1.5 Ft.
FROM STA. 19 + 00 TO STA. 21 + 88 (PIT)
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SITE 1

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SHEET NO.
UE —3
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L =
12° 32' 32.8' (LT )
D =
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L =
547.27"
T =
274.73"
R =
2,500.00"
SE
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RO
= /05'
-/ - P(' qtn iri 4AR n4
LONG CREEK I ,,.)E'ER
DENOTES HAND
CLEARING
DETAIL 2
CUT DITCH
( Not to Scale)
Front
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Min. D= 2.0 Ft.
FROM STA.26+75 TO STA.27+50 (LT)
0
CHRISTOPHEk cr<IC LEE AND
WIFE ROBERTA RIVENBARK LEE
DOUGLAS MOORE
ALLEN MOORE
EDITH SHANNON
Kimley�))Horn
©zozz
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
LANDSCAPE
AREA
CHARLES H HOLLY
coNc A N D
WIFE ROBBIE G HOLLY
J
D. L. MERCER JR. ET AL
PROJECT REFERENCE NO.
B-5156
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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p = 12. 32' 32.8' (LT ) _— _ ; ' �i
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PROJECT REFERENCE NO.
B-5156
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
UE —YCON)
HYDRAULICS
ENGINEER
V)
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T = 274.73"
R = 2,500.00'
SE = 0.035
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TELEPHONE I/
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D. L. MERCER JR. ET AL
N

LD

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
15+69 to 15+85 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
17+01 to 17+16 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
17+87 to 23+03 (RT)
Proposed U/G Telephone and FO
Cables
0.090
23+71 to 23+97 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
24+38 to 25+59 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
TOTALS*:
0.098
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Type I and II Ground Disturbing
Categorical Exclusion Action Classification Form
TIP Project No.
WBS Element
Federal Project No.
A. Project Description:
B-5156
42331.1.2
N/A
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge
No. 28 on N.C. 210 over Long Creek in southwestern Pender County (Figure 1). The bridge
will be replaced on new location to the north of the existing bridge (Figures 2A and 2113).
B. Description of Need and Purpose:
The purpose of the proposed project is to replace Bridge No. 28. In 2012, NCDOT Bridge
Management Unit records indicated Bridge No. 28 had a sufficiency rating of 8 out of a
possible 100 for a new structure, along with a substructure condition of 4 out of a possible 9
points; therefore, the bridge was considered structurally deficient. Maintenance was
performed to improve safety and extend the life of the bridge, which increased the sufficiency
rating to 52.81 out of a possible 100. Since maintenance to the bridge is considered
temporary and because the bridge is 98 years old, the bridge is in need of replacement.
Built in 1921 and reconstructed in 1956, Bridge No. 28 exhibits cracking on the underside of
beams, spalling on concrete piers and pile caps, and areas of delamination. Rehabilitation of
the bridge is not practical due to its age and deteriorated condition. Components of both the
concrete superstructure and substructure have experienced an increasing degree of
deterioration that can no longer be addressed by maintenance activities.
C. Categorical Exclusion Action Classification:
0 TYPE I A
D. Proposed Improvements:
28. Bridge rehabilitation, reconstruction, or
separation to replace existing at -grade
constraints in 23 CFR 771.117(e)(1-6).
E. Special Project Information:
replacement or the construction of grade
railroad crossings, if the actions meet the
Existing Conditions: N.C. 210 has a 24-foot pavement width with grassed shoulders on
each side.
Bridge No. 28 is a four -span structure that consists of reinforced concrete deck girders
supported by reinforced concrete caps on steel and timber piles for the interior and end bents.
The structure length is 170 feet with a clear roadway width of 28 feet. There is no posted
weight limit on the bridge. The bridge deck is situated approximately 25 feet above the creek
bed. Power lines run parallel to the bridge on both sides of the road.
B-5156 Categorical Exclusion Page 1 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Alternatives Discussion:
The No -Build Alternative would result in eventually closing the road which is unacceptable
given the traffic served by N.C. 210. Additionally, N.C. 210 in the project area is designated
as a Hurricane Evacuation Route. Therefore, the No -Build Alternative was eliminated from
further consideration.
An offsite detour route for N.C. 210 would include primary routes; a northern or southern
detour option would both be approximately 30 miles. Given the potential impacts to
emergency response services and school transportation services, an offsite detour was
eliminated from consideration.
Two build alternatives to replace Bridge No. 28 were studied. Alternative 1 would replace the
bridge on the existing alignment with a temporary onsite detour to the north. Alternative 2
would permanently relocate the bridge to the north while maintaining traffic on the existing
roadway. Alternative 2 was selected as the preferred alternative upon coordination with the
NCDOT Division Office. Alternative 2 would minimize clearing and land disturbance in the
project area, with the new bridge being permanently relocated to the north, where a detour
bridge would have been located under Alternative 1. Additionally, the construction duration
may be minimized with Alternative 2, with only one new structure required.
The replacement structure will be a four -span bridge approximately 205 feet long with
prestressed concrete girders, 4-foot caps and sloping, riprap abutments (Figures 2A and
213). The proposed bridge will be located on a new alignment just upstream of the existing
bridge and at a 90-degree skew to the roadway. The bridge will include two 12-foot travel
lanes with 4-foot offsets, providing a minimum 32-foot clear roadway width, as well as
concrete barrier rail.
The approach roadway will extend approximately 980 feet from the west end of the new
bridge and 890 feet from the east end of the new bridge. The approach roadway will include
a 24-foot pavement width providing two 12-foot travel lanes and 8-foot shoulders on each
side. Where guardrail is included, 11-foot shoulders would be provided on each side.
Traffic would be maintained on the existing structure, while the new bridge is constructed to
the north of the existing alignment. After construction of the new bridge is completed, traffic
would be routed onto the new structure while the existing structure is removed. Construction
is anticipated to take approximately 12 months.
Estimated Cost:
Alternative 1
Alternative 2
(Preferred)
Construction Cost
$ 5,400,000
$ 4,550,000
Right -of -Way Cost
$ 51,000
$ 93,900
Utility Cost
$ 14,700
$ 57,400
Total Pro'ect Cost
$ 5,465,700
$ 4,701,300
Note: Based on 2018 / 2019 prices
B-5156 Categorical Exclusion Page 2 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Estimated Traffic:
Year 2020 - 3,000 vehicles per day
Year 2040 - 3,600 vehicles per day
TTST - 4%
Dual - 8%
Accidents: There were three reported crashes near Bridge No. 28 during a five-year period.
None of these crashes were associated with the alignment or geometry of the bridge or its
approach roadway. Two crashes involved an animal and one crash involved a movable
object.
Pedestrian, Bicycle, and Greenway Accommodations: The Pender County
Comprehensive Transportation Plan (CTP) and the Wilmington Metropolitan Planning
Organization (MPO) CTP recommend a multi -use path (bicycle and pedestrian) on this
section of N.C. 210. The Pender County Comprehensive Parks and Recreation Master Plan
recommends a public water access area at Long Creek.
Hazardous Materials: Based upon coordination with the GeoEnviron mental Group, there
are no geoenviron mental concerns on the proposed project.
Design Information:
Design Speed - 60 miles per hour
Rural Major Collector using Regional Tier Guidelines
No Design Exceptions Required
Cultural Resources:
Historic Architecture - NCDOT conducted a review of the State Historic Preservation Office
(HPO) site files, GIS data, and related studies as well as an assessment of all above -ground
resources present in the study area in 2010, 2015, and 2018 in response to project changes.
Based on this review, there are no properties listed in or eligible for the National Register of
Historic Places in the current Area of Potential Effects (APE), including the existing Bridge
No. 28. There are no properties warranting additional investigation; therefore, no architectural
survey is required for the project. A copy of the most recent review form (October 1, 2018) is
included in Appendix B.
Archaeology - A map review and site file search were conducted by NCDOT at the Office of
State Archaeology (OSA) on October 18, 2018. No archaeological sites have been identified
within the proposed APE, nor are any recorded within one-half mile of the proposed project.
Landforms within the current APE are considered very unlikely to exhibit intact, significant
archaeological resources; therefore, no archaeological survey is required for this project. A
copy of this correspondence is included in Appendix B.
Community Impacts: The majority of the project area is rural and in residential or agricultural
use, swamp land, or undeveloped. Access to residential and commercial driveways along
N.C. 210 may be temporarily limited during construction of the proposed project. Additionally,
the proposed project may have temporary operational impacts to the mobility of farm
equipment to small farms, as well as Long Creek Farms & Nursery, located within the project
study area.
B-5156 Categorical Exclusion Page 3 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Notably adverse community impacts to low-income populations, including migrant workers,
are not anticipated with the preferred Alternative 2, replacement of Bridge No. 28 on new
location. The proposed project would affect all populations equivalently; thus, impacts to
minority and low-income populations do not appear to be disproportionately high and
adverse. Benefits and burdens resulting from the project are anticipated to be equitably
distributed throughout the community.
Environmental Considerations: The wetland and stream impacts associated with this
bridge replacement project are presented below. Water resources in the study area are part
of the Cape Fear River basin (U.S. Geological Survey (USGS) Hydrologic Unit 03030007)
(Figures 3 and 4). Long Creek carries a best usage classification of C;Sw waters of the
State. Long Creek has been designated as warm water streams for the purposes of stream
mitigation. Long Creek within the study area has been designated by the USACE as a
Navigable Water under Section 10 of the Rivers and Harbors Act. Additional information
regarding the wetlands can be found in the Natural Resources Technical Report.
Jurisdictional Characteristics and Estimated Impacts
Classification
Impact
Stream (Long Creek)
Perennial
135 linear feet
Wetland
Riparian
1.09 acres
The amount of impacts to water resources and wetlands within the study area, described
above, represents the maximum extent of potential fill in Waters of the United States.
Anticipated Permit or Consultation Requirements:
Clean Water Act Permits
A Nationwide Permit (NWP) 23 will likely be applicable to this project. NWP 33 may also
apply for temporary construction activities such as stream dewatering, work bridges, or
temporary causeways that are often used during bridge construction or rehabilitation. The
U.S. Army Corps of Engineers (USACE) holds the final discretion as to what permit will be
required to authorize project construction. If a Section 404 permit is required, then a Section
401 Water Quality Certification (WQC) from the N.C. Division of Water Resources (NCDWR)
will be needed.
Coastal Area Management Act Areas of Environmental Concern
The N.C. Division of Coastal Management (NCDCM) identified the following Areas of
Environmental Concern (AECs) that will likely be impacted: Coastal Shorelines and Public
Trust Area. Therefore, a Coastal Area Management Act (CAMA) permit from the NCDCM will
be required prior to the commencement of construction for all impacts to designated AECs
within the study area.
Agency Comments and Local Coordination: NCDOT has sought input from the following
agencies as a part of the project development: U.S. Army Corps of Engineers, U.S.
Environmental Protection Agency, U.S. Fish and Wildlife Service, Federal Highway
Administration, N.C. Division of Coastal Management, N.C. Division of Parks and Recreation,
N.C. Division of Water Resources, N.C. Wildlife Resources Commission, Wilmington
Metropolitan Planning Organization, Cape Fear Rural Planning Organization, Pender
County, Pender County Schools, and Pender County EMS. Agency comments are included
in Appendix B.
B-5156 Categorical Exclusion Page 4 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
The North Carolina Division of Parks and Recreation (DPR) requested that a small parking
area and canoe launch be considered as part of this bridge replacement. During subsequent
coordination with DPR, the small parking area and canoe launch were dropped from
consideration.
The Cape Fear Rural Planning Organization (RPO) noted that Bridge No. 28 is located within
a floodway and the upstream area is prone to flooding and strongly encourages that the
bridge be elevated to minimize upstream flooding and ensure its availability as an evacuation
route during a flood event. The RPO also commented that as a designated hurricane
evacuation route, any detours or closures of N.C. 210 in the project area should be
coordinated to occur outside of hurricane season, if possible.
According to Pender County Schools, eight school buses pass over the bridge four times per
day. Pender County Emergency Medical Services (EMS) noted that Bridge No. 28 is in a
high call volume area.
Public Involvement: A newsletter was sent to all property owners living along N.C. 210 near
Bridge No. 28. No comments were received. Therefore, a Public Meeting was determined
unnecessary.
B-5156 Categorical Exclusion Page 5 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
F. Project Impact Criteria Checklists:
Type I & II - Ground Disturbing Actions
FHWA APPROVAL ACTIVITIES THRESHOLD CRITERIA
If any of questions 1-7 are marked "yes" then the CE will require FHWA approval.
Yes
No
1
Does the project require formal consultation with U.S. Fish and Wildlife
❑
Service (USFWS) or National Marine Fisheries Service (NMFS)?
2
Does the project result in impacts subject to the conditions of the Bald and
❑
Golden Eagle Protection Act (BGPA)?
3
Does the project generate substantial controversy or public opposition, for any
❑
reason, following appropriate public involvement?
4
Does the project cause disproportionately high and adverse impacts relative to
❑
low-income and/or minority populations?
5
Does the project involve a residential or commercial displacement, or a
❑
substantial amount of right of way acquisition?
6
Does the project require an Individual Section 4(f) approval?
❑
❑x
Does the project include adverse effects that cannot be resolved with a
7
Memorandum of Agreement (MOA) under Section 106 of the National Historic
❑
Preservation Act (NHPA) or have an adverse effect on a National Historic
Landmark (NHL)?
If any of questions 8 through 31 are marked "yes" then additional information will be required for those
questions in Section G.
Other Considerations
Yes
No
Does the project result in a finding of "may affect not likely to adversely affect'
8
for listed species, or designated critical habitat under Section 7 of the
❑
0
Endangered Species Act (ESA)?
9
Is the project located in anadromous fish spawning waters?
❑
0
Does the project impact waters classified as Outstanding Resource Water
10
(ORW), High Quality Water (HQW), Water Supply Watershed Critical Areas,
❑
303(d) listed impaired water bodies, buffer rules, or Submerged Aquatic
Vegetation (SAV)?
11
Does the project impact waters of the United States in any of the designated
❑
mountain trout streams?
12
Does the project require a U.S. Army Corps of Engineers (USACE) Individual
❑
0
Section 404 Permit?
13
Will the project require an easement from a Federal Energy Regulatory
❑
❑X
Commission (FERC) licensed facility?
14
Does the project include a Section 106 of the NHPA effects determination
❑
other than a no effect, including archaeological remains?
B-5156 Categorical Exclusion Page 6 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Other Considerations (continued)
Yes
No
15
Does the project involve hazardous materials and/or landfills?
❑
❑x
Does the project require work encroaching and adversely affecting a
16
regulatory floodway or work affecting the base flood plain (100-year flood)
❑
elevations of a water course or lake, pursuant to Executive Order 11988 and
23 CFR 650 subpart A?
Is the project in a Coastal Area Management Act (CAMA) county and
❑
17
substantially affects the coastal zone and/or any Area of Environmental
Concern (AEC)?
18
Does the project require a U.S. Coast Guard (USCG) permit?
❑
0
19
Does the project involve construction activities in, across, or adjacent to a
❑
designated Wild and Scenic River present within the project area?
20
Does the project involve Coastal Barrier Resources Act (CBRA) resources?
❑
0
21
Does the project impact federal lands (e.g. U.S. Forest Service (USFS),
❑
USFWS, etc.) or Tribal Lands?
22
Does the project involve any changes in access control?
❑
0
23
Does the project have a permanent adverse effect on local traffic patterns or
❑
community cohesiveness?
24
Will maintenance of traffic cause substantial disruption?
❑
0
Is the project inconsistent with the STIP or the Metropolitan Planning
25
Organization's (MPO's) Transportation Improvement Program (TIP) (where
❑
0
applicable)?
Does the project require the acquisition of lands under the protection of
Section 6(f) of the Land and Water Conservation Act, the Federal Aid in Fish
26
Restoration Act, the Federal Aid in Wildlife Restoration Act, Tennessee Valley
❑
Authority (TVA), or other unique areas or special lands that were acquired in
fee or easement with public -use money and have deed restrictions or
covenants on the property?
27
Does the project involve Federal Emergency Management Agency (FEMA)
❑
buyout properties under the Hazard Mitigation Grant Program HMGP ?
28
Does the project include a de minimis or programmatic Section 4(f)?
❑
0
29
Is the project considered a Type I under the NCDOT's Noise Policy?
❑
0
30
Is there prime or important farmland soil impacted by this project as defined by
❑
the Farmland Protection Policy Act FPPA ?
31
Are there other issues that arose during the project development process that
❑
affected the project decision?
G. Additional Documentation as Required from Section F
Response to Question 1: The U.S. Fish and Wildlife Service has developed a programmatic
biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the
U.S. Army Corps of Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB)
(Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT
program in Divisions 1-8, including all NCDOT projects and activities. The programmatic
determination for NLEB for the NCDOT program is May Affect, Likely to Adversely
B-5156 Categorical Exclusion Page 7 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Affect. The PBO provides incidental take coverage for NLEB and will ensure compliance
with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a
federal nexus in Divisions 1-8, which includes Pender County, where TIP B-5156 is
located. This level of incidental take is authorized from the effective date of a final listing
determination through April 30, 2020.
Response to Question 16: Pender County is a participant in the National Flood Insurance
Program, administered by the Federal Emergency Management Agency (FEMA). Based on
the most current information available from the N.C. Floodplain Mapping Program (FMP),
Long Creek is located within a detailed study area. This project involves construction
activities on or adjacent to FEMA-regulated streams.
Response to Question 17: Two CAMA Areas of Environmental Concern were identified in
the study area. The proposed project will likely impact Coastal Shoreline and Public Trust
Water. A CAMA permit from the NCDCM will be required for all impacts to designated AECs
within the study area.
Response to Question 30: The Farmland Protection Policy Act requires all federal agencies
or their representatives to consider the potential impact to prime farmland of all land
acquisition and construction projects. There are soils classified as prime, unique, or having
state or local importance in the vicinity of the project. Therefore, the project may involve direct
conversion of farmland acreage within these classifications. A preliminary screening of
farmland conversion impacts in the project area was completed (NRCS Form AD-1006,
Part VI only) and resulted in a score of 55 points out of 160. Since the total site assessment
score does not exceed the 60-point threshold established by NRCS, notable project impacts
to eligible soils are not anticipated.
B-5156 Categorical Exclusion Page 8 of 10
July 2019

Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
H. Proiect Commitments
Pender County
Bridge No. 28 over Long Creek on N.C. 210
Federal Project No: N/A
WBS No: 42331.1.2
TIP Project No: B-5156
Hydraulics Unit - FEMA Coordination
The Hydraulics Unit will coordinate with the N.C. Floodplain Mapping Program (FMP) to
determine the status of the project with regard to applicability of NCDOT's Memorandum of
Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final
Letter of Map Revision (LOMR).
Hydraulics Unit / Division 3 Construction - FEMA - As -Built Construction Plans
This project involves construction on or adjacent to a FEMA-regulated stream. Therefore, the
Division shall submit sealed as -built construction plans to the Hydraulics Unit upon completion
of project construction, certifying that the project was built as shown on the construction plans.
Environmental Analysis Unit / Hydraulics Unit - CAMA Permit
Two Coastal Area Management Act (CAMA) Areas of Environmental Concern (AECs) were
identified in the study area. Long Creek is a designated Public Trust Water and Coastal
Shoreline. A CAMA permit from the N.C. Division of Coastal Management (NCDCM) will be
required for all impacts to designated AECs within the study area.
B-5156 Categorical Exclusion Page 9 of 10
July 2019

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
TIP Project No.
WBS Element
Federal Project No.
B-5156
42331.1.2
N/A
B-5156: Replace Bridge No. 28 over Long Creek on N.C. 210 in Pender County
Prepared By:
DocuSigned by:
P� s
7/24/2019
88BA757910214D2...
Date
Aileen S. Mayhew, P.E.
Mott MacDonald
Prepared For:
North Carolina Department of Transportation
Reviewed By:
DocuSigned by:
��`��`^��
7/24/2019
8C1643F6874A457...
Date
Philip Harris, III, P.E., Environmental Analysis Unit
North Carolina Department of Transportation
If all of the threshold questions (1 through 7) of
❑X Approved Section F are answered "no," NCDOT approves this
Categorical Exclusion.
If any of the threshold questions (1 through 7) of
❑ Certified
Section F are answered "yes," NCDOT certifies this
Categorical Exclusion.
DocuSigned by:
7/29/2019
ED19A18 D98EC496...
Date
Kevin Fischer, P.E., Structures Management Unit
North Carolina Department of Transportation
FHWA Approved: For Projects Certified by NCDOT, FHWA signature required.
N/A N/A
Date John F. Sullivan, III, P.E., Division Administrator
Federal Highway Administration
B-5156 Categorical Exclusion Page 10 of 10
July 2019

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
APPENDIX A
Figures

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
Run
fo
z
Project Location
PENDER
J L......... ;•
NEW
HANOVER
BRUNSWICK
B-5156
North Carolina Department of Transportation
Structures Management Unit
B-5156
Replace Bridge No. 28
on N.C. 210 over Long Creek
Pender County
<�oN
n
0 0.25 0.5
Vicinity Map
Figure 1

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
CT
CT
LID
0
N
a
z
00
0
z
BEGIN APPROACH SLAB
-L- Sto. 2I +73.00
BEGIN BRIDGE
-L - Sta. 21 *88
END BRIDGE
-L - Sta. 23 f
END APPROACH SLAB
-L - Sta. 24 +08.00
TYPE PE
TY
��IEmm NOR
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP
BEGIN TIP PROJECT B -
BEGI N CONSTRUCTION
-L- POT Sto.12 f10.00
Kimley))Horn
PROJECT REFERENCE NO. SHEET NO.
B-5156
_L _
©zois
R/W SHEET NO.
Pl Sto 16+08.0/
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
L =
10. 5/' 3/.3" (LT
D -
Z 17' 30.6°
L =
80 473.'
T =
2380'
INCOM PLE ]E ]PLANS
R =
2,500.00"
IIIO NOT USE FOR % W ACQUISITION
SE
= 0.035
RO
= l05'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
O
CN
a
z
c
00
� o
z
O
N
O
BEGIN ROCK PLATING
-L- Sto.13-F50.00 LT
-L - PC Sta. l3 +70.39
-L- PT Sta. 18 f 44.19
N
(SEE SHEET 2G-1
AND 2G -2)
AID
EROCK PLATING
-�
-L-Sto. 25 +00.00 LT
\
\
BEGIN ROCK PLATING
1�
-L- Sto. 24+25.00 LT
\
INSTALL
�4+08.00
\
DAVID R PORTER AND WIFE REBECCA F PORTER
LSTA
DB 1076 PG 187 INSTALL SBG
TO 24+20.00 LT&RT
-L- STA 2/+60.00
TO 2/+73.00 LT&RT
ROBERT ERIC LEEI JAND GAIL HER ING LEE
END ROCK PLATING
DB 7 9 PG 862
I \ r 0� % / / i -L- Sto. 2/+50.00 LT
S L m
8/•3ol
30
INC _L
- f��0 I /wL8 _ / �' 1 N 870 30' 10.3° E' `
-
-
N _ =Bum — —�`� I i' `� 1 .I / E fE �F E�� ;� E� m cn
4T _ — — -—
b
30 1 r — —
w
WOODS —
.I, = // E
\ % `z
- A
WOODS
EXIST ROADWAY FILL
EXCAVATION, TYP
(SEE CROSS -SECTIONS)
CORBETT SAND LLC
DB 3412 PG 195
_1. I
���wIffil��������A11 'BRIDGE -28
ONC
5.0' NC�W
L �
W
riff
SRI, NO
piSTORICAL _GH w— — —w— — — -
C E .� ww`-
ROPE TY OWNER CDo �w(e—
CHRISTOPHER LEE -FAMILY 0i w2110
1'?Z LIVED AROUND FOR OVER 30 YEAR 1�,1 s2o� �' _e'
1k j- WO0*S --k --kjk
_
� REMOVE EXIST
ROADWAY FILL, TYP REMOVE EXIST RIDGE
(SEE CROSS -SECTIONS) AND INTERN IERS
4REMOVE EXIST (STRUCTURE AY ITEM)
GUARDRAIL
WOODS I
� I
cn
BMI ELEVATION= 8.21'
N 252204 E 2293845
L STA 24+37.93 153.89' RIGHT
TIE SPIKE SET IN 24" PINE
REMOVE EXIST
GUARDRAIL
LONG CREEK PROPERTIES LLC
DB 3930 PG 273
MB 38 PG61 SL513
ALTERNATIVE 2
FIGURE 2A

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
Ln
Ln
z
0
W
w
345.50'
-L -
Pl Sto 28+42.77
L =
12° 32' 32.8" (LT )
D =
2° 17' 30.6"
L =
547.27"
T =
274.73"
R =
2,500.00"
SE
= 0.035
RO
= /05'
P(' Stn_ Pr) +FR_n4
LONG CREEK PROPERTIES
DB 3930 PG 273
MB 38 PG61 SL513
EXIST ROADWAY FILL
EXCAVATION. TYP
(SEE CROSS -SECTIONS)
LLC
LINE DRAWN BY GIS
N 75°29'20' E
270.00'
/
CHRISTOPHER ERIC LEE AND
WIFE ROBERTA RIVENBARK LEE
DB 2515 PG 70
N00
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DOUGLAS MOORE
ALLEN MOORE
EDITH SHANNON
DB 2235 PG 5
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P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
SIP �-----
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4.15' TO
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PROJECT REFERENCE NO. SHEET NO.
B-5156
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOM PLEE % ]E ]PLANS
III® NOT USE FOR W ACQUISIITIION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LANDSCAPE
AREA
CHARLESSNHD HOLLY
WIFE ROBBIE G HOLLY
DB 3159 PG 275
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D. L. MERCER JR. ET AL
DB 321PG 250
BM2 ELEVATION= 23.72'
L STA 37+12.00
N 53007'23.5" DIST 217.96'
TIE SPIKE SET IN 24" OAK
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)ocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
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PENDER
Sarni salr�
NEW 0 0.25 0.5
HANOVER
BRUNSWICK Miles
North Carolina Department of Transportation
Structures Management Unit
B-5156
Replace Bridge No. 28
on N.C. 210 over Long Creek Quad Map
Pender County Figure 4

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
APPENDIX B
Supporting Documents

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
Prujecl Tracking No. (Irrier-aa1 (I,re)
15-01-0005
�r
HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This farm supercedes that dated 25 September 2018
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
B-5156
County:
Pender
WBS No.:
42331.1.2
Document
Type:
Fed AidNa:
BRSTP-0210(21)
Funding:
State X Federal
Federal
Permits :
X Yes No
Permit
Type s :
USACE
Project DescriEtion: Replace Bridge No. 28 on NC 210 over Long Creek (no off -site
detourspecified in review request).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions.- HPOWeb reviewed on 3 February
2015 and yielded no NR, SL, DE, LD, or SS properties in the Area of Potential Effects (APE).
The Penny Henry House (PD0213 -- SL) is located near, but outside (east) of the study area.
Pender County current GIS mapping, aerial photography, and tax information indicated a mostly
wooded APE with cleared residential development at the eastern end (viewed 3 February 2015).
Several resources dating from the middle decades (1930s-1960s) of the twentieth century,
standing approximately 750 feet and more east of the existing bridge, are unexceptional
examples of their types. Bridge No. 28, built in 1921, is not eligible for the National Register as
it is neither aesthetically nor technologically significant according to the NCDOT Historic Bridge
Inventory. Google Maps "Street View" confirmed the absence of critical architectural and
landscape resources in the APE. Selection of a preferred alternative (bridge on new location
north of existing) necessitated the current review (25 September 2018). This form reflects the
application of federal funding. The original APE contains the proposed construction activities
and possible impacts, as well as no resources of concern, and thus the "no survey required"
finding remains valid.
No architectural survey is required for the project as currently defined.
Why the available information Provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landccane resources in the praiect
area: The APE extends 1200 feet to either end of the existing bridge (W-E) and 200 to either
side of the NC 210 centerilne (N-S) to encompass proposed construction activities.
Comprehensive architectural survey of Pender County (1996-1992) and subsequent studies
recorded no properties in the APE. Review of the essentially identical project in 2010 included
an on -site investigation and concluded that no properties of concern appeared in the APE.
County GIS and other visuals illustrate the locations and characteristics of architectural and
landscape resources in the APE. No National Register -listed properties are located within the
APE.
Should any aspect of the project design change, including the addition
of an off -site detour, please notify NCDOT Historic Architecture
as additional review may be necessary. Page 1 of 2
Historic Architecture and I andscapes JVO SURY1sY 8hQU11fF1) form for 14trnor 7 iansportattan Projects ar Qrullifted to 11re 2007 Programmatic Agreeetient.

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
SUPPORT DOCUMENTATION
X Map(s) X Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Architecture and Landscapes;,- NO SURVEY REQUIRED
NCDOT Architectural Historian
B-5156, Pender County
WBS No. 42331.1.2
Tracking No. 15-41-0005
Page 2 of 2
Date
Hi.Tioric Ai•chi[ecrure and Landscapes NO SURVEY RhVULREOIom for• Minor Transportation Projects ax Qualified in the ZOO? Prograrutnatic Agreernem.

PENUER
Project Area
41.
I.AU,
11:
Castle
H-Ya e
NEW HANOVER
i�
B-5156 Bridge No. 28 on NC 210 over Long Creek Pender County
WB5 No. 42331.1.2 Base map: HPOweb, nts
NCRQT — Historic Architecture
February 2015
Tracking No. 15-01-0005

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
5R 1113
(Montague Rd)
Run
1
B-5156
a
N
A. -
Project Looa[ion
PENDER
NEW o 0.25 0.5
HANOVER Mlles
BRUNSWICk
North Carolina Department of Transportation
Project Development & Environmental Analysis Unit `_
B-5156 -hxct Pa. 15 0��44a�
Replace Bridge No. 28
on NC 210 over Long Creek Vicinity Map
Pender County figure 1

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
Pr�jed Traeking Vn. (Infernal Use)
15-01-0005
` rl� HISTORIC ARCHITECTURE AND LANDSCAPES
of
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
B-5155 --
County: - -
Pender
WBS No.:
42331.1.2
Document
T e:
Fed. Air[ No:
Funding:
X State Federal
Federal
Permits :
X Yes No
Permit
Ty e(s):
Stated "unknown at this time" in
review request
Pr❑ieet Descrr'ption: Replace Bridge No. 28 on NC 210 over Long Creek (detour stated as
"unknown at this time" in review request; study area adjusted for possible on -site detour).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
DF.Sc,RIPiioN OFREVIEWACTIVITIES, RESULTS, AND coNCLusioNs. HPOWeb reviewed on 3 February
2015 and yielded no NR, SL, DE, LD, or SS properties in the Area of Potential Effects (APE). The Penny
Henry House (PD0213 -- SL) is located near, but outside (east) of study area. Fender County current GIS
mapping, aerial photography, and tax information indicated a mostly wooded APE with cleared residential
development at the eastern end (viewed 3 February 2015). Several resouroes dating from the middle
decades (1930s-1960s) of the twentieth century, standing approximately 750 feet and more east of the
existing bridge, are unexceptional examples of their types. According to the NCDOT Historic Bridge
Survey, Bridge No. 2B, built in 1921, is not eligible for the National Register as it is not representative of
any distinctive engineering or aesthetic type. Google Maps "Street View" confirmed the absence of
critical architectural and landscape resources in the APE.
No architectural survey is required for the project as currently defined.
WHY THEA VAILABLE INFORMATION PROVIDES A BELL49LE BASIS FOR REASONABLY PREDICITNG THAT
THEREARE NO UNIDENTTFIED SIGNIFICANT IIISTORICARCHITECTURAL OR LANDSCAPE RESOURCES IN
THE• PRO.IECTAREA: APE extends 1200 feet to either end of the existing bridge (W-E) and 200 feet to
either side of the NC 210 centerline (N-S) to encompass proposed construction activities. Comprehensive
architectural survey of Pender County (1996-1997) and subsequent studies recorded no notable
properties in the APE. Review of the essentially identical project in 2010 included an ova -site investigation
and concluded that no properties of concern appeared in the APE (see attached). County GIS and other
visuals illustrate the locations and characteristics of architectural and landscape resources in the APE. No
National Register -listed properties are located within the APE.
Should the design of the project changer including the addition of an off -site detour,
please notify NCDOT Historic Architecture as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) X Previous Survey Info. []Photos ❑Correspondence ❑Design Playas
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Architecture and Landscapes -- NO SURVEY REQUIRED
NCDOT Architectural Historialn
Hrsrarac ��rrirrre�rrrrr uirrl !-rrnclnrupes ,'�'O St1R!/!i Y RIiO tlfRlila.jnr•n� Jar rL(ti�nr' 7'rorrrpnr raairua Projeei s us Orrelijicd ire rlre IlNI PrugrurNn�urir rlgrcenaerN.

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Project hacking Na f7mernat [Ise)
I0-01-0008
NO PREHISTORIC OR HISTORIC PROPERTIES PRESENT FORM
PROJECT INFORMATION
Project No: B-5156
WBS No: 423 31.1.1
FA. No: BRSTP-0210 (21)
Federal (USfICE) Permit Required?
County: Pender
Document: CE
Funding: ❑ State
❑ Yes ❑ No Permit Type:
Project Description:
Replace Bridge No. 28 over Long Creek on NC 210
SUMMARY OF FINDINGS
® Federal
The North Carolina Department of Transportation (NCD07) reviewed the subject project and determined:
Historic Architecture/Landscapes
® There are no National Register -listed or Study Listed properties within the project's area of potential
effects.
® There are no properties less than fifty years old which are considered to meet Criteria Consideration G
within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
® There are properties over fifty years old within the area of potential effects, but they do not meet the
criteria for listing on the National Register.
® All properties greater than 50 years of age located in the APE have been considered and all compliance for
historic architecture with Section 106 of the National Historic Preservation Act and GS 12I-12(a) has been
completed for this project.
Archaeology
❑ There are no National Register-] isted or Study Listed properties within the project's area of potential
effects.
❑ No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources considered eligible
for the National Register.
❑ All identified Archaeological sites located within the APE have been considered and all compliance for
archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
"No Hunrir Propert+rs J'resrnr " fnrdr far Minor Transpormrron Profecrs as Qhrrrl rfied W rhr 2W711ragramoralic Agreement.
NCD07-AwMeology & Hle arlc Arc hlrecram Gr"ps

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
10-01-0008
SUMMARY OF CULTURAL RESGiJRCES REVIEW
Brief description of review activities, revalts of review, and conclusions:
Pender County Bridge No. 28 is a 1956 example of a tee beam bridge and was determined not eligible for
National Register listing in the NCDOT 1995 Historic Bridge Survey.
Review of HPD quad maps, historic designations roster, and indexes was undertaken on 8 January 2010.
Based on this review, there were no existing NR, SL, LD, DE, or SS properties in the Area of Potential'
Effects. The CRS also accessed Google Maps Streetview online that same day. Based on this
ip_formation, there appeared to be properties within the APE that were built prior to 1960. Since the
county architectural survey is over 10 years old, a historic architecture site visit was recommended.
During the site visit the CRS observed several ranch houses dating from the 1950s that do not meet any
of the criteria for'National Register listing.
Signed:
Vs-U6jVA&q Zola
Speciali
Representative, HPD
HPQ/DSA Comments:
"No fllstoric Properties ATsenl"form for Afimor Y'ransporWion Prefects as Qymd Jied Im 11w 2067Ang amr& tic Agreeraeni.
NCDOTArckaeo[vU & HigWric Archftecirere Grosrps
Date
Date
r—

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Project Tracking No.:
15-01-0005
ao NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ,
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not:
valid for Historic Architecture and Landscapes. You must consult separately with the 6
P P Y
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: B-5156
WBS No: 42331.1.2
F.A. No: BRSTP-0210(21)
Federal Permit Required?
County: Pender
Document: Federal CE
Funding: ❑ State ® Federal
® Yes ❑ No Permit Type: ?
Project Description: The North Carolina Department of Transportation (NCDOT) intends to replace
Bridge No. 28 on NC 210 over Long Creek. An area of potential effects (APE) was established based on
the design files for the preferred alternative for the replacement of the bridge. The current APE is
estimated at roughly 1,830 feet (more than 557.74 meters) in length and ranges in width between 60 and
190 feet (roughly 18.3 to 58 meters). This revised APE replaces the January 2015 APE based on the
proposed study area. That study area was 2000 feet (609.6 meters) long within a 350-foot (nearly 106.68-
meter) right-of-way (ROW) and encompassed an area of nearly 16.07 acres (slightly more than 6.5
hectares). The revised APE encompasses an area of 4.9 acres (nearly 2 hectares).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
This bridge replacement was originally submitted for archaeological review on December 17, 2009 (as
PA No. 10-01-0008); and was reviewed on February 2, 2010. At that time, further archaeological
investigations were recommended and a request for information regarding "permits, on-site/off-site
detours, preliminary plans etc." was made. In responses to questions regarding the development of the
project on June 20, 2014, an email was received on June 27 that the project was not funded. The project
was resubmitted for review on January 6, 2015 under the current PA number. A second review of the site
maps and files archived at the North Carolina Office of State Archaeology (OSA) was conducted on
January 8, 2015. As before, no previously identified archaeological sites are recorded within the
proposed APE; but, it was noted that there had been no archaeological surveys near the proposed project
either. A reconnaissance survey to determine the necessity and scope of more intensive archaeological
investigation was recommended. The maps and files were rechecked on October 30, 2018. As before, no
archaeological sites have been identified within the proposed APE, nor are any recorded within .5-mile of
the proposed project.
An examination of the data presented on the North Carolina State Historic Preservation Office HPOWEB
GIS Service (hUp:Hgis.ncdcr.gov/hpoweb/) reveals two recorded historic property locations within .5-mile
of the proposed project: the study -listed Penny -Henry House (PD0213) and the former location of the
study -listed Long Creek -Grady School (PD0214). Three known cemeteries fall within this same radius:
the Parker Cemetery to the south of the bridge, the Henry Cemetery near the Penny-Henery House, and
the St. John Missionary Baptist Church Cemetery to the east. No recorded historic properties or known
cemeteries are located within the currently proposed APE.
An examination of soils in Pender County presented on the National Resources Conservation Service
Web Soil Survey(http://websoilsurvey.nres.usda.gov/app/WebSoilSurve�aspx) indicates that the
`7Vo ARCHAEOLOGY SURVEYREQ UIRED - form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 of 3

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Project Tracking No.:
15-01-0005
following soil types fall within the delineated APE: Goldsboro fine sandy loam, 0 to 2 percent slopes
(GoA); Kalmia loamy fine sand, 0 to 2 percent slopes (KaA); and Muckalee loam, frequently flooded
(Mk) -
No further archaeological investigations are required for the project within the area established as the
current APE. Should the project change to include a larger footprint than covered by the current APE,
further consultation will be necessary. In the unlikely event that archaeological remains are encountered
during the bridge replacement project, work should cease in that area and the NCDOT Archaeology
Group should be notified immediately.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
As noted above, no previous archaeological resources have been identified in the vicinity of the proposed
project, but, from a regional perspective, elevated and well -drained landforms along tributaries on the
southern Coastal Plain tend to have a higher probability of archaeological resources. This reasoning
factored heavily in previous screenings of the proposed project. The currently proposed bridge
replacement footprint is drastically smaller than the original study area and largely limited to existing
right-of-way (ROW). Where the project footprint expands beyond existing ROW (as depicted in the
preliminary designs), the project is either dominated by hydric/wetland soils or appears to have been
modified by the existing transportation facility or adjacently placed utilities. The very small portion of
the current APE that sits on better drained and elevated landforms appears to be very unlikely to possess
archaeological remains that would be considered to be significant.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence
® Other: soil map
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQ'i r � Z— UIRED
October 31, 2018
NCDOT ARCHAEOLOGIST Date
`7Vo ARCHAEOLOGY SURVEYREQ UIRED " form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
2 of 3

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
Project Tracking No.:
15-01-0005
Aerial photograph with 2-contours of the location for the APE (orange lines) for the proposed
replacement of Bridge No. 28 on NC 210; the previous study area/APE is depicted as yellow lines.
`7Vo ARCHAEOLOGY SURVEYREQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
3 of 3

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
a
772970 773040 773110
34o 26' 28" N I I I
�i
34o 26' 14" N
772970 773040 773110 773180 773250 773320
En
Map Scale: 1:3,030 if printed on A landscape (11" x 8.5") sheet.
Meters N
0 40 80 1E0 240
Feet
0 100 200 400 600
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map—Pender County, North Carolina
(Revised Replacement of Bridge No. 28 on NC 210)
773180 773250 773320 773390 773460 773530 773600 0
34o 26' 28" N
OF
r
r
w
�i
773390 773460
rl dp, -Ift �qw N 34o 26' 14" N
773530 773600
R
10/30/2018
Page 1 of 3

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Soil Map—Pender County, North Carolina
(Revised Replacement of Bridge No. 28 on NC 210)
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
,N
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
0
Closed Depression
Gravel Pit
f,
Gravelly Spot
Landfill
a
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
g
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
. 0 Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Pender County, North Carolina
Survey Area Data: Version 20, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 31, 2009—Aug
24, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 10/30/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Soil Map—Pender County, North Carolina
Revised Replacement of Bridge No.
28 on NC 210
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
GoA
Goldsboro fine sandy loam, 0
to 2 percent slopes
0.2
4.1 %
KaA
Kalmia loamy fine sand, 0 to 2
percent slopes
1.4
28.5%
Mk
Muckalee loam, frequently
flooded
3.3
67.4%
Totals for Area of Interest
4.9
100.0%
USDA Natural Resources Web Soil Survey 10/30/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Chris Rivenbark
NCDOT, PDEA Natural Environment Unit
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: September 1, 2009
SUBJECT: NCDOT Bridge Replacements
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661-667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows;
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream,
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed, they should be removed hack to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than I O'xl0'. If possible, when using temporary
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Bridge Memo Page 2 Scptember 1, 2009
structures the area should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush -hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual `404' permit.
S. In streams that contain threatened or endangered species, NCDOT biologist Mr.
Logan Williams should be notified. Special measures to protect these sensitive species
may be required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadrornous Fish Passage (May 12, 1997)" should
be followed.
10. Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
11. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long-term erosion control.
12. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used where
possible to prevent excavation in flowing water.
13. Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams.
t 4. Only clean, sediment -free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
15. During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used;
The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least I foot below the natural streambed
(measured from the natural thalweg depth). If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplain bench elevation (similar to Lyonsfield design). These should be

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Bridge Memo Page 3 September 1, 2909
reconnected to floodplain benches as appropriate. This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silted barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions. Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement. If
culverts are longer than 40-50 linear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern. This should enhance
aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms. In essence, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage, Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100-year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands, If successful, the site maybe utilized as mitigation for the subject projector
other projects in the watershed.
Project specific comments:
B-4916: Bertie County, replace bridge No. 57 on US 13 over Quioccosian Swamp. We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4577: Martin County, replace bridge No. 71 on SR 1159 over Flat Swamp. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4488: Craven County, replace bridge No. 176 on SR 1763 over Slocum Creek. This portion of
Slocum Creek is designated as an inland Primary Nursery Area. NCDOT should follow all
stream crossing guidelines for anadromous fish passage, including an in -water work moratorium
from February 15 to September 30. Furthermore there is a public access facility within the
project study area, DOT should coordinate closely with NCWRC during the design and

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Bridge Memo Page 4 September 1, 2009
construction of this project to avoid and minimize impacts to this facility. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4926: Lenoir County, replace bridge No. 20 on NC 55 over Neuse River. This portion of the
Neuse River is designated as an inland Primary Nursery Area. NCDOT should follow all stream
crossing guidelines for anadromous fish passage, including an in -water work moratorium from
February 15 to September 30.
B-4603: Pitt County, replace bridge No. 29 on SR 1715 over Fork Swamp. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4788: Pitt County, replace bridge No. 171 on SR 1418 over Johnson Mill Run. We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4791: Onslow County, replace bridge No. 226 on SR 1557 over Branch of New River. This
area is characterized by higher salinity water primarily supporting species under the jurisdiction
of the NC Division of Marine Fisheries; therefore NCDOT should coordinate with NCDMF to
address impacts to aquatic species. We recommend replacing this bridge with a bridge. Standard
recommendations apply.
B-4920: Northampton County, replace bridge No. 15 on SR 1505 over Wildcat Swamp.
Anadromous species are found in this portion of Wildcat Swamp. NCDOT should follow all
stream crossing guidelines for anadromous fish passage, including an in -water work moratorium
from February 15 to June 15. We recommend replacing this bridge with a bridge. Standard
recommendations apply.
B-4440: Brunswick County, replace bridge No. 163 on SR 1349 over Mulberry Swamp. We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4480: Columbus County, replace bridge Nos. 275 and 278 on SR 1824 over Livingston Creek.
We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4481: Columbus County, replace bridge Dios. 279 and 288 on SR 1831 over Livingston Creek.
We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4950: Cumberland County, replace bridge Nos. 171 and 172 on SR 1851 over South River.
We recommend replacing this bridge with a bridge. Standard recommendations apply.
Pender County, replace bridge No. 28 on NC 210 over Long Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4636: Sampson County, replace bridge No. 56 on NC 24 over Six Runs Creek, We
recommend replacing this bridge with a bridge. Standard recommendations apply.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at [phone]. Thank you for the opportunity to review and
comment on this project.

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
Ari@
N�DEI�R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
TO: Aileen S. Mayhew
Hatch Mott MacDonald
.SoS
FROM: Steve Sollod, DCM Transportation Project Coordinator
CC: Ted Devens, NCDOT
DATE: March 16, 2015
Donald R, van der Vaart
Secretary
SUBJECT: Scoping Comments
Bridge Replacement Project
B-5156, Bridge No. 28 on NC 210 over Long Creek, Pender County
The North Carolina Division of Coastal Management (DCM) has reviewed your scoping
request and performed site reconnaissance to evaluate the proposed projects. We appreciate
the opportunity to provide information relevant to the potential permitting of the proposed
project by our agency.
Based on the information provided and site reconnaissance by DCM's Transportation Field
Representative for NCDOT's Divisions 2 and 3, it appears that the following Areas of
Environmental Concern (AECs) will be impacted: Coastal Shorelines and Public Trust Area.
Therefore, a CAMA permit will be required prior to the commencement of construction. The
scope of each project will determine whether a CAMA General Permit or Major Development
Permit is necessary to authorize the work. NCDOT is encouraged to coordinate with DCM
during the project development process to determine the appropriate permitting requirements
for the projects. DCM recommends that the AEC impacts and the CAMA permitting
requirements be addressed in the Categorical Exclusion (CE) document.
If you have any questions or concerns, please contact Mr. Stephen Lane, at
Ste hen.lane ncdenr. ov or 252-808-2808. Thank you for your consideration of the North
Carolina Coastal Management Program.
DAF-ion of Coastal Management
400 Commerce Ave., !Morehead City, INC 2957
Phone: [phone] FAX: 252.247,3330 Intemet: www.n=astalmanagemenl,net
An Equal Opportunity l Affimta6ve AcWn Ernpbyer — M00 in pert by recycled paper

DocuSign Envelope ID: D53CA31C-0520-4ED2-8679-11715BC51DCF
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
Apo 24, 2015
Aileen S. Mayhew, PE
Transportation Planning Engineer
Hatch Mott MacDonald
7621 Purfoy Rd, Suite 115
Fuquay-Varina, NC 27526
Subject. Scoping/Start of Study — Proposed Replacement of Bridge No. 28 on NC 210 (B-5156)
Dear Ms. Mayhew,
The North Carolina Division of Parks and Recreation (DPR) has reviewed the project area using available
Geographic Information System (GIS) data of the proposed replacement of Bridge No. 28 on NC 210 over
Long Creek in Pender County, NC. DPR understands that NCDOT is seeking comments from stakeholders
in preparation for project development per your e-mail sent February 5, 2015.
DPR's State Trails Program is responsible for coordinating the planning, development and management
of this states paddle trails. Based on our review, DPR respectfully requests that NCDOT consider
including a small parking area and canoe launch as part of this bridge replacement. This would allow for
pedestrian and paddle access to Long Creek.
Ms. Jan Trask with DPR's State Trails Program can be reached at [phone] if there are additional
questions or concerns. DPR appreciates the opportunity to comment on this proposed project.
Sincerely,
Justin Williamson
Environmental Review Coordinator
Division of Parks and Recreation
NC Department of Environment and Natural Resources
[phone] J Just in.williamson nc arks. ov
1615 Mail Service Center, Raleigh, North Carolina 27699-1615 NORTH CAROLINA 57ATE PARKS
Phone [phone]) Internetwww.ncparks.gov Nrr7rurrrd, Wot?&A�d
Au Equal OpporWmy i Al<fmaive Action Employer - Made in part by recyded paper

DocuSign Envelope ID: D53CA31 C-0520-4ED2-8679-11715BC51 DCF
NORTH 174R01I I
E. P.Pks
Division of Parks and Recreation
NC Department of Natural and Cultural Resources
Governor Roy Cooper
July 7, 2018
Aileen S. Mayhew, PE
Project Manager
Mott MacDonald
7621 Purfoy Road, Suite 115
Fuquay Varina, NC 27526
Dear Ms. Mayhew:
Secretary Susi H. Hamilton
I am responding to your request for review regarding NCDOT STIP B-5156, Bridge No. 28 over
Long Creek in Pender County, NC. Based on the projects as proposed, the North Carolina Division
of Parks and Recreation (DPR) has no objections and therefore no comments.
Please let me know if you need additional information.
Sincerely,
Justin Williamson
Environmental Review Coordinator
North Carolina Division of Parks and Recreation
(919) 707-93291 [e-mail]
NC Division of Parks and Recreation
1615 MSC - Raleigh, NC 27699-1615 NORTH CAROLINA STATE PARKS
919.707.9300 ncpa rks.gov ta#f