20150068 Ver 1_Application_20150121

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
January 20, 2015
Ms. Liz Hair
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
ANTHONY J. TATA
RE: Application for Section 404 Individual Permit and Section 401 Water Quality
Certification for the Pembroke Rail Connector, Robeson County, NC
U.S. Army Corps of Engineers Action ID SAW-2006-33096
TIP P-4900A and B
Federal Aid Project No. TCSP-0635(5)
Debit $240.00 from WBS No. 41099.1.53
Dear Liz,
SECRETARY
The North Carolina Department of Transportation (NCDOT) Rail Division (Rail Division)
proposes to construct a single-track connector from the existing north-west CSX Railroad (CSX)
"A" Line to the existing east-west CSX "SE" Line north and east of the Town of Pembroke in
Robeson County, NC (Figure 1). The proposed track connects with the CSX "A" Line
approximately 3300 feet northeast of Pembroke and with the CSX "SE" Line approximately
6000 feet east of Pembroke. The total length of the proposed connector track is approximately
2.4 miles, and generally consists of a 160-foot wide corridor. The proposed project also involves
construction of a grade-separated intersection at the proposed crossing of Union Chapel Road
(SR 1563) and the relocation of the existing Jones Road (SR 1564) at-grade crossing of the CSX
"SE" Line. Information within this package has been prepared to support the application for an
Individual Permit (IP) along with the associated N.C. Division of Water Resources (NCDWR)
General Water Quality Certification.

Ms. Liz Hair
Page 2 of 15
Purpose and Need
Individual Permit Application
TIP P-4900 A and B, Robeson County
The purpose of this project is to provide efficient movement of equipment, supplies, and
personnel between the CSX Milan Yard, military facilities at Fort Bragg (Honeycutt Marshalling
Yard, Fort Junction), and port facilities at the North Carolina State Port at Wilmington and the
Military Ocean Terminal at Sunny Point (MOTSU). Fort Bragg officials identify the Pembroke
connector as a priority project that would allow military personnel to deploy from Wilmington,
NC rather than Charleston, SC.
Currently, a train movement between Wilmington and Fayetteville has to pass through
Pembroke, turn at the siding at Wilkes or the yard at Hamlet and return through Pembroke a
second time to access the connection in the northwest quadrant of the existing at-grade diamond
crossing. This maneuver requires crossing of ten at-grade crossings between Jones Road (on the
CSX "SE" Line) and Cornith Road (on the CSX "A" ]ine) twice. The average freight train of
approximately 2 miles in length and traveling at 15 miles per hour through the area would
activate these crossings for a minimum of 8 minutes each. The proposed project would bypass
these at-grade crossings, which would reduce the exposure of vehicular traffic to rail traf�c,
maximize efficiency, minimize inconvenience to citizens and motorists, and reduce negative air-
quality effects produced by idling vehicles.
By improving regional rail connection between Interstate 95 and the North Carolina State Port in
Wilmington, the proposed project supports the CSX National Gateway Initiative. Through rail
infrastructure improvements and intermodal terminal development and expansion, this public-
private partnership will result in a highly efficient rail system to connect midwest producers and
consumers with mid-Atlantic ports and world markets.
The proposed project would reduce the number of freight trains traveling through downtown
Pembroke and would improve the routing of freight trains between Wilmington and points north.
This connector would also provide a link between the CSX "A" Line and "SE" Line that would
allow for the potential establishment of an intercity rail passenger service between Raleigh and
Wilmington via Fayetteville.
Project Or�anization
This project is divided into two sections:
• The proposed Pembroke Connector (P-4900A), which will include preparation for and
installation of approximately 2.4 miles of connector track, including the propose grade-
separated crossing of Union Chapel Road; and
• The relocation of the existing Jones Road at-grade crossing of the existing CSX "SE"
Line (P-4900B).

Ms. Liz Hair Individual Permit Application
Page 3 of 15 TIP P-4900 A and B, Robeson County
Summarv of Project Impacts
Based upon 60 percent plans dated May 30, 2014, and permit drawings dated October 14, 2014,
the project is anticipated to permanently impact approximately 432 linear feet of streams and
approximately 2.19 acres of jurisdictional wetlands. In addition, the project is anticipated to
temporarily impact approximately 109 linear feet of streams and 0.03 acre of jurisdictional
wetlands. All stream impacts, temporary wetland impacts, and 2.13 acres of permanent wetland
impacts are anticipated in conjunction with the P-4900A portion of the project. Permanent
wetland impacts anticipated in conjunction with the P-4900A portion of the project total 0.05
acre. The attached permit drawings depict the locations and extents of jurisdictional area
impacts, and the attached Wetland Permit Impact Summary provides details of impacts at each
impact site. The following table lists the geographic coordinates for each waterbody crossing.
Table 1. Project Impacts Locations
Site NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
Site 1 1,945,818.490 343,103.511 34.692594 -79.180249
Site 2 1,945,552.691 342,665.563 34.691389 -79.181130
Site 3 1,946,079.623 340,279.851 34.684837 -79.179363
Site 4 1,946,529.454 339,693.805 34.683228 -79.177863
Site 5 1,948,436.664 337,707.102 34.677779 -79171508
Site 6 1,949,435.296 337,000.530 34.675842 -79.168182
Site 7 1,950,033.321 334,868.426 34.669986 -79.166181
Summaryo uf Project Miti ag tion
Based upon agreements stipulated in the "Memorandum of Agreement Among the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the United States Army Corps of Engineers, Wilmington District" (MOA), it
is understood that the North Carolina Ecosystem Enhancement Program (NCEEP) will assume
responsibility for satisfying Clean Water Act compensatory mitigation requirements for this
project. The offsetting mitigation provided by the NCEEP will derive from an inventory of
assets already in existence within U.S. Geological Survey (USGS) Hydrologic Unit (HU)
03040203.
A total of 600 warm-water stream mitigation credits and 4.38 riparian wetland mitigation credits
will be purchased through the NCEEP in-lieu fee program. A Mitigation Acceptance Letter from
the NCEEP, dated January 13, 2015, is attached.

Ms. Liz Hair
Page 4 of 15
NEPA DOCUMENT STATUS
Individual Permit Application
TIP P-4900 A and B, Robeson County
The Environmental Assessment (EA) document for this project was finalized in March 2014 and
was submitted to the appropriate regulatory agencies for review. A Finding of No Significant
Impact (FONSI) was approved on December 8, 2014 and is attached.
INDEPENDENT UTILITY
This project is in compliance with 23 CFR 771.1ll(�, which lists the characteristics of
independent utility of a project and includes the following:
(1) The project connects logical termini and is of sufficient length to address environmental
matters on a broad scope;
(2) The project has independent utility or independent significance, i.e., it is usable and a
reasonable expenditure even if no additional transportation improvements in the area are
made; and
(3) The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
RESOURCE STATUS
Water resources in the project area are located within USGS Hydrologic Unit [HU] 03040203
(NCDWR sub-basin 03-07-51 of the Lumber River basin). All streams within the project area
are classified as NCDWR WS-IV; Sw waters. No designated anadromous fish waters or Primary
Nursery Areas are present in the project area. No designated High Quality Waters (HQW),
Outstanding Resource Waters (ORW), or water supply watersheds WS-I or WS-II are located
within 1.0 mile downstream of the project area.
Delineations of streams and wetlands subject to Section 404 jurisdiction were performed by
Stantech biologists from March through July 2006 and in August 2013. Jurisdictional areas
identified within the project area were verified by Ronnie Smith and Liz Hair of the USACE and
Mason Herndon of the NCDWR during field visits to the site.
An approved Determination of Jurisdiction has not yet been provided by the USACE. The Rail
Division is requesting an approved Preliminary Jurisdictional Determination for streams
and wetlands within the project area in conjunction with this permit application.

Ms. Liz Hair
Page 5 of 15
303(d)-LISTED STREAMS
Individual Permit Application
TIP P-4900 A and B, Robeson County
No streams within the project area are listed anywhere on the North Carolina Final 2012 303(d)
list of impaired waters.
RESOURCE IMPACTS
Based upon 65 percent plans dated November 15, 2012, and permit drawings dated December 6,
2012, the proposed project is anticipated to permanently impact three streams for a total of 423
linear feet, five jurisdictional wetland areas for a total of 2.19 acres, and one open-water pond for
a total of 0.02 acre. In addition, the proposed project is anticipated to temporarily impact three
streams for 81 linear feet. The attached Permit Drawings depict the locations and extents of
jurisdictional area impacts, and the attached Wetland Permit Impact Summary provides details of
impacts at each impact site. The following tables (2a and 2b) list impact details and proposed
mitigation for each permit site. Individual permit sites are described in the following section and
reference nomenclature used in the Preliminary Jurisdictional Determination request dated July
22, 2014.
Table 2a. Jurisdictional Streams Impacted by the Proposed Project
Temporary Permanent Proposed Warm-Water
Permit Permanent Impacts Impacts Mitigation Stream Mitigation
Site Stream Names Im act T e (linear feet linear feet Ratio Credits Re uired
3 UT1 to Bear Creek Culvert Installation 37 168 2:1 336
4 UT2 to Bear Creek Culvert Extension 22 139 1:1 139
5 UT3 to Bear Creek Culvert Extension 2z 125 1:1 125
Total: 8l 432 -- 600
Table 2b. Jurisdictional Wetlands Impacted by the Proposed Project
Riparian
Total Total Wetland
Permanent Mechanized Hand Temporary Permanent Proposed Mitigation
Permit Fill Excavation Clearing Clearing Impacts Impacts Mitigation Credits
Site (acres) (acres) (acres) (acres) (acres) (acres) Ratio Re uired
1 1.06 0.20 0.15 0.03 0.03 1.41 2:l 2.82
2 <0.01 -- 0.02 -- -- 0.02 2:1 0.04
3 0.08 0.18 -- -- -- 0.26 2:1 0.52
6 0.21 0.18 0.06 -- -- 0.45 2:1 0.90
7 0.01 -- 0.04 -- -- 0.05 2:l 0.10
*Total: 1.36 0.56 0.26 0.03 0.03 2.19 -- 4.38
*Total- Total impacts are the sum of impacts calculated to one hundredth (0.001) of an acre and subsequently
rounded to one tenth (O.OI ) of an acre; therefore, totals may not equal the sum of individual impacts.

Ms. Liz Hair Individual Permit Application
Page 6 of 15 TIP P-4900 A and B, Robeson County
Permit Site 1(see attached Pe�mit drawings, Sheet OS).
Permit Site 1 entails the construction of a new bridge crossing of Bear Creek swamp adjacent to
the east side of the existing crossing of the CSX "A" line. Permanent impacts resulting from the
placement of bridge abutments within the wetland are anticipated to total 1.06 acres, mechanized
clearing within 10 feet of the proposed abutments is anticipated to result in 0.15 acre of
permanent wetland impacts, and excavation of a 3-foot lateral base ditch designed to drain the
area between the existing and proposed tracks is anticipated to result in 0.20 acre of permanent
wetland impacts. Total permanent wetland impacts associated with the proposed project at this
site are 1.41 acres. In addition, the area located between the two proposed abutments will be
cleared of vegetation by hand, resulting in 0.02 acre of temporary wetland impacts.
Earthwork for the proposed bridge abutments will be moved by means of standard equipment
(backhoes and graders), working from high ground inward towards the proposed bridge
structure. The proposed bridge structure is located at the point at which Bear Swamp Creek
flows into Bear Swamp. The proposed bridge structure is designed to maintain flow from Bear
Swamp Creek and will be constructed so as not to impede flow during or after construction.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to this wetland area,
resulting in a total of 2.82 acres of wetland mitigation credits necessary to compensate for
anticipated impacts.
Permit Site 2(see attached Permit drawings, Sheet OS).
Permit Site 2 entails the fill of less than 0.01 acre of wetland in association with the preparation
of the railroad bed. An additional 0.02 acre of wetland will be impacted by mechanical clearing
within 10 feet of the proposed area of fill. A reduction of the proposed footprint through the
steepening of the fill slope to avoid wetland impacts was considered; however, slope stability
concerns necessitated the retention of this wetland impact.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to this wetland area,
resulting in a total of 0.04 acre of wetland mitigation credits necessary to compensate for
anticipated impacts.
Permit Site 3(see attached Pe�mit drawings, Sheet 07).
Permit Site 3 entails the placement of Stream 3 within a pair of 7-foot by 6-foot reinfarced box
culverts (RBC) under the proposed rail. Stream 3 is a Relatively Permanent Water (RPW) with
perennial flow. The proposed RBCs are aligned such that the western culvert will maintain low-
flow regimes and the adjacent eastern culvert will provide passage for flood flows. A 3-foot
lateral base ditch will be constructed in the northeast, northwest, and southwest quadrants of the
proposed crossing to convey drainage from the rail bed to the stream. The banks of these lateral
base ditches and the eXisting stream channel will be stabilized with rip rap in the areas where the

Ms. Liz Hair Individual Permit Application
Page 7 of 15 TIP P-4900 A and B, Robeson County
ditches are tied to the existing channel; however, no rip rap will be placed within the stream bed.
Permanent impacts of 91 linear feet will result from the placement of Stream 3 within the RBCs
under the rail, and permanent impacts of 77 linear feet are anticipated from the placement of rip
rap along stream banks. Temporary impacts totaling 65 linear feet are associated with the
temporary dewatering of this portion of stream channel during construction.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to the perennial
Stream 3, resulting in 336 linear feet of warm-water stream mitigation credits to offset project
impacts to Stream 3.
Preparation of the rail bed in this area involves the fill of 0.07 acre of Wetland W W adjacent to
the proposed rail line. Placement of rip rap along the banks of the adjacent Stream 3 as
stabilization is expected to result in <0.01 acre of additional fill. Adjacent to the proposed area
of fill, a 3-foot lateral base ditch is proposed, that is anticipated to impact less than 0.01 acre of
Wetland WW. It is anticipated that this eXCavation will remove characteristic wetland hydrology
from the remainder of this 0.19-acre wetland area, resulting in a total take. Mitigation is
proposed at a 2:1 ratio to compensate for impacts to Wetland WW, resulting in a total of 0.52
acre of riparian wetland mitigation credits to compensate for permanent impacts to this wetland
area.
Additionally, the proposed rail line corridor contains a small farm pond (Pond 1), which is
proposed to be drained and filled to avoid any future maintenance issues. Water will be drained
from the pond through a vegetated upland area or sprayed on adjacent fields to avoid direct
introduction of eutrophic pond water to surface waters. This pond occupies 0.02 acre and does
not exhibit a surface connection to Stream 3. No mitigation is proposed for impacts to the open
waters of Pond 1.
The proposed rail line has been situated such that it crosses the perennial Stream 3 at a nearly
perpendicular angle while avoiding the large wetland area of Bear Swamp immediately to the
north.
Permit Site 4(see attached Pe�mit drawings, Sheet 08).
Permit Site 4 entails the placement of Stream 4 within a 42-inch reinforced concrete pipe (RCP)
under the proposed rail. Stream 4 is a RPW with intermittent flow. Three-foot lateral base
ditches will be constructed in the northwest, southwest, and southeast quadrants of the proposed
crossing to convey drainage from the rail bed to the stream. The banks of these lateral base
ditches and the existing stream channel will be stabilized with rip rap in the areas where the
ditches are tied to the existing channel; however, no rip rap will be placed within the stream bed.
Permanent impacts of 93 linear feet will result from the placement of Stream 4 within the RCP
under the rail, and permanent impacts of 46 linear feet will result from the placement of rip rap

Ms. Liz Hair Individual Permit Application
Page 8 of 15 TIP P-4900 A and B, Robeson County
along stream banks. Temporary impacts of 22 linear feet will result from dewatering methods
during pipe installation and occur to stream channel immediately adjacent to the upstream and
downstream ends of the proposed culvert. Mitigation is proposed at a 1:1 ratio to compensate for
permanent impacts to the intermittent Stream 4, resulting in 139 linear feet of warm-water stream
mitigation credits necessary to compensate for impacts to this stream.
Permit Site 5(see attached Pe�mit drawings, Sheet 10).
Permit Site 5 entails the placement of Stream 1 within a 60-inch RCP under the proposed rail.
Stream 1 is a RPW with intermittent flow. A total of 116 linear feet of the intermittent Stream 4
will be permanently impacted by being placed inside the 60-inch RCP. Three-foot lateral base
ditches will be constructed in each quadrant of the proposed crossing to convey drainage from
the rail bed to the stream. The banks of these lateral base ditches and the existing stream channel
will be stabilized with rip rap in the areas where the ditches are tied to the existing channel;
however, no rip rap will be placed within the stream bed. Permanent impacts of 82 linear feet
will result from the placement of Stream 1 within the RCP under the rail, and permanent impacts
of 43 linear feet will result from the placement of rip rap along stream banks. Temporary
impacts of 22 linear feet will result from dewatering methods during pipe installation and occur
to stream channel immediately adjacent to the upstream and downstream ends of the proposed
culvert. Mitigation is proposed at a 1:1 ratio to compensate for permanent impacts to the
intermittent Stream 4, resulting in 116 linear feet of warm-water stream mitigation credits
necessary to compensate for impacts to this stream.
Permit Site 6(see attached Permit drawings, Sheet 11).
Permit Site 6 entails the fill of 0.21 acre of Wetland F in association with the preparation of the
railroad bed. The fill slope on the northeast side of the proposed rail bed has been steepened to
3:1 in this area to avoid additional wetland impacts. An additional 0.06 acre of wetland will be
impacted by mechanical clearing within 10 feet of the proposed area of fill on the northeast side
of the proposed rail. A 48-inch RCP will be placed at grade under the proposed rail in order to
maintain drainage from the southwest side of the proposed rail to the northeast.
Adjacent to the proposed area of fill, a 3-foot lateral base ditch is proposed, that is anticipated to
impact less than 0.01 acre of Wetland WF. It is anticipated that this excavation will remove
characteristic wetland hydrology from the entire 0.18 acre of this wetland area, resulting in a
total take. Mitigation is proposed at a 2:1 ratio to compensate for impacts to Wetland F,
resulting in a total of 0.90 acre of riparian wetland mitigation credits to compensate for impacts
to this wetland area.
Permit Site 7(see attached Permit drawings, Sheet RD-06).
Permit Site 7 involves the relocation of Jones Road (SR 1571). The existing roadway is
considered substandard near the location at which the proposed relocation of Jones Road ties to

Ms. Liz Hair Individual Permit Application
Page 9 of 15 TIP P-4900 A and B, Robeson County
the existing alignment of the roadway. Approximately 0.01 acre of fill to Wetland B is proposed
along the edge of the existing roadway slope in order to correct the existing roadway deficiency.
The area within 10 feet of the proposed fill slope will be mechanically cleared of vegetation,
representing a maximum of 0.04 acre of additional permanent impacts.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to this wetland area,
resulting in a total of 0.10 acre of wetland mitigation credits necessary to compensate for
anticipated impacts.
MORATORIA
No worlc moratoria have been requested by the U.S. Fish and Wildlife Service (USFWS) or the
N.C. Wildlife Resources Commission (NCWRC).
PROTECTED SPECIES
Plants and animals with a federal classification of Endangered or Threatened are protected under
provisions of Sections 7 and 9 of the Endangered Species Act of 1973, as amended. Three
federally protected species are listed by the USFWS for Robeson County (Table 3). A brief
description of each species' habitat requirements follows, along with the Biological Conclusion
rendered based upon survey results within the project area.
Table 3. Federally Protected Species Listed for Robeson County
Federal Habitat Biological
Scientific Name Common Name Status* Present Conclusion
Alli ator mississi iensis American alli ator T(S/A) Yes Not A licable
Picoides borealis Red-cockaded woodpecker E Yes No Effect
Rhus michauxii Michaux's sumac E Yes No Effect
*Federal Status — T(S/A) =Tl�reatened due to Similarity of Appearance; E= Endangered; BGPA = protected by the
Bald and Gold Eagle Protecrion Act.
Suitable habitat for the American alligator occurs within the project area; however, this species is
Threatened due to Similarity of Appearance with another rare species and is not subject to
Section 7 consultation in North Carolina.
Suitable nesting habitat occurs within the project area for red-cockaded woodpecker (RCW) in
the form large pines; however, habitat quality is poor as pines are scattered and associated with
hardwoods and dense understories. The N.C. Natural Heritage Program (NCNHP) database
contains a historic record of two inactive RCW cavities (dated May 1979) located approximately
1.0 mile northeast of the project area; however, field surveys conducted in March of 2006, May

Ms. Liz Hair Individual Permit Application
Page 10 of 15 TIP P-4900 A and B, Robeson County
of 2011, and August of 2013 did not identify any RCWs or RCW cavities within the project area.
This project is expected to have No Effect on RCW.
Suitable habitat for Michaux's sumac occurs along the margins of roadways, along woodland
edges, and within utility line corridors. The NCNHP database contains no recorded occurrences
of this plant within 1.0 mile of the project area. However, surveys performed in all areas of
suitable habitat in March and May of 2006, May of 2011, and August of 2013 identified no
individuals of this species. This project is expected to have No Effect on Michaux's sumac.
CULTURAL RESOURCES
This project is subject to compliance with Section 106 of the National Historic Preservation Act
of 1966, as amended, and implemented by the Advisory Council on Historic Preservation's
Regulations for Compliance with Section 106, codified at 36 CFR Part 800. Section 106
requires federal agencies to take into account the effect of their undertakings (federally funded,
licensed, ar permitted) on properties included in or eligible for inclusion in the Nationa] Register
of Historic Places (NRHP) and to affard the Advisory Council a reasonable opportunity to
comment on such undertakings.
The NCDOT is currently completing archaeological surveys within the footprint of the proposed
alignment and will continue coordination with the State Historic Preservation Office. In a
concurrence form dated May 26, 2006, the State Historic Preservation Officer concurred that
there are no historical structures within the Area of Potential Effects (APE) of the proposed
project. Please see the attached FONSI.
PUBLIC HEARINGS
An initial meeting was held with local officials of the Town of Pembroke on February 10, 2006.
During and following the meeting, the Town raised several concerns regarding the project. The
Town also provided these concerns in their response to a May 2006 scoping letter. Concerns
raised by officials of the Town of Pembroke were addressed in the development of the project
and provided in the Environmental Assessment prepared in March 2014.
A project newsletter was mailed to over 1,100 addresses in June 2009. The newsletter contained
information regarding the study alternatives, provided contact information for additional
questions or requests, and advertised the Citizens Informational Workshop (CIW).
A Local Officials Meeting was held on June 30, 2009 prior to the CIW. Ten local officials from
the Town of Pembroke and Robeson County were in attendance. At this meeting, the project
team presented the alternative alignments and the visualization of the railroad bridge over Union

Ms. Liz Hair Individual Permit Application
Page 11 of 15 TIP P-4900 A and B, Robeson County
Chapel Road so that local officials could discuss the information to be presented at the
subsequent CIW.
The NCDOT conducted the CIW for the proposed project on June 30, 2009 at Pembroke Town
Hall. The purpose of this workshop was to initiate the project's public involvement program, to
provide information concerning the environmental study process, to receive comments from the
public concerning the project, and to introduce the members of the study team. Maps showing
two detailed study alternatives and proposed rail typical section were available. A total of 29
citizens were in attendance. Two comment sheets were received and the comments were
addressed.
Subsequent to the approval of the EA on March 27, 2014, a public information meeting was
advertised by postcards mailed to the project mailing list (401 recipients) as well as by
newspaper advertisements. The public hearing was held on May 20, 2014 and comments on the
environmental document were received until May 31, 2014. Federal, state, and local agencies
provided comments during the comment period. During the agency comment period, NCDOT
received comments from the U.S. Environmental Protection Agency (USEPA), N.C. Department
of Environment and Natural Resources (NCDENR) Division of Water Resources (DWR),
NCDENR Division of Waste Management (DWM), and N.C. Department of Agriculture and
Consumer Services (NCDACS), which are provided in Appendix B of the attached FONSL The
NCDOT also received comments from 4 citizens. These comments and NCDOT responses are
provided in Appendix B of the attached FONSI.
SECTION 4(f�
Section 4(� and de minimis
Section 4(� of the Department of Transportation Act of 1966, as amended, (23 U.S.C. 138)
states that the U.S. Department of Transportation "may not approve the use of land from a
significant publicly-owned park, recreation area, or wildlife and waterfowl refuge, or any
significant historic site unless a determination is made that: (i) there is no feasible and prudent
alternative to the use of land from the property; and (ii) the action includes all possible planning
to minimize harm to the property resulting from such use." For Section 4(�, a"use" is defined
as one of the following:
• Direct use — property is permanently incorporated into the right-of-way of the
transportation project;
• Temporary use — property is temporarily occupied in a way that is adverse to the
property's purpose; or
• Constructive use — a use that occurs when the "the transportation project does not
incorporate land from a Section 4(� property, but the project's proximity impacts are so
severe that the property activities, features, or attributes that qualify the property for
protection under Section 4(� are substantially impaired. Substantial impairment occurs

Ms. Liz Hair Individual Permit Application
Page 12 of 15 TIP P-4900 A and B, Robeson County
only when the protected activities, features, or attributes of the property are "substantially
diminished." (23 CFR 774.15(a)).
In 2005, Congress amended Section 4(� in its passage of the Safe, Accountable, Flexible,
Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU), specifically in Section
6009(a). An important change was the introduction of the de minimis procedures for processing
minor impacts to Section 4(� resources. Subsequent to the passage of SAFETEA-LU, FHWA
amended the Section 4(� regulations (23 CFR 774.3(b), 23 CFR 774.5(b) and 23 CFR 774.17)
and issued guidance for determining de minimis findings (Guidance for Determining de minimis
Impacts for Section 4(� Resources). Based on these regulations and guidance documents, the
use of land from a publicly-owned park, recreation area, or wildlife and waterfowl refuge may be
determined to be de minimis i£
L The transportation use of the park, together with any impact, avoidance, minimization,
and mitigation or enhancement measures do not adversely affect the activities, features,
and attributes that qualify the resource for protection under Section 4(�.
2. The official(s) with jurisdiction over the property is informed of FHWA's intent to
make the de minimis impact finding, based on his/her written concurrence that the project
will not adversely affect the activities, features, and attributes that qualify the property for
protection under Section 4(�.
3. The public has been afforded an opportunity to review and comment on the effects of
the project on the proposed activities, features, and attributes of the Section 4(� resource.
According to the provisions set forth in Section 6009(a) of SAFETEA-LU, once the U.S.
Department of Transportation determines that a transportation use of property from a Section
4(� resource constitutes a de minimis impact, analysis of avoidance alternatives is not required
and the Section 4(� evaluation process is complete.
No Section 4(� resources were identified within the project area; therefore, the proposed project
will have no effect on Section 4(� resources.
FEMA COMPLIANCE
Based on a review of the FIRM (Flood Insurance Rate Mapping) mapping available far Robeson
County (FIRMs 3710674600J, and 3710675600J), the proposed P-4900A project is generally
oriented parallel to Bear Swamp along the outer edge of the 100-year floodplain (Figure 2). The
proposed project encroaches on the edge of the mapped 100-year floodplain (0.2 percent annual
chance of flood hazard) in several locations along the alignment and crosses the 100-year
floodplain associated with Stream 3 near the center of the proposed alignment and crosses the
100-year floodplain and floodway with Bear Swamp near the northern terminus of the proposed
project. Approximately 2.7 acres of the proposed project fall within the 100-year floodplain of

Ms. Liz Hair Individual Permit Application
Page 13 of 15 TIP P-4900 A and B, Robeson County
Bear Creek. The floodway of Bear Swamp is anticipated to be spanned at Site 1 by an
approximately 102-foot bridge structure.
The NCDOT Hydraulics Unit has coordinated with the N.C. Floodplain Mapping Program and
has obtained a Conditional Letter of Map Revision (CLOMR) and will continue coordination to
insure approval of the subsequent final Letter of Map Revision (LOMR). The NCDOT Division
6 Construction Unit will submit sealed, as-built plans to the Hydraulics Unit upon project
completion, certifying that drainage structures and roadway embankment features that are
located within the 100-year floodplain were built as shown on construction plans, both
horizontally and vertically.
UTILITIES
There are expected to be no impacts to jurisdictional areas due to utility relocations. Any
utilities that require relocation shall be relocated aerially or by directional bore through non-
jurisdictional areas.
INDIRECT AND CUMULATIVE IMPACTS
The proposed project is not anticipated to change the type or extent of regional development on a
long-term basis. Indirect impacts in the immediate vicinity of the proposed project affecting
development in accordance with local land use planning and zoning are not anticipated. Induced
or secondary economic activity is the result of additional industries providing goods and services
to supply those industries primarily related to the project. The proposed project and other
projects in the area will ultimately contribute beneficia] cumulative effects by influencing a more
efficient regional, multi-modal transportation system.
Previous rail studies have discussed the potential for a passenger rail station in Pembroke;
however, no studies have been conducted, nor are any planned. Although the proposed
connector would contribute to cumulative effects in conjunction with a passenger rail station, in
the absence of any planning studies or funding, a passenger station in Pembroke is not currently
viewed as a reasonably foreseeable future action. Indirect and cumulative impacts are
discussed in greater detail in the FONSI signed on December 8, 2014.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the
list of Study Rivers (Public Law 90-542; U.S.C. 1271 et seq., as amended). The nearest
designated Wild and Scenic River, the Lumber River, is located approximately 6.2 miles
downstream of the proposed project.

Ms. Liz Hair
Page 14 of 15
MITIGATION
Individual Permit Application
TIP P-4900 A and B, Robeson County
The Rail Division is committed to incorporating all reasonable and practicable design features to
avoid and minimize stream and wetland impacts, and to provide full compensatory mitigation of
all remaining, unavoidable jurisdictional area impacts. Avoidance measures were taken during
planning wherever possible. Additional avoidance measures will be taken to insure that all
streams and wetlands in the vicinity that are not affected by the project will be protected from
unnecessary encroachment. No staging of construction equipment or storage of construction
supplies will be allowed in wetlands or near surface waters. Careful containment of toxic or
hazardous materials near streams and wetlands, and employment of strict erosion control
procedures will be utilized to avoid additional impacts to jurisdictional areas. This project has
been designed to avoid disturbance to aquatic life movements and all practicable measures to
maintain aquatic life movement and habitat will be employed for the life of the project.
Due to the nature and location of the rail, some impacts to jurisdictional areas are unavoidable.
In these locations, measures to minimize impacts to jurisdictional areas have been incorporated
into the project design throughout the design process. These measures include the examination
of appropriate and practicable steps to reduce adverse impacts to jurisdictional resources such as
the reduction of roadway footprints and the reduction of fill slopes for rail bed construction. A
more detailed discussion of project alternative development is presented in the attached FONSI.
Site-specific avoidance and minimization measures are presented in the individual Permit Site
descriptions. Based upon correspondence with the USACE and NCDWR, mitigation is proposed
at a 1:1 ratio for impacts to intermittent streams and a 2:1 ratio for perennial streams and
jurisdictional wetlands. Proposed mitigation ratios and the resulting mitigation requirements are
presented in Tables 2a and 2b.
Compensatory mitigation for this project is anticipated from warm-water stream and riparian
wetland mitigation credits from the NCEEP. Based upon agreements stipulated in the
"Memorandum of Agreement Among the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the United States
Army Corps of Engineers, Wilmington District" (MOA), it is understood that the NCEEP will
assume responsibility for satisfying the remainder of Clean Water Act compensatory mitigation
requirements for this project (600 warm-water stream mitigation credits and 4.38 riparian
wetland credits). The offsetting mitigation provided by the NCEEP will derive from an
inventory of assets already in existence within USGS HU 03040203. A Mitigation Acceptance
Letter from the NCEEP, dated January 13, 2015, is attached.

Ms. Liz Hair
Page 15 of 15
Individual Permit Application
TIP P-4900 A and B, Robeson County
Again, the Rail Division is requesting authorization for Section 404 jurisdictional area impacts
associated with the railroad improvements component of this project, along with the associated
NCDWR Water Quality Certification. The Rail Division is also requesting approval of the
Preliminary Jurisdictional Determination submitted for this project in conjunction with the
requested permits. Thank you far your time and consideration of this important project. If you
have any questions regarding this request, please contact the Project Manager, Mr. James
Bridges, at 919-707-4716 ar at ifbridges(a�ncdot.gov.
Sincerely,
I 1�... �..
Marc L. Hamel
Rail Project Development Manager
NCDOT Rail Division
Cc. Mason Herndon, NC Division of Water Resources
James Bridges, Jr., P.E., C.P.M., NCDOT Rail Division
Brad Smythe, P.E., NCDOT Rail Division
Scott Davis, Axiom Environmental, Inc.

� ac STAT£
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
January 20, 2015
Mr. Mason Herndon
N.C. Division of Water Resources
254 Spruce Drive
Wilmington, NC 28403
ANTHONY J. TATA
RE: Application for Section 404 Individual Permit and Section 401 Water Quality
Certification for the Pembroke Rail Connector, Robeson County, NC
U.S. Army Corps of Engineers Action ID SAW-2006-33096
TIP P-4900A and B
Federal Aid Project No. TCSP-0635(5)
Debit $240.00 from WBS No. 41099.1.53
Dear Mason,
SECRETARY
The North Carolina Department of Transportation (NCDOT) Rail Division (Rail Division)
proposes to construct a single-track connector from the existing north-west CSX Railroad (CSX)
"A" Line to the existing east-west CSX "SE" Line north and east of the Town of Pembroke in
Robeson County, NC (Figure 1). The proposed track connects with the CSX "A" Line
approximately 3300 feet northeast of Pembroke and with the CSX "SE" Line approximately
6000 feet east of Pembroke. The total length of the proposed connector track is approximately
2.4 miles, and generally consists of a 160-foot wide corridor. The proposed project also involves
construction of a grade-separated intersection at the proposed crossing of Union Chapel Road
(SR 1563) and the relocation of the existing Jones Road (SR 1564) at-grade crossing of the CSX
"SE" Line. Information within this package has been prepared to support the application for an
Individual Permit (IP) along with the associated N.C. Division of Water Resources (NCDWR)
General Water Quality Certification.

Mr. Mason Herndon
Page 2 of 15
Purpose and Need
Individual Permit Application
TIP P-4900 A and B, Robeson County
The purpose of this project is to provide efficient movement of equipment, supplies, and
personnel between the CSX Milan Yard, military facilities at Fort Bragg (Honeycutt Marshalling
Yard, Fort Junction), and port facilities at the North Carolina State Port at Wilmington and the
Military Ocean Terminal at Sunny Point (MOTSU). Fort Bragg officials identify the Pembroke
connector as a priority project that would allow military personnel to deploy from Wilmington,
NC rather than Charleston, SC.
Currently, a train movement between Wilmington and Fayetteville has to pass through
Pembroke, turn at the siding at Wilkes or the yard at Hamlet and return through Pembroke a
second time to access the connection in the northwest quadrant of the existing at-grade diamond
crossing. This maneuver requires crossing of ten at-grade crossings between Jones Road (on the
CSX "SE" Line) and Cornith Road (on the CSX "A" ]ine) twice. The average freight train of
approximately 2 miles in length and traveling at 15 miles per hour through the area would
activate these crossings for a minimum of 8 minutes each. The proposed project would bypass
these at-grade crossings, which would reduce the exposure of vehicular traffic to rail traf�c,
maximize efficiency, minimize inconvenience to citizens and motorists, and reduce negative air-
quality effects produced by idling vehicles.
By improving regional rail connection between Interstate 95 and the North Carolina State Port in
Wilmington, the proposed project supports the CSX National Gateway Initiative. Through rail
infrastructure improvements and intermodal terminal development and expansion, this public-
private partnership will result in a highly efficient rail system to connect midwest producers and
consumers with mid-Atlantic ports and world markets.
The proposed project would reduce the number of freight trains traveling through downtown
Pembroke and would improve the routing of freight trains between Wilmington and points north.
This connector would also provide a link between the CSX "A" Line and "SE" Line that would
allow for the potential establishment of an intercity rail passenger service between Raleigh and
Wilmington via Fayetteville.
Project Or�anization
This project is divided into two sections:
• The proposed Pembroke Connector (P-4900A), which will include preparation for and
installation of approximately 2.4 miles of connector track, including the propose grade-
separated crossing of Union Chapel Road; and
• The relocation of the existing Jones Road at-grade crossing of the existing CSX "SE"
Line (P-4900B).

Mr. Mason Herndon Individual Permit Application
Page 3 of 15 TIP P-4900 A and B, Robeson County
Summarv of Project Impacts
Based upon 60 percent plans dated May 30, 2014, and permit drawings dated October 14, 2014,
the project is anticipated to permanently impact approximately 432 linear feet of streams and
approximately 2.19 acres of jurisdictional wetlands. In addition, the project is anticipated to
temporarily impact approximately 109 linear feet of streams and 0.03 acre of jurisdictional
wetlands. All stream impacts, temporary wetland impacts, and 2.13 acres of permanent wetland
impacts are anticipated in conjunction with the P-4900A portion of the project. Permanent
wetland impacts anticipated in conjunction with the P-4900A portion of the project total 0.05
acre. The attached permit drawings depict the locations and extents of jurisdictional area
impacts, and the attached Wetland Permit Impact Summary provides details of impacts at each
impact site. The following table lists the geographic coordinates for each waterbody crossing.
Table 1. Project Impacts Locations
Site NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
Site 1 1,945,818.490 343,103.511 34.692594 -79.180249
Site 2 1,945,552.691 342,665.563 34.691389 -79.181130
Site 3 1,946,079.623 340,279.851 34.684837 -79.179363
Site 4 1,946,529.454 339,693.805 34.683228 -79.177863
Site 5 1,948,436.664 337,707.102 34.677779 -79171508
Site 6 1,949,435.296 337,000.530 34.675842 -79.168182
Site 7 1,950,033.321 334,868.426 34.669986 -79.166181
Summaryo uf Project Miti ag tion
Based upon agreements stipulated in the "Memorandum of Agreement Among the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the United States Army Corps of Engineers, Wilmington District" (MOA), it
is understood that the North Carolina Ecosystem Enhancement Program (NCEEP) will assume
responsibility for satisfying Clean Water Act compensatory mitigation requirements for this
project. The offsetting mitigation provided by the NCEEP will derive from an inventory of
assets already in existence within U.S. Geological Survey (USGS) Hydrologic Unit (HU)
03040203.
A total of 600 warm-water stream mitigation credits and 4.38 riparian wetland mitigation credits
will be purchased through the NCEEP in-lieu fee program. A Mitigation Acceptance Letter from
the NCEEP, dated January 13, 2015, is attached.

Mr. Mason Herndon
Page 4 of 15
NEPA DOCUMENT STATUS
Individual Permit Application
TIP P-4900 A and B, Robeson County
The Environmental Assessment (EA) document for this project was finalized in March 2014 and
was submitted to the appropriate regulatory agencies for review. A Finding of No Significant
Impact (FONSI) was approved on December 8, 2014 and is attached.
INDEPENDENT UTILITY
This project is in compliance with 23 CFR 771.1ll(�, which lists the characteristics of
independent utility of a project and includes the following:
(1) The project connects logical termini and is of sufficient length to address environmental
matters on a broad scope;
(2) The project has independent utility or independent significance, i.e., it is usable and a
reasonable expenditure even if no additional transportation improvements in the area are
made; and
(3) The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
RESOURCE STATUS
Water resources in the project area are located within USGS Hydrologic Unit [HU] 03040203
(NCDWR sub-basin 03-07-51 of the Lumber River basin). All streams within the project area
are classified as NCDWR WS-IV; Sw waters. No designated anadromous fish waters or Primary
Nursery Areas are present in the project area. No designated High Quality Waters (HQW),
Outstanding Resource Waters (ORW), or water supply watersheds WS-I or WS-II are located
within 1.0 mile downstream of the project area.
Delineations of streams and wetlands subject to Section 404 jurisdiction were performed by
Stantech biologists from March through July 2006 and in August 2013. Jurisdictional areas
identified within the project area were verified by Ronnie Smith and Liz Hair of the USACE and
Mason Herndon of the NCDWR during field visits to the site.
An approved Determination of Jurisdiction has not yet been provided by the USACE. The Rail
Division is requesting an approved Preliminary Jurisdictional Determination for streams
and wetlands within the project area in conjunction with this permit application.

Mr. Mason Herndon
Page 5 of 15
303(d)-LISTED STREAMS
Individual Permit Application
TIP P-4900 A and B, Robeson County
No streams within the project area are listed anywhere on the North Carolina Final 2012 303(d)
list of impaired waters.
RESOURCE IMPACTS
Based upon 65 percent plans dated November 15, 2012, and permit drawings dated December 6,
2012, the proposed project is anticipated to permanently impact three streams for a total of 423
linear feet, five jurisdictional wetland areas for a total of 2.19 acres, and one open-water pond for
a total of 0.02 acre. In addition, the proposed project is anticipated to temporarily impact three
streams for 81 linear feet. The attached Permit Drawings depict the locations and extents of
jurisdictional area impacts, and the attached Wetland Permit Impact Summary provides details of
impacts at each impact site. The following tables (2a and 2b) list impact details and proposed
mitigation for each permit site. Individual permit sites are described in the following section and
reference nomenclature used in the Preliminary Jurisdictional Determination request dated July
22, 2014.
Table 2a. Jurisdictional Streams Impacted by the Proposed Project
Temporary Permanent Proposed Warm-Water
Permit Permanent Impacts Impacts Mitigation Stream Mitigation
Site Stream Names Im act T e (linear feet linear feet Ratio Credits Re uired
3 UT1 to Bear Creek Culvert Installation 37 168 2:1 336
4 UT2 to Bear Creek Culvert Extension 22 139 1:1 139
5 UT3 to Bear Creek Culvert Extension 2z 125 1:1 125
Total: 8l 432 -- 600
Table 2b. Jurisdictional Wetlands Impacted by the Proposed Project
Riparian
Total Total Wetland
Permanent Mechanized Hand Temporary Permanent Proposed Mitigation
Permit Fill Excavation Clearing Clearing Impacts Impacts Mitigation Credits
Site (acres) (acres) (acres) (acres) (acres) (acres) Ratio Re uired
1 1.06 0.20 0.15 0.03 0.03 1.41 2:l 2.82
2 <0.01 -- 0.02 -- -- 0.02 2:1 0.04
3 0.08 0.18 -- -- -- 0.26 2:1 0.52
6 0.21 0.18 0.06 -- -- 0.45 2:1 0.90
7 0.01 -- 0.04 -- -- 0.05 2:l 0.10
*Total: 1.36 0.56 0.26 0.03 0.03 2.19 -- 4.38
*Total- Total impacts are the sum of impacts calculated to one hundredth (0.001) of an acre and subsequently
rounded to one tenth (O.OI ) of an acre; therefore, totals may not equal the sum of individual impacts.

Mr. Mason Herndon Individual Permit Application
Page 6 of 15 TIP P-4900 A and B, Robeson County
Permit Site 1(see attached Pe�mit drawings, Sheet OS).
Permit Site 1 entails the construction of a new bridge crossing of Bear Creek swamp adjacent to
the east side of the existing crossing of the CSX "A" line. Permanent impacts resulting from the
placement of bridge abutments within the wetland are anticipated to total 1.06 acres, mechanized
clearing within 10 feet of the proposed abutments is anticipated to result in 0.15 acre of
permanent wetland impacts, and excavation of a 3-foot lateral base ditch designed to drain the
area between the existing and proposed tracks is anticipated to result in 0.20 acre of permanent
wetland impacts. Total permanent wetland impacts associated with the proposed project at this
site are 1.41 acres. In addition, the area located between the two proposed abutments will be
cleared of vegetation by hand, resulting in 0.02 acre of temporary wetland impacts.
Earthwork for the proposed bridge abutments will be moved by means of standard equipment
(backhoes and graders), working from high ground inward towards the proposed bridge
structure. The proposed bridge structure is located at the point at which Bear Swamp Creek
flows into Bear Swamp. The proposed bridge structure is designed to maintain flow from Bear
Swamp Creek and will be constructed so as not to impede flow during or after construction.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to this wetland area,
resulting in a total of 2.82 acres of wetland mitigation credits necessary to compensate for
anticipated impacts.
Permit Site 2(see attached Permit drawings, Sheet OS).
Permit Site 2 entails the fill of less than 0.01 acre of wetland in association with the preparation
of the railroad bed. An additional 0.02 acre of wetland will be impacted by mechanical clearing
within 10 feet of the proposed area of fill. A reduction of the proposed footprint through the
steepening of the fill slope to avoid wetland impacts was considered; however, slope stability
concerns necessitated the retention of this wetland impact.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to this wetland area,
resulting in a total of 0.04 acre of wetland mitigation credits necessary to compensate for
anticipated impacts.
Permit Site 3(see attached Pe�mit drawings, Sheet 07).
Permit Site 3 entails the placement of Stream 3 within a pair of 7-foot by 6-foot reinfarced box
culverts (RBC) under the proposed rail. Stream 3 is a Relatively Permanent Water (RPW) with
perennial flow. The proposed RBCs are aligned such that the western culvert will maintain low-
flow regimes and the adjacent eastern culvert will provide passage for flood flows. A 3-foot
lateral base ditch will be constructed in the northeast, northwest, and southwest quadrants of the
proposed crossing to convey drainage from the rail bed to the stream. The banks of these lateral
base ditches and the eXisting stream channel will be stabilized with rip rap in the areas where the

Mr. Mason Herndon Individual Permit Application
Page 7 of 15 TIP P-4900 A and B, Robeson County
ditches are tied to the existing channel; however, no rip rap will be placed within the stream bed.
Permanent impacts of 91 linear feet will result from the placement of Stream 3 within the RBCs
under the rail, and permanent impacts of 77 linear feet are anticipated from the placement of rip
rap along stream banks. Temporary impacts totaling 65 linear feet are associated with the
temporary dewatering of this portion of stream channel during construction.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to the perennial
Stream 3, resulting in 336 linear feet of warm-water stream mitigation credits to offset project
impacts to Stream 3.
Preparation of the rail bed in this area involves the fill of 0.07 acre of Wetland W W adjacent to
the proposed rail line. Placement of rip rap along the banks of the adjacent Stream 3 as
stabilization is expected to result in <0.01 acre of additional fill. Adjacent to the proposed area
of fill, a 3-foot lateral base ditch is proposed, that is anticipated to impact less than 0.01 acre of
Wetland WW. It is anticipated that this eXCavation will remove characteristic wetland hydrology
from the remainder of this 0.19-acre wetland area, resulting in a total take. Mitigation is
proposed at a 2:1 ratio to compensate for impacts to Wetland WW, resulting in a total of 0.52
acre of riparian wetland mitigation credits to compensate for permanent impacts to this wetland
area.
Additionally, the proposed rail line corridor contains a small farm pond (Pond 1), which is
proposed to be drained and filled to avoid any future maintenance issues. Water will be drained
from the pond through a vegetated upland area or sprayed on adjacent fields to avoid direct
introduction of eutrophic pond water to surface waters. This pond occupies 0.02 acre and does
not exhibit a surface connection to Stream 3. No mitigation is proposed for impacts to the open
waters of Pond 1.
The proposed rail line has been situated such that it crosses the perennial Stream 3 at a nearly
perpendicular angle while avoiding the large wetland area of Bear Swamp immediately to the
north.
Permit Site 4(see attached Pe�mit drawings, Sheet 08).
Permit Site 4 entails the placement of Stream 4 within a 42-inch reinforced concrete pipe (RCP)
under the proposed rail. Stream 4 is a RPW with intermittent flow. Three-foot lateral base
ditches will be constructed in the northwest, southwest, and southeast quadrants of the proposed
crossing to convey drainage from the rail bed to the stream. The banks of these lateral base
ditches and the existing stream channel will be stabilized with rip rap in the areas where the
ditches are tied to the existing channel; however, no rip rap will be placed within the stream bed.
Permanent impacts of 93 linear feet will result from the placement of Stream 4 within the RCP
under the rail, and permanent impacts of 46 linear feet will result from the placement of rip rap

Mr. Mason Herndon Individual Permit Application
Page 8 of 15 TIP P-4900 A and B, Robeson County
along stream banks. Temporary impacts of 22 linear feet will result from dewatering methods
during pipe installation and occur to stream channel immediately adjacent to the upstream and
downstream ends of the proposed culvert. Mitigation is proposed at a 1:1 ratio to compensate for
permanent impacts to the intermittent Stream 4, resulting in 139 linear feet of warm-water stream
mitigation credits necessary to compensate for impacts to this stream.
Permit Site 5(see attached Pe�mit drawings, Sheet 10).
Permit Site 5 entails the placement of Stream 1 within a 60-inch RCP under the proposed rail.
Stream 1 is a RPW with intermittent flow. A total of 116 linear feet of the intermittent Stream 4
will be permanently impacted by being placed inside the 60-inch RCP. Three-foot lateral base
ditches will be constructed in each quadrant of the proposed crossing to convey drainage from
the rail bed to the stream. The banks of these lateral base ditches and the existing stream channel
will be stabilized with rip rap in the areas where the ditches are tied to the existing channel;
however, no rip rap will be placed within the stream bed. Permanent impacts of 82 linear feet
will result from the placement of Stream 1 within the RCP under the rail, and permanent impacts
of 43 linear feet will result from the placement of rip rap along stream banks. Temporary
impacts of 22 linear feet will result from dewatering methods during pipe installation and occur
to stream channel immediately adjacent to the upstream and downstream ends of the proposed
culvert. Mitigation is proposed at a 1:1 ratio to compensate for permanent impacts to the
intermittent Stream 4, resulting in 116 linear feet of warm-water stream mitigation credits
necessary to compensate for impacts to this stream.
Permit Site 6(see attached Permit drawings, Sheet 11).
Permit Site 6 entails the fill of 0.21 acre of Wetland F in association with the preparation of the
railroad bed. The fill slope on the northeast side of the proposed rail bed has been steepened to
3:1 in this area to avoid additional wetland impacts. An additional 0.06 acre of wetland will be
impacted by mechanical clearing within 10 feet of the proposed area of fill on the northeast side
of the proposed rail. A 48-inch RCP will be placed at grade under the proposed rail in order to
maintain drainage from the southwest side of the proposed rail to the northeast.
Adjacent to the proposed area of fill, a 3-foot lateral base ditch is proposed, that is anticipated to
impact less than 0.01 acre of Wetland WF. It is anticipated that this excavation will remove
characteristic wetland hydrology from the entire 0.18 acre of this wetland area, resulting in a
total take. Mitigation is proposed at a 2:1 ratio to compensate for impacts to Wetland F,
resulting in a total of 0.90 acre of riparian wetland mitigation credits to compensate for impacts
to this wetland area.
Permit Site 7(see attached Permit drawings, Sheet RD-06).
Permit Site 7 involves the relocation of Jones Road (SR 1571). The existing roadway is
considered substandard near the location at which the proposed relocation of Jones Road ties to

Mr. Mason Herndon Individual Permit Application
Page 9 of 15 TIP P-4900 A and B, Robeson County
the existing alignment of the roadway. Approximately 0.01 acre of fill to Wetland B is proposed
along the edge of the existing roadway slope in order to correct the existing roadway deficiency.
The area within 10 feet of the proposed fill slope will be mechanically cleared of vegetation,
representing a maximum of 0.04 acre of additional permanent impacts.
Mitigation is proposed at a 2:1 ratio to compensate for permanent impacts to this wetland area,
resulting in a total of 0.10 acre of wetland mitigation credits necessary to compensate for
anticipated impacts.
MORATORIA
No worlc moratoria have been requested by the U.S. Fish and Wildlife Service (USFWS) or the
N.C. Wildlife Resources Commission (NCWRC).
PROTECTED SPECIES
Plants and animals with a federal classification of Endangered or Threatened are protected under
provisions of Sections 7 and 9 of the Endangered Species Act of 1973, as amended. Three
federally protected species are listed by the USFWS for Robeson County (Table 3). A brief
description of each species' habitat requirements follows, along with the Biological Conclusion
rendered based upon survey results within the project area.
Table 3. Federally Protected Species Listed for Robeson County
Federal Habitat Biological
Scientific Name Common Name Status* Present Conclusion
Alli ator mississi iensis American alli ator T(S/A) Yes Not A licable
Picoides borealis Red-cockaded woodpecker E Yes No Effect
Rhus michauxii Michaux's sumac E Yes No Effect
*Federal Status — T(S/A) =Tl�reatened due to Similarity of Appearance; E= Endangered; BGPA = protected by the
Bald and Gold Eagle Protecrion Act.
Suitable habitat for the American alligator occurs within the project area; however, this species is
Threatened due to Similarity of Appearance with another rare species and is not subject to
Section 7 consultation in North Carolina.
Suitable nesting habitat occurs within the project area for red-cockaded woodpecker (RCW) in
the form large pines; however, habitat quality is poor as pines are scattered and associated with
hardwoods and dense understories. The N.C. Natural Heritage Program (NCNHP) database
contains a historic record of two inactive RCW cavities (dated May 1979) located approximately
1.0 mile northeast of the project area; however, field surveys conducted in March of 2006, May

Mr. Mason Herndon Individual Permit Application
Page 10 of 15 TIP P-4900 A and B, Robeson County
of 2011, and August of 2013 did not identify any RCWs or RCW cavities within the project area.
This project is expected to have No Effect on RCW.
Suitable habitat for Michaux's sumac occurs along the margins of roadways, along woodland
edges, and within utility line corridors. The NCNHP database contains no recorded occurrences
of this plant within 1.0 mile of the project area. However, surveys performed in all areas of
suitable habitat in March and May of 2006, May of 2011, and August of 2013 identified no
individuals of this species. This project is expected to have No Effect on Michaux's sumac.
CULTURAL RESOURCES
This project is subject to compliance with Section 106 of the National Historic Preservation Act
of 1966, as amended, and implemented by the Advisory Council on Historic Preservation's
Regulations for Compliance with Section 106, codified at 36 CFR Part 800. Section 106
requires federal agencies to take into account the effect of their undertakings (federally funded,
licensed, ar permitted) on properties included in or eligible for inclusion in the Nationa] Register
of Historic Places (NRHP) and to affard the Advisory Council a reasonable opportunity to
comment on such undertakings.
The NCDOT is currently completing archaeological surveys within the footprint of the proposed
alignment and will continue coordination with the State Historic Preservation Office. In a
concurrence form dated May 26, 2006, the State Historic Preservation Officer concurred that
there are no historical structures within the Area of Potential Effects (APE) of the proposed
project. Please see the attached FONSI.
PUBLIC HEARINGS
An initial meeting was held with local officials of the Town of Pembroke on February 10, 2006.
During and following the meeting, the Town raised several concerns regarding the project. The
Town also provided these concerns in their response to a May 2006 scoping letter. Concerns
raised by officials of the Town of Pembroke were addressed in the development of the project
and provided in the Environmental Assessment prepared in March 2014.
A project newsletter was mailed to over 1,100 addresses in June 2009. The newsletter contained
information regarding the study alternatives, provided contact information for additional
questions or requests, and advertised the Citizens Informational Workshop (CIW).
A Local Officials Meeting was held on June 30, 2009 prior to the CIW. Ten local officials from
the Town of Pembroke and Robeson County were in attendance. At this meeting, the project
team presented the alternative alignments and the visualization of the railroad bridge over Union

Mr. Mason Herndon Individual Permit Application
Page 11 of 15 TIP P-4900 A and B, Robeson County
Chapel Road so that local officials could discuss the information to be presented at the
subsequent CIW.
The NCDOT conducted the CIW for the proposed project on June 30, 2009 at Pembroke Town
Hall. The purpose of this workshop was to initiate the project's public involvement program, to
provide information concerning the environmental study process, to receive comments from the
public concerning the project, and to introduce the members of the study team. Maps showing
two detailed study alternatives and proposed rail typical section were available. A total of 29
citizens were in attendance. Two comment sheets were received and the comments were
addressed.
Subsequent to the approval of the EA on March 27, 2014, a public information meeting was
advertised by postcards mailed to the project mailing list (401 recipients) as well as by
newspaper advertisements. The public hearing was held on May 20, 2014 and comments on the
environmental document were received until May 31, 2014. Federal, state, and local agencies
provided comments during the comment period. During the agency comment period, NCDOT
received comments from the U.S. Environmental Protection Agency (USEPA), N.C. Department
of Environment and Natural Resources (NCDENR) Division of Water Resources (DWR),
NCDENR Division of Waste Management (DWM), and N.C. Department of Agriculture and
Consumer Services (NCDACS), which are provided in Appendix B of the attached FONSL The
NCDOT also received comments from 4 citizens. These comments and NCDOT responses are
provided in Appendix B of the attached FONSI.
SECTION 4(f�
Section 4(� and de minimis
Section 4(� of the Department of Transportation Act of 1966, as amended, (23 U.S.C. 138)
states that the U.S. Department of Transportation "may not approve the use of land from a
significant publicly-owned park, recreation area, or wildlife and waterfowl refuge, or any
significant historic site unless a determination is made that: (i) there is no feasible and prudent
alternative to the use of land from the property; and (ii) the action includes all possible planning
to minimize harm to the property resulting from such use." For Section 4(�, a"use" is defined
as one of the following:
• Direct use — property is permanently incorporated into the right-of-way of the
transportation project;
• Temporary use — property is temporarily occupied in a way that is adverse to the
property's purpose; or
• Constructive use — a use that occurs when the "the transportation project does not
incorporate land from a Section 4(� property, but the project's proximity impacts are so
severe that the property activities, features, or attributes that qualify the property for
protection under Section 4(� are substantially impaired. Substantial impairment occurs

Mr. Mason Herndon Individual Permit Application
Page 12 of 15 TIP P-4900 A and B, Robeson County
only when the protected activities, features, or attributes of the property are "substantially
diminished." (23 CFR 774.15(a)).
In 2005, Congress amended Section 4(� in its passage of the Safe, Accountable, Flexible,
Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU), specifically in Section
6009(a). An important change was the introduction of the de minimis procedures for processing
minor impacts to Section 4(� resources. Subsequent to the passage of SAFETEA-LU, FHWA
amended the Section 4(� regulations (23 CFR 774.3(b), 23 CFR 774.5(b) and 23 CFR 774.17)
and issued guidance for determining de minimis findings (Guidance for Determining de minimis
Impacts for Section 4(� Resources). Based on these regulations and guidance documents, the
use of land from a publicly-owned park, recreation area, or wildlife and waterfowl refuge may be
determined to be de minimis i£
L The transportation use of the park, together with any impact, avoidance, minimization,
and mitigation or enhancement measures do not adversely affect the activities, features,
and attributes that qualify the resource for protection under Section 4(�.
2. The official(s) with jurisdiction over the property is informed of FHWA's intent to
make the de minimis impact finding, based on his/her written concurrence that the project
will not adversely affect the activities, features, and attributes that qualify the property for
protection under Section 4(�.
3. The public has been afforded an opportunity to review and comment on the effects of
the project on the proposed activities, features, and attributes of the Section 4(� resource.
According to the provisions set forth in Section 6009(a) of SAFETEA-LU, once the U.S.
Department of Transportation determines that a transportation use of property from a Section
4(� resource constitutes a de minimis impact, analysis of avoidance alternatives is not required
and the Section 4(� evaluation process is complete.
No Section 4(� resources were identified within the project area; therefore, the proposed project
will have no effect on Section 4(� resources.
FEMA COMPLIANCE
Based on a review of the FIRM (Flood Insurance Rate Mapping) mapping available far Robeson
County (FIRMs 3710674600J, and 3710675600J), the proposed P-4900A project is generally
oriented parallel to Bear Swamp along the outer edge of the 100-year floodplain (Figure 2). The
proposed project encroaches on the edge of the mapped 100-year floodplain (0.2 percent annual
chance of flood hazard) in several locations along the alignment and crosses the 100-year
floodplain associated with Stream 3 near the center of the proposed alignment and crosses the
100-year floodplain and floodway with Bear Swamp near the northern terminus of the proposed
project. Approximately 2.7 acres of the proposed project fall within the 100-year floodplain of

Mr. Mason Herndon Individual Permit Application
Page 13 of 15 TIP P-4900 A and B, Robeson County
Bear Creek. The floodway of Bear Swamp is anticipated to be spanned at Site 1 by an
approximately 102-foot bridge structure.
The NCDOT Hydraulics Unit has coordinated with the N.C. Floodplain Mapping Program and
has obtained a Conditional Letter of Map Revision (CLOMR) and will continue coordination to
insure approval of the subsequent final Letter of Map Revision (LOMR). The NCDOT Division
6 Construction Unit will submit sealed, as-built plans to the Hydraulics Unit upon project
completion, certifying that drainage structures and roadway embankment features that are
located within the 100-year floodplain were built as shown on construction plans, both
horizontally and vertically.
UTILITIES
There are expected to be no impacts to jurisdictional areas due to utility relocations. Any
utilities that require relocation shall be relocated aerially or by directional bore through non-
jurisdictional areas.
INDIRECT AND CUMULATIVE IMPACTS
The proposed project is not anticipated to change the type or extent of regional development on a
long-term basis. Indirect impacts in the immediate vicinity of the proposed project affecting
development in accordance with local land use planning and zoning are not anticipated. Induced
or secondary economic activity is the result of additional industries providing goods and services
to supply those industries primarily related to the project. The proposed project and other
projects in the area will ultimately contribute beneficia] cumulative effects by influencing a more
efficient regional, multi-modal transportation system.
Previous rail studies have discussed the potential for a passenger rail station in Pembroke;
however, no studies have been conducted, nor are any planned. Although the proposed
connector would contribute to cumulative effects in conjunction with a passenger rail station, in
the absence of any planning studies or funding, a passenger station in Pembroke is not currently
viewed as a reasonably foreseeable future action. Indirect and cumulative impacts are
discussed in greater detail in the FONSI signed on December 8, 2014.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the
list of Study Rivers (Public Law 90-542; U.S.C. 1271 et seq., as amended). The nearest
designated Wild and Scenic River, the Lumber River, is located approximately 6.2 miles
downstream of the proposed project.

Mr. Mason Herndon
Page 14 of 15
MITIGATION
Individual Permit Application
TIP P-4900 A and B, Robeson County
The Rail Division is committed to incorporating all reasonable and practicable design features to
avoid and minimize stream and wetland impacts, and to provide full compensatory mitigation of
all remaining, unavoidable jurisdictional area impacts. Avoidance measures were taken during
planning wherever possible. Additional avoidance measures will be taken to insure that all
streams and wetlands in the vicinity that are not affected by the project will be protected from
unnecessary encroachment. No staging of construction equipment or storage of construction
supplies will be allowed in wetlands or near surface waters. Careful containment of toxic or
hazardous materials near streams and wetlands, and employment of strict erosion control
procedures will be utilized to avoid additional impacts to jurisdictional areas. This project has
been designed to avoid disturbance to aquatic life movements and all practicable measures to
maintain aquatic life movement and habitat will be employed for the life of the project.
Due to the nature and location of the rail, some impacts to jurisdictional areas are unavoidable.
In these locations, measures to minimize impacts to jurisdictional areas have been incorporated
into the project design throughout the design process. These measures include the examination
of appropriate and practicable steps to reduce adverse impacts to jurisdictional resources such as
the reduction of roadway footprints and the reduction of fill slopes for rail bed construction. A
more detailed discussion of project alternative development is presented in the attached FONSI.
Site-specific avoidance and minimization measures are presented in the individual Permit Site
descriptions. Based upon correspondence with the USACE and NCDWR, mitigation is proposed
at a 1:1 ratio for impacts to intermittent streams and a 2:1 ratio for perennial streams and
jurisdictional wetlands. Proposed mitigation ratios and the resulting mitigation requirements are
presented in Tables 2a and 2b.
Compensatory mitigation for this project is anticipated from warm-water stream and riparian
wetland mitigation credits from the NCEEP. Based upon agreements stipulated in the
"Memorandum of Agreement Among the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the United States
Army Corps of Engineers, Wilmington District" (MOA), it is understood that the NCEEP will
assume responsibility for satisfying the remainder of Clean Water Act compensatory mitigation
requirements for this project (600 warm-water stream mitigation credits and 4.38 riparian
wetland credits). The offsetting mitigation provided by the NCEEP will derive from an
inventory of assets already in existence within USGS HU 03040203. A Mitigation Acceptance
Letter from the NCEEP, dated January 13, 2015, is attached.

Mr. Mason Herndon
Page 15 of 15
Individual Permit Application
TIP P-4900 A and B, Robeson County
Again, the Rail Division is requesting authorization for Section 404 jurisdictional area impacts
associated with the railroad improvements component of this project, along with the associated
NCDWR Water Quality Certification. The Rail Division is also requesting approval of the
Preliminary Jurisdictional Determination submitted for this project in conjunction with the
requested permits. Thank you far your time and consideration of this important project. If you
have any questions regarding this request, please contact the Project Manager, Mr. James
Bridges, at 919-707-4716 ar at ifbridges(a�ncdot.gov.
Sincerely,
I 1�... �..
Marc L. Hamel
Rail Project Development Manager
NCDOT Rail Division
Cc. Mason Herndon, NC Division of Water Resources
James Bridges, Jr., P.E., C.P.M., NCDOT Rail Division
Brad Smythe, P.E., NCDOT Rail Division
Scott Davis, Axiom Environmental, Inc.

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
EXPIRES: 28 FEBRUARY 2013
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Marc Middle -L. Last - Hamel First - Scott Middle -G. Last - Davis
Company - NC Department of Transportation, Rail Division Company - Axiom Environmental, Inc.
E-mail Address -mhamel @ncdot.gov E-mail Address [e-mail]
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 1553 Mail Service Center Address- 218 Snow Avenue
City - Raleigh State - NC Zip - 27699 Country -USA City - Raleigh State - NC Zip - 27603 Country -USA
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
�a �919� �0�-4�os �9i9� �is-6sgo �a �9i9� 696-3o4s nia
STATEMENT OF AUTHORIZATION
11. I hereby authorize, Axiom Environmental staff to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
P-4900A,D Pembroke Rail Connector
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Bear Swamp Address n/a
15. LOCATION OF PROJECT
Latitude: �N 34.680952 Longitude: �W -79.175585 City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID NCDOT Right-of-way Municipality Pembrol<e, NC
Section - -- Township - Pembroke Range - --
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

7. DIRECTIONS TO THE SITE
'rom points north, south, and east of the Town of Pembroke, travel on Interstate 95 to Exit 17 and exit onto NC72/NC711 (South Caton
:oad). Turn right onto NC72/NC7ll and travel northwest for approximately 10.1 miles to Union Chapel Road (SR 1563) in the Town of
'embroke. Turn right and travel approximately 09 mile to the proposed crossing of the Rail over Union Chapel Road.
points west of the Town of Pembroke, travel east on Interstate 74 to Exit 200 and exit onto NC710. Turn left and travel north for
ximately 4.9 miles to Union Chapel Road in the Town of Pembroke. Turn left and travel approximately 0.9 mile to the proposed
ng of the Rail over Union Chapel Road.
18. Nature of Activity (Description of project, include all features)
The proposed project will involve the preparation for and installation of approximately 2.4 miles of connector track, including a grade-
separated crossing at Union Chapel Road; and the relocation of the existing Jones Road at-grade crossing to eliminate the existing sharp
turn adjacent to the rail crossing. Please see the attached letter.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of this project is to provide efficient movemenY of equipment, supplies, and personnel between the CSX Milan Yard, military
facilities at Fort Bragg (Honeycutt Marshalling Yard, Fort Junction), and port faciliries at the North Carolina State Port at Wilmington and
the Military Ocean Terminal at Sunny Point (MOTSU). Currently, a train movement between Wilmington and Fayetteville has to pass
through Pembroke, turn at the siding at Wilkes or the yard at Hamlet and reYurn through Pembroke a second time to access the connection
in the northwest quadrant of the existing at-grade diamond crossing. This maneuver requires crossing of ten at-grade crossings twice each.
The proposed project would bypass these at-grade crossings, which would reduce the exposure of vehicular traffic to rail traffic, maximize
efficiency, minimize inconvenience to cirizens and motorisYs, and reduce negative air quality effects produced by idling vehicles while
reducing the number of freight trains traveling through downtown Pembroke and improving the routing of freight trains between
Wilmington and points north. Please see the attached letter.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Please see the attached letter.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Please see attached letter.
22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 2.19 acres of permanent impacts to jurisdictional wetland areas
or
Linear Feet 423 linear feet of permanent impacts to jurisdictional streams
23. Description of Avoidance, Minimization, and Compensation (see instructions)
In general, the location of the proposed Rail Connector alignment has been situated just above the outer edge of the Bear Swamp floodplain
in order to avoid as many jurisdictional areas as possible while also minimizing the impact on adjacent farmland. Fill slopes have been
steepened in areas where stability is not a concern, and Bear Swamp is being crossed by a bridge structure rather than an extension of the
double box culverts currently in service under the existing rail. Please see the attached letter.
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? �Yes �No IF YES, DESCRIBE THE COMPLETED WORK
n/a
� 25. Addresses of Adjoining Property Owners, Lessees, EtC., WhOS2 PPOp21'ty Ad)OiIIS the WBtel'bOdY (if more than can be entered here, please attach a supplemental list).
� a. Address- please see attached list
City -
b. Address-
City -
c. Address-
City -
d. Address-
City -
e. Address-
City -
State - Zip -
State - Zip -
State - Zip -
State - Zip -
State - Zip -
List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
WA FONSI P-4900 2014-03-27 2014-12-08
EEP Mitigation acceptance P4900STR-RW-LU03 2015-01-12 2015-01-13
' Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMBAPPROVAL NO. 0710-0003
EXPIRES: 28 FEBRUARY 2013
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this 6urden estimate or any other aspect of the collection of information, including suggestions for reducing this burdeq to Departmeni of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the OfTce of Management and
Budget, Papeiwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other pmvision of law, no person shall be
subject to any penalry for �ailing to comply with a coilection of information if it does not display a currentty valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the Disirict Engineer having jurisdiction over the loration of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and SancWaries
Act, Section 103, 33 USC 1473; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320332. Principal Purpose: Information provided on
lhis form will be used in evaluating the application for a permit. Rouline Uses: This information may be shared with the Department of Justice and other
federal, state, and local govemment agencies, and ihe public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if intormation is not provided ihe permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show ihe location and characler of the proposed activity must be attached to this application (see
sample drawings and/or instmctions) and be submitted to the District Engineer having jurisdiction over the lacation of the proposed activity. An application
that is not completed in full will be returned.
�ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
QTEMS BELOW T0 BE FILLED BYAPPLICANTJ
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First-Marc Middle-L. Last-I-Iamel First-Scott Middle-G. Last-Davis
Company - NC Department of Transportalion, Rail Division Company - Axiom Environmental, lnc.
E-mail Address -mhamel (aJncdot.gov E-mail Address [e-mail]
6. APPLICANT'SADDRESS: 9. AGENT'SADDRESS:
Address- 1553 Mai] Service Center Address- 218 Snow Avenue
Ciry- Raleigh State-NC Zip-27699 Country-USA City- Raleigh State-NC Zip-27603 CouMry-USA
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
,�a �9i9��o�-a�os ��i9��is-6sso ,�a �9i9�696-3oas »ia
STATEMENT OF AUTHORIZATION
11. I hereby authorize, Axiom Environmental slaff to ad in my behalf as m agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit �'cation.
w�a� , � �4 Zt��,�
SIGNATUREOFA P CANT ATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTNITY
12. PROJECT NAME OR TITLE (see instrudions)
P-4900A,D Pembroke Rai] Connector
13. NAME OF WATERBODY, IF KNOWN (if applica6le) 14. PROJECT STREETADDRESS (if applicable)
Bear Swamp Address n/a
15. LOCATION OF PROJECT
LatiWde: �N 34.680952 LongiWde: �W -79.175585 City - State- Zip-
i6. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID NCDOT RighUOf-way Municipality Pembroke, NC
Section - -- Township - Pembroke Range - --
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

7. �IFiECTIdNS Sb THE SITE
"rorri poinls n�rth, south, 3nd c��sl of ihc To�4�r7 �f Pcrubrakc, tra�;�cl on Intcrsttalc �15 to Exit 17 and cxit onfo 1`�IC7?+'NC71 l(5outli Calon
:or�d). Ttirn righl onlo NC72JNC71 l arnd travcl north«•csi f�or approxiniatcfy 1 t1.1 milcs ta Uruon Chapcl Rt�ad (5R 1563) in t�ic To�rn oi
'embroke. Tuni ri�lrt ��rtd tr���el approxiniately [}.t.� n�ile to tlie proposed crossing ofthe Rail oyer Union Chapel Road.
poinls v��cst of thc Tcawri of Pc�nbrokc, tra��cl cast ort Ir�icrstatc 74 tQ Exit 2�J(1 �nd cxil onto N{C71[}. Tur�� lcfl ac�d tra�rc� t�ori�� for
xitnatcly 4.9 n�ilcs io Ut�ion Ct�apcl Ra�d in thc To��•n of Pc�ribrakc. TYirn lc£t and ira�•cl approxicnalcly @.9 tnile la ilic proposed
ng af the �t�il ot�er Union Ch��pel Road.
18. Nature af Activity (Description of project, include al[ featuresj
The propose� prQject ���ill in��al��e the pceparatio�i for and iFistzillation of �ipproxiil�4ately 2.4 �niles of cannectar track, lI1CIllL�ildFt', a grade-
sep�trated crossin� at Union Cliapel Ros�d; a��d tl�e reloc�itian of tlye existbng Ja�ies Raad at-grade crossi�i� to eli�ni���ite the existing s��arp
iurn adjaccnt ta lhc rail crassing. Plcasc scc �}�c �uac}icd lcttcr.
19. Projecf Purpose (�escribe the reason or purpose �f the prfljeet, see instructionsj
Tl�c purpasc of tliis prajcc� is �c� pro.•ide cff�ciciit ri7ovci�icnt otcc�iiip���cnt, $upplics, ��iid persoymGl bctwc�t� ihc CSX Mdlan Yard, milit��ry
iacilitics at Fprt �r��,� (Hon�ycull M��rsl�allin� Yard. Fort Junctiot�), and p[�rt taeilitics at tl�c Norlh Carolina 5c�tc P[�rt �t Wilmingian and
the Military Oce�n Terminal at Siuiny� Poi�it (MOTSU). Currei�tly, a tra�n mo�eiaient bet�,��een Wilmingt�n and F��yette��ille 2ias to pass
throuL„li Pen�broke, tuni �}t tt7e sidin�; �it l�jillces oc tiie yard at Hamle¢ �uid ret�irn il�rou�„h Pembrake �� second tii�ie to access tl�e connectiai�
in lhc north���csl c�uadr�nl of thc cxistin� zt-gradc diamoiid crossing. �l}i� �riancuvcr rcc�uires crcassing of icrn ai-grade crasssn�s twicc cach.
Thc prrspascd prajcct vi•ould bypass tlicsc �c-grade crassin�s, wtaicl� wo�ild reducc tlic cxposurc af vehicular traf[ic ta rai! trnfric, maxitr�irc
ef�cienc}�, minimize incon��enience to citice�is and motorists, and reduce ne�atiti�e air quality efi"eczs produced by idlin� �ehicles �vhile
reducing ihe number of freiE„ht tr��ins tr�i�•eling tlu-oii��i� ao����ce���n Peanbroke and iiaiproaing the routing of freight tr��isis betw�een
Wil�nin�ton and poivis nc�rth. Plc�3sc sec the �jtt��ched lcticr.
USE BL�CKS 20-23 IF DREDGED AMDlOR FILL MATERIAL IS TO BE DISC�IARGE@
2�. Reason[s} #or Discharge
Ple��se sec tlie att��ched letter.
71. Type{s} of Material Being ❑ischarged and the Arna�ant af Eac� Type in Gul�ic Yards�
Type Type Type
Amaunt in Cubic Yards Amaunt in Cubic Yards Amouna in Cubic Yards
Flcasc scc attacl�cd lcticr.
22. SurFace Area in Acres ot Wetlands or Othee Waters Fil{ed (see instnuclio�sj
Acres 2.19 acres of permanent ianpacts to.jurisdictiontrl s��etland areas
4f
�inear Feet 4Z3 line�r feet af �ercnanent impacts to j�u-isdictional streanis
23. �escription of Avoidance, Minimizatian, and Compensation {see instructivns}
in general, the location of the proposed Raii Coimectar alignmeiyt has �een siniated just abffti�e the outer ed�,e of the Be��- 5�����np floodpIain
in ordcr to a�oid as many jurisdiciifln��l �r�as as possiblc r4l�ilc also i�iinimiiing tl�c i�np�tcl orj �dj�jccnt fannlac�d. Fil! s�opes liave bccti
stccpcncd iri arcas ���licre stability is s�ot a car�ccrr�, �rad Bcar Swamp is bcing crosscd by a l�rid�c structtzrc rathcr tlian �ir� cxtc�isiflr7 of tlYc
double box cul�rerts currenzly in service under tl�e existii�g rail. Flease see the attached letter.
ENG FORM 4345, OCT 2l1?2 Page 2 of 3

_ _
24. Is Any Portion of ihe Work Already Complete? �Yes QNO IF YES, DESCRIBE THE COMPLETED WORK
n/a
_
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more man �n be entered hee, please aita�n a supplememai iisp.
a. Address- please see altached list
City -
b. Address-
City -
c.Atldress-
City -
d.Address-
City-
e.Address-
City-
Siate -
State -
State -
State -
State -
Zip -
Zip -
Zip -
Zip -
Zip -
List of Other Cedifcates or ApprovalslDenials received from other Pederal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
�VA FONSI P-4900 2014-03-27 2014-12-08
EEP Mitigation acwptance P4900STR-RW-LU03 2015-01-12 2015-01-13
' Would include but is not restricted lo zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work descrihed in this application. I certily ihat this informalion in ihis application is
complete and accurate. I further certify that possess the authoriry to undertake the work described herein or am acting as ihe duly authorized agent of the
applicant.
l � � S
SI NATURE APPL A D E SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fctitious or
fraudulent statements or entry, shall be fned not more than $10,000 or imprisoned not more than fve years or both.
onu rvran afa�� vc� �orz Page 3 of 3

P-4900 Pembroke Connector Individual Permit Application
ENG 4345 Form, Section 25. Addresses of Adjoining Property Owners, Lessees, Etc. Whose
Property Adjoins the Waterbody
Property Owner/Address Parcel Number Railroad Roadway
Indicated on Plan Sheet Plan Sheet
Plan Sheets Number Number
ADOLPH L DIAL ENTERPRISES, 1NC.
C/O MARY CAPLE 11 9, 10 --
765 HERON RIDGE ROAD
WINSTON SALEM, NC 27106
BRUCE BRAYBOY
PO BOX 3234 16 -- 6
PEMBROKE, NC 28372
DANNY BULLARD
944 JONES RD 15 11, 12 5
PEMBROKE, NC 28372
CECIL & FRANCES BUTLER
PO BOX 969 6 7 --
PEMBROKE, NC 28372
JERRY DEAN CUMMINGS
616 LTNION CHAPEL RD 18 -- 6
PEMBROKE, NC 28372
EUPHORIA, LTD & ET ALS
PO BOX 831 7 7, 8 --
RED SPRINGS, NC 28377
MARY PAUL FRECHETTE
EDITH ANN PAUL 9 8, 9 --
1665 LAKESHORE DR
MT DORA, FL 32757
ETHA HARRIS HEIRS
C/O GLORIA H BOWEN 3 6 4
PO BOX 1802
PEMBROKE, NC 28372
JOHN ROBERT JONES FAMILY TRUST
C/O SYBIL BULLARD 14 10, 11 5
1108 DANIEL MCLEOD RD
RED SPRINGS, NC 28377
JOSEPH & SHIRLEY LOCKLEAR
PO BOX 863 2, 8, 10 5, 6, 8, 9 4
PEMBROKE, NC 28372
SAMUEL R LOCKLEAR
PO BOX 1028 4 6, 7 4
PEMBROKE, NC 28372
DORIS JONES LOCKLEAR
38 POINTE TERRACE SE 13 10 --
ATLANTA, GA 30339-5777

TINA JONES & CARL RICKY LOCKLEAR
PO BOX 1445 12 10 --
PEMBROKE, NC 28372
CHARLES A & SHELIA MAYNOR
8858 N C HWY 72 W 5 6, 7 4
PEMBROKE, NC 28372
JAMES & LINDA SAMPSON
715E3RDST 1 -- 4,5
PEMBROKE, NC 28372
JOSEPH WAYNE OXENDINE, JR.
853 JOSEPH DRIVE 17 -- 5
PEMBROKE, NC 28372

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H
i hwa North Carolina Department of Transportation
�StoPCYlwc'3ter �+��
�.�_.,� Highway Stormwater Program ..1��„''
STORMWATER MANAGEMENT PLAN _
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 41099.1.S3 / 41099. TIP No.: P-4900A/B Count (ies): Robeson Pa e 1 of 2
General Project Information
WBS Element: 41099.1.S3 / 41099.1.S3 TIP Number: P-4900A/B Pro'ect T e: New Location Date: 12/15/2014
NCDOT Contact: James F. Bridges Jr. PE Contractor / Designer: HNTB North Carolina, P.C. / John F. Watson, PE
Address: NC Rail Division Address: 343 E. Six Forks Road, Suite 200
862 Capital Blvd. Raleigh, NC 27609
Ralei h, NC 27603
Phone: [phone] Phone: [phone]
Email: fbrid es@ncdot. ov Email: '[e-mail]
City/Town: Pembroke County(ies): Robeson
River Basin(s : Lumber CAMA Count ? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Project Length (lin. miles or feet): 2.40 Surrounding Land Use: Rural Agriculture
Pro osed Pro'ect Existin Site
Project Built-Upon Area (ac.) 41.5 ac. N/A ac.
Typical Cross Section Description: Single track Rail Line with Boulevard Ditches N/A
Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: Existing: N/A Year:
General Project Narrative: The project P-4900A involves the construction of the Pembroke Connector between the CSX A-Line and SE-Line and P-4900B involves realignment of SR 1571 (Jones Rd.)
(Description of Minimization of Water outside of Pembroke, NC. P-4900A involves two major structures, one bridge over Union Chapel Rd. and one over Bear Swamp. The Bear Swamp Bridge consists of 2@ 55'-
�uality Impacts) 0" 4'-6" pre-stressed box girder units 20' wide with a trestle bent in the center. The bridge is designed with 6" scuppers in the rail that are placed at 6' intervals these scuppers
discharge into the surface water or onto the spill through abutments. Also on this project is a 2@ 7' x 6' RCBC and concrete pipes of varying sizes. The railroad bed will consists
of mainly 3:1 fill slopes with 3' boulevard ditches left and right for the majority of the project.
The P-49006 project realigns existing SR 1571 (Jones Rd) and consists of a 2- 12' lanes, 8' shoulders, and 'V' ditches with 4:1 front slopes and 3:1 backslopes.
All outlets into jurisdictional features were designed to minimize velocities into those features.
Waterbod Information
Surface Water Bod (1): Bear Swam NCDWR Stream Index No.: 14-9- 1.5
NCDWR Surface Water Classification for Water Body Primar Classification: Water Su ly IV (WS-IV)
Su lemental Classification: Swam Waters Sw
Other Stream Ciassification: None
Im airments: None
Threatened/Endangered Species? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Project Includes Bridge S anning Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No
Deck Drains Dischar e Over Water Bod ? Yes (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

..�,,.,, �> >
1 li};1 nvay North Carolina Department of Transportation ' L`�
Storm�vater ,�
,,,.,..,..� Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 41099.1.S3 / 41099. TIP No.: P-4900A/B County(ies): Robeson Page 2 of 2
Additional Waterbod Information
Surface Water Body (2): Watering Hole Swamp NCDWR Stream Index No.: 14-9-2
NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I IV WS-IV
Supplemental Classification: Swam Waters (Sw)
Other Stream Ciassification: None
Impairments: None
Threatened/Endan ered S ecies? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

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BEGIN BRIDGE
-L- STA. 38+26.84
-L-
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-L- STA. 9+00.00
BEGIN BRIDGE
-L- STA. 21+51.24
END BRIDGE
-L- STA. 22+62.90
SITE 1
BEAR SWAMP
! 'Y�-
(UNION
CHAPELRD)
SITE 3
\ _ : �;
� � � J1,1L'e �/O � b "� r�d 1L� 1L' 11 I1 � d 711L, � _i_e � �� �
����G 1L �4��� �� �Y ����A\
ROBES01� COUI�TY
LOCATI0111: RAILROAD BYPASS OF PEMBROKE
TYPE OF WORK: RAILROAD �ZOADBED, GRADI11tG, DRAI11tAGE, STRUCTURES
WETLAII tD A1�D S TREAM IMPA CTS
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RCBC CULVERT PROPOSED CONNECTION TRACK -L-
-L- STA. 55+31.95
SITE 4 SITE 5
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j � � �� �'� � END BRIDGE
- ,.i ��` ,'� � � -L- STA. 39+58.55
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BEGIN CONSTRUCTION
-Y2- STA. 22+00.00
SITE 6
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END CONSTRUCT�ON
� NES R�
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END CONSTRUCTION
-Y3- STA. 11+50.00
.�p�uMg���oN ��3�
CSXT'SE' LINE
-Y5-
SITE 7 ��]E�,�1�1[����� 1�1��i�T�
ID�6 N�T USE F�R C�NSTRUCTI�N
SUBMITTAL: PRE—I00%
DATE: DECEMBER 15, 2014
GRAPHIC SCALES PROJECT LENGTH Preparedintheofficeof: RAILENGINEER HYDRAULICS �� x����
�INTB HNTB NORTH CAROLINA, P.C. ENGINEER y� �"� ID
343 E. Six Forks Road, Suite 200 �a�° `���
LENGTHOFRAILTIPPROJECT 2.358MILES Raleigh, Nortn caro�ina z�sos �
50 0 50 100 Nc ��cense No: c-issa �I
LENGTH OF STRUCTURES TIP PROJECT 0.047 MILES °
. 20125TANDAROSPEGFICATIONS COREY VERNIER, P.E. � ��
PLAN TOTAL LENGTH OF RAIL TIP PROJECT 2.405 MILES nn�z rxo�scr ExcixeER ��°�� ����
LENGTH OF ROADWAY PROJECT P-49006 = 0.473 ENRICO ROQUE, P.E. �� pW����
�JO O �JO �OO RIGHT OF WAY DATE. ROADWAY PROjECT DESIGN ENGINEER
TOTAL LENGTH OF ROADWAY PROJECT P-4900B=0.473 MAY 30, 2014 �c ���'��°�°a�N°� ��
DAVID HAWKINS, P.E. 'i°][8.�N51P�I8°ll°.s��°I�N
PROFILE (HORIZONTAL) sTa��TUaE Pao�ECT ENC�uEER � RAIL, DIVISI�N
LETTING DATE: JAMES BYRD, P.E.
10 0 10 20 NCDOT CONTACT: BRAD SMYTHE, P.E. APRIL 21, 2015 mnnn�cres rnoJECZ sxcrxEEn — IIDIE�IGN .�NpD C�N�°fl IBgT� T'd�N
NCDOT PROJF,CT MANAGF.R BRAD SMYTHE, P.E. p,E. P.E. `�,
P RO F I L E(V E RT I CAL ) NCDOT PROJECT MANAGER SlGNAT[IRE: SlGNAT[iRE:

DETAIL A
SPECIAL LATERAL BASE DITCH
( Not fo Scale)
/
Natural .� — Fill
�ro��d 3y �p 3�� siope
� Min. D=2.0 Ft.
B=3.0 Ff.
FROM -L- STA. 9+25 TO STA. 18+00 LT.
FROM -L- STA. 28+00 TO STA. 34+00 LT.
FROM -L- STA. 40+00 TO STA. 54+90 RT.
FROM -L- STA. 46+50 TO STA. 51+00 LT.
FROM -L- STA. 53+00 TO STA. 55+56 LT.
FROM -L- STA. 55+56 TO STA. 58+00 LT.
FROM -L- STA. 58+00 TO STA. 62+64 LT.
FROM -L- STA. 58+00 TO STA. 62+72 RT.
FROM -L- STA. 62+72 TO STA. 70+00 RT.
FROM -L- STA. 63+50 TO STA. 66+44 LT.
FROM -L- STA. 66+44 TO STA. 73+00 LT.
FROM -L- STA. 70+00 TO STA. 74+38 RT.
FROM -L- STA. 73+00 TO STA. 74+38 LT.
FROM -L- STA. 74+38 TO STA. 76+00 RT.
FROM -L- STA. 74+38 TO STA. 76+00 LT.
FROM -L- STA. 76+00 TO STA. 81+02 RT.
FROM -L- STA. 76+00 TO STA. 81+02 LT.
FROM -L- STA. 81+02 TO STA. 88+00 RT.
FROM -L- STA. 82+50 TO STA. 88+00 LT.
FROM -L- STA. 88+00 TO STA. 90+31 RT.
FROM -L- STA. 88+00 TO STA. 90+58 LT.
FROM -L- STA. 90+31 TO STA. 93+00 RT.
FROM -L- STA. 90+58 TO STA. 96+00 LT.
FROM -L- STA. 93+00 TO STA. 102+70 RT.
FROM -L- STA. 96+00 TO STA. 102+00 LT.
FROM -L- STA. 102 + 70 TO STA. 109 + 18 RT.
FROM -L- STA. 105+50 TO STA. 112+00 LT.
FROM -L- STA. 109+18 TO STA. 116+29 RT.
FROM -L- STA. 112+00 TO STA. 116+29 LT.
FROM -L- STA. 116+29 TO STA. 120+15 RT.
FROM -L- STA. 116+29 TO STA. 120+00 LT.
FROM -L- STA. 720+15 TO STA. 122+07 RT.
FROM -L- STA. 122+07 TO STA. 125+00 RT.
FROM -L- STA. 125+50 TO STA. 132+00 LT.
FROM -L- STA. 124+00 TO STA. 128+00 RT.
DETAIL F
STANDARD BASE DITCH
( Not to Scale)
Noturol Naturpl
Ground 3.� .3�:� Ground
d �
Geotextile— B Min.D= 2.0 Ft.
Max. d = 1.0 Ft.
6= 3.0 Ft.
"ype of Liner= CL I Rip—Rap
FROM -L- STA. 732+00 TO STA. 132+50 LT.
DETAIL I
PIPE OUTLET W/ DITCH
( No� ro s�oie�
NORM. WSEL
Natural Nafural
Ground ?y p �,'� Ground
d °
Geoterztile B
Min. D= VARIE$
•whe� B �s > 6.0' (To Top Of Bank)
Sfd. No. 876.01 Mox. d= 4.0 F}.
Type of Liner= CL I Rip—Rap B= VARIES
FROM STA. 62 + 60 TO STA. 62 + 76
FROM STA.90+14 TO STA.90+61
�
DETAIL B
SPECIAL LATERAL BASE DITCH
( No} }o Scale)
Natural Fiil
Ground 3�� 3�'� Slope
d �
�eofe.��ie I g
Min. D=2.OFt.
Max. d =1.OPt.
B = 2.OFt.
Type of Liner= CL I Rip-Rap
FROM -L- STA. 24+50 TO STA. 25+50 RT.
DETAIL D
TOE PROTECTION
� Not to Scale)
NATURAL �,
GROUND �
� � d
d=1A Ft. (MIN) FILL
b=2.0 Pt �MIN) SLOPE
Type of Liner= PSRM
FROM -L- STA. 55+25 TO STA. 57+00 RT.
FROM -L- STA. 20+50 TO STA. 21+00 RT.
FROM -L- STA. 23+12 TO STA. 24+50 RT.
DETAIL G
SPECIAL LATERAL BASE DITCH
(Notto Scale)
Natural .� � Fill
Ground �',qR � / Slope
� i u"
� Min. D=2.0 Ft.
8=3.0 Ft.
FROM -L- STA. 15+50 TO STA. 20+73 RT.
DETAIL J �No+to s�o�e�
____ _._._.
CULVERT CHANNEL IMPROVEMENTS
(UPSTREAM)
Coir Fiber Matting—. Step Channel
Nofive Materiol��l r(To be Excavated OuT
7:1 I of Native Soils)
Natural NORM. WSEL Natural
Ground - 3y � 3'� "" Ground
Class I Riprap —' � Class I
7.5' Min. �� I � � �� Riprap
I_'—�
ChannelBed
(Variable)
D= Varies
(To Top of Bank)
FROM STA.54+88 TO STA.55+31
DETAIL C
STANDARD BASE DITCH
( Notfo Scale)
Natural Natural
Ground 3.� ,j1� Ground
D
Min. D= 1.0 Ft. I g�
6= 3.0 Ft.
FROM STA. -L- 18+00 - 19+23 LT.
FROM STA. -L- 27+72 - 28+00 LT.
FROM STA. -L- 51 +00 - 51 +56 LT.
AT STA. -L- 66 + 44 LT.
AT STA. -L- 74 + 38 LT.
AT STA. -L- 81 + 02 LT.
FROM STA. -L- 82+30 - 82+50 LT.
FROM STA.-L- 102+00 - 102+46 LT.
AT STA. -L- 102 + 70 RT.
FROM STA. -L- 105+03 - 105+50 LT.
AT STA. -L- 116+29 LT.
AT STA.-L- 122+06 LT.
FROM STA.-L- 132+00 - 132+50 LT.
DETAIL E
SPECIAL LATERAL BASE DITCH
� Nof ro s�oie�
Natuml Fill
Ground �',qR �D /3'� Slope
�
� Min. D=2.0 Ft.
6=2.0 FT.
FROM -L- STA. 25+50 TO STA. 34+50 RT.
DETAIL H
SPECIAL LATERAL 'V' DITCH
( Nm ro Smle)
Nofuml � Fill
Ground ?.� �y�� Slope
D
1 Min. D= 1.0 Ft.
FROM STA.39+11.6 TO STA.40+69.19 LT
DETAIL K �No�,o s�a�e�
CULVERT CHANNEL IMPROVEMENTS
(DOWNSTREAM)
Goir Fiber Motting
NaTive Material � � Step Channel
1:1
Nat�ral NORM. WSEL Natural
Ground ' "'.�) � 3�� ` Ground
Class I Riprap � Class I
1.5' Min.{ I I� 7' Riprap
h --•1
Channel Bed
(Variable)
D= Varies
(To Top of Bank)
FROM STA.55+30 TO STA.55+66
�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
PROIECT REFERENCE NO. SHEET NO.
P-4900A 2B
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN �8� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
PERMIT DRAWINGS
SHEET 2 OF 25

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TO FAYETTEVILLE
3' BASE DITCH -
SLOPE = 0.4%
SEE DErAIL C
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�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
F F DENOTES FILL IN
WETLAND
�DENOTES EXCAVATION
IN WETLAND
�DENOTES MECHANIZED
CLEARING
�DENOTES HAND
CLEARING
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
(POND)
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P-4900A 5
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ENGINEER ENGINEER
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DATE: DECEMBER 15, 2014
LEGEND
F F DENOTES FILL IN
WETLAND
�DENOTES EXCAVATION
IN WETLAND
�DENOTES MECHANIZED
CLEARING
�DENOTES HAND
CLEARING
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
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TO LUMBERTON
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--
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PROIECT REFERENCE NO. SHEET NO.
P-4900A 5
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN��B� lE�]L.�1��
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TO FAYETTEVILLE
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�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
�� F DENOTES FILL IN
� WETLAND
'!/ DENOTES EXCAVATION
i` IN WETLAND
�DENOTES MECHANIZED
CLEARING
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CLEARING
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�� SURFACE WATER
���i!!<�� DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
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(POND)
PROIECT REFERENCE NO. SHEET NO.
P-4900A �
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
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DO NOT [rSE F CONSTRUCTION
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�I NTB NNTB NORTH CAROLtNA, P C PROIECT REFERENCE NO SHEET NO.
343 E. Six Forks Raad, Suire 200 p-q900A J
Raleigh, Norrh Carolina 27609
NC License No: C-I554 RMI SHEET NO.
. , - -, �i �� : �; R,4ILROAD DESIGN HYDRAUUCS
___ _.� D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER
- �
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1
PROFILE ALONG STRUCTURE PRO ECfTSITEIDURI�GCULV RTCONSTRUCTONSONCYMATERIA�HAT SEXCA ABED�ROM��DSTREAMBED
MAY BE USED TO LINE THE LOW FLOW CULVERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE
MATERIAL IN THE HIGH FLOW CULVERT BARREL. IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL,
NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE.
SI T E 3 NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
10 0 10 20 30 40 50 60 70 80 90 100 110 120 130
'�� 140 130 120 110 100 90 80 70 60 50 40 30 20
150

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SEE DETAIL l
EST 25 TONS
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BASE DITCH
SEE DETAIL A
TDE TDE TDE TDE E
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SEE DETAIL I
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�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
�� F DENOTES FILL IN
� WETLAND
'!/ DENOTES EXCAVATION
i` IN WETLAND
�DENOTES MECHANIZED
CLEARING
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(POND)
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-- - SEE DETAIL A
---TD � TDE TDE TDE TDE TDE� TDE
PROIECT REFERENCE NO. SHEET NO.
P-4900A 8
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN��B� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
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SHEET120F25
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�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
�� F DENOTES FILL IN
� WETLAND
�DENOTES EXCAVATION
IN WETLAND
�DENOTES MECHANIZED
CLEARING
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CLEARING
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�� SURFACE WATER
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(POND)
PROIECT REFERENCE NO. SHEET NO.
P-4900A 8
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN��B� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
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SHEET13 OF 25
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140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 PERMIT DRAWING
SHEET 14 OF 25
1"=20' HORIZONTAL , . : .
1"=4' VERTICAL - i_', _ I J
180 _ - � _j � _I- l.
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� 72 I� � GP ELEV = 170.73' � - - i-� � I � �
- SKEW = 90° �
_ L= 82' ,'� �'��� ,,'� �� ��� ','�� ��� � '� ','�� ��� ','�� ,,'�, � ',� � I�,��
_ � T/R ELEV 170.73
-.. . . . . j . .. .
. . . . . . . . . . . . . . ...... . .... . .. . . .. ...
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i _ �� '��'� '� �'� '�'� '� '�� ��'� '�� ��'�� '� � '� � '��'� �'� '�
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166 � -
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--- -- -- -- -- _ 3:1 (NORMAL) I � �_ � ---
--- ----- ---- - -- --- ---- ---
_
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164 _ _ - _ -- �--'-----
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EXISTING LEFT �
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, -__ �� �� � �_ ,
_ :: TOP OF BANK � � � � �- --i I -','-
162
: _.._. .._.._.._.._.._.._.__. _._. _. _.._.._.._,_.._.._.._._.._..__.._.
EXISTING RIGHT •-""�•� '�� ' � 100 YEAR W.S. ELEV. - 159.9
._, _. _.
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,.,-• _ -- - -
---
--- -------------
---------------
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180 ,, ,,., _------ �-
-------------
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,,• ----------------------''
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,..•• _ _ ____.---- r
-'�'� -�' EXISTING STREAM BED
-----------------
------------------
158 ---------------------------- � '�
,
. __------------
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156 ----
------� -
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� �� INVERT IN = 156.27' L-_— I I I
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_ ELEV. 155.78' —
�
�
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� 54 BURY INV. 0.6' MIN. _ ` � i
� .. = 55.2 � �n����� ��
_.__. .. _ -.__. _... .
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152 ;� - ��� , i� � � � '� � � � ', � ��'
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40 50 60 70 80 90 100 110 120 130
180
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174
172
170
168
166
164
162
180
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SEE DETAIL l � � -
EST 40 TONS
_ 3' SPECIAL LAT.
NO RlP RAP FlS TO BE I �-- '-' �-�_. BASE DITCH
PLACED lN STREAM BED �'',_ �� SEE DETAIL A
t ��� -- � � �
_� --- -- 1 � ----- -----------=--
HW � � � _ � T—
90+00
� � I
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�� —� — ---� ---
3' SPECIAL LAT.
BASE DITCH
SEE DETAIL
/%'
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HW
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DETAIL l
40 TONS
75 SYGF
IP RAP l5 TO BE
rD IN STREAM BED
; --��_�
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95+00
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-- r-----�----- �
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�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
�� F DENOTES FILL IN
� WETLAND
'!/ DENOTES EXCAVATION
i` IN WETLAND
�DENOTES MECHANIZED
CLEARING
� ��� DENOTES HAND
CLEARING
� DENOTES IMPACTS IN
�� SURFACE WATER
���i!!<�� DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
(POND)
TO LUMBERTON
PROIECT REFERENCE NO. SHEET NO.
P-4900A 70
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN �8� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
PERMIT DRAWINGS
SHEET16 OF25
� isc
_ i,,
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r � � � �� �� � O
--------- � ----------
---------- ----_ y��
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- 100+00 � �
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W Z
Z�
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.. -------------- - �v
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3' SPECIAL LAT.
BASE �ITCH
SEE DETAIL A
I -
i �
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140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120
1"=20' HORIZONTAL , . : .
1"=4' VERTICAL - i_', _ I J
_ - � _.-,
180 , . . , . . . . . . . . � �' =1 ��= l.
_ _.--- -- --- ----.. __ ..---. , : .- ------
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178 , ;
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176 , ; ': i - - -- - - - � -
r
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, _ . :........ ......... _...:.... ......... :..
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174 I � ;- ... - _ - -_ - �I- - -
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172 I � ��-I
-�:r = _ , , - i-�I , ,
- � -L- STA. 90+44.21 '-',_
-
- PROP. 60" RCP - _ __ '� '� '�
_ GP ELEV. = 169:14' i � ' �
� 7O = SKEW = 105° � -
� �
�
— _ ---- — - � = 80' i - � - �--�
'� — T/R ELEV 169.14 - - ' � � -
_ -� .�L j '� �i
- i
168 - ----'
- -
- - --- - - -- - - -___ ____ _--
i i�
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_ 3:1 (NORMAL) 3:1 (NORMAL)
1 _
66
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P-4900A -
� 3O PERMIT DRAWING
SHEET 17 OF 25
180
1�181L1LIIR1[1f1�'.s�lEB�' V�1L.�IV�
DO NOT [rSE FOR CONSTRUITION
178
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,
_ :; i _ -- -� � � � � � '' � I�� � I�� � ',� �'�I�� I, �'
164 - - _ _
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i I'r- 100 YEAR W.S. ELEV. = 162.2' � � �'� � �� �
, � � �� � � �
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. _ : - _ _ i _ �- rl —'-- =- — - '--- -,
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_ - ; ------------- _ -
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._.._.._� _.
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160 . .__„_..
EXISTING LEFT � �'� EXISTING STREAM BED
TOP OF BANK '._ -
. . . . . . . . .. .. .. . ."" .�.L ._. . . _ .__ "_��". . . '
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---------<.,_.:_. _:._"_�__----- .._.._.._._.._. _.._ .—.._.._.._ _.._. _.._.._.._. _. _ ''/ T � INVERT IN = 156.47' , � � � ' � � �
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156 -.._..___---�
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--- ------------------------ (BURY tNV. 1' MIN.) � , �
_
.._ ... . S c2.1375% �. �. �. . . ELEV. 155.69' ��� .. . I I I' ii i i i i i i i ��. i i iil ., i i i ii , I�
154 - �---
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_,. . .._.e. - .... . .. .. . . .i . .. ,. . . .g. i I .
i i ��i -- i INVERT OUT = 154.76� � i i i i i i i i�i i i i i i �i i�i i�i i i i i i i i i i i �i i i i i i i i i
� i i i i i i i ii i i i i i i i i i i i (BURY INV. 1' MIN.) i i i_ i i i �i
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176
174
172
170
168
166
164
162
160
158
156
154
152
150
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�I NTB NNTB NORTH CAROLtNA, P C PROIECT REFERENCE NO SHEET NO.
343 E. Six Forks Raad, Suire 200 p—q900A 71
Raleigh, Norrh Carolina 27609
NC License No: C—I554 RMI SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER
LEGEND
�� F DENOTES FILL IN
� WETLAND
%/ DENOTES EXCAVATION ���Il'��p� �� ��"���
IN WETLAND DO NOT [rSE F CONSTRUCTION
�DENOTES MECHANIZED
CLEARING
����!!///I DENOTES HAND PERMIT DRAWWGS
CLEARING SHEET18 OF25
� DENOTES IMPACTS IN
�� SURFACE WATER
���i!!<�� DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
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(POND)
-
-- TO LUMBERTON
—
--
_ _ �- sta.=ios+oz� — — — — —
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n� _
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-
v= 0.9 fVs SEE DETAIL C " A l H
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s 0.4% "' BASE DITCH 3'SPECIAL LAT.
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n= 0.055 = 51 �{5 ' -" SEE DETAIL A %?EMOVE�, SEE DETAIL A
3' SPECIAL LAT. Vo= 1.8 Ws ,. '" � � R R �JCTURf � ,- R TDE
�EE DETAIL A � � R � � - �
y � � � � �� � ----- O
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NOTE: 48" RCP l5 NOT BURIED 5/NCE
DRAINAGE FEATURE lS NOT JS
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38 SY � � �
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EST 66 TONS Z(n
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50 SYGF 1 � � � _ � � � � �1
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SITE 6 � 3'SPECIAL LAT.
BASE DITCH 3' SPECIAL LAT.
� p SEE DETAIL A BASE DITCN
� SEE DETAIL A
3' BASE DITCH
SLOPE = 4.5%
SEE DETAIL C
�
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3' SPECIAL LAT. yo \\
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SEE DETAIL A \ y
\ o\

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,�=�-
,
d /'
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Q,- 2.1 cfs
V 0.9 ft/s
d� 0.5 ft
Z s 0.4 %
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w 3' SPECIAL LAT. �
� ��EEEDETAIL A
O �
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\
�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
F F DENOTES FILL IN
WETLAND
�DENOTES EXCAVATION
IN WETLAND
�DENOTES MECHANIZED
CLEARING
�DENOTES HAND
CLEARING
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
(POND)
PROIECT REFERENCE NO. SHEET NO.
P-4900A 71
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN��B� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
PERMIT DRAWINGS
SHEET190F25
--� � ' ,60� ---- _
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ro P,�e�t��€a��a�+fFS-n�oRrti q�s` � �. ---- �� .S� - _ ;' d;�,-------- __ TO LUMBERTON
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_ - SLOPE = 0.40% ' ' ' 3' SPECIAL LAT. � �� _
` SEE DETAIL C �'� �� ;" 3' SPECIAL LAT. _
L- Sta. =102 +72.4 BASE DITCH es� �� S D� DITCH
-- -, SEE DETAIL A — REMOVE �'.
_ � �,
2"= 1 58 ��s � , STRUCTURE S A/ L A �,
R R R �- R �� r��
3' SPECIAL LAT
BASE DITCH
SEE DETAIL A
NOTE: 48" RCP l5 NOT BURIED 5/NCE
DRAINAGE FEATURE lS NOT JS
'l' RlP RAP
TONS ,
� 'l' RIP RAP
26 TONS
50 SYGF
� 1—
SITE
3' BASE DITCH
SLOPE = 4.5%
SEE DETAIL C
y � % �� ___,
-" � ���.-_ � - � � -----
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05+00��� 110+00 , `�� � 1I5+00 �I�
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CLASS 'f' RlP RAP �' R\ �1=
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R R _ R � — -------- Q
-- �
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1"=50'
3' SPECIAL LAT
BASE DITCH
SEE DETAIL A
o �
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3' SPECIAL LAT.
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■ � � � � I P-4900A -
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 PERMIT DRAWING
SHEET 20 OF 25
1"=20' HORIZONTAL , . : .
1"=4' VERTICAL �; _ �.
_ i . _-I � -I
174 ; ; : . . . . . _ - � '� _j 1 _ I, l '�-: 174
_ _.--- -- --- ----.. __ ..---. , : .- -------- ---- --------
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172 , ;
_.----- -- --- ---._. __ ..---..- - -------- ----.._.---_----. 172
- -1 _
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170 � ; � � - - - -- - - - _- - --- - - 170
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-- PROP. 48" RCP , I I 'I
� �
- -- - -- --- - -- I-- - - - - -- -- --
i
166 I� � LK 68E 90�165.51 _ _ i-� ' I
' i � T/R ELEV 165.51
_ , I' �
I ' i 166
_ � �
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162 � 162
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- i �� r '� � �''� '� � '� I' �' '� � � '� '� I' �''� '� � � I'� � '� I' � I'� '� � �''� '� I' � .
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--- -------- ------- -- ------ ------ ------ -- - - --- - ' t _ _ -J -,-� -' �- , ' � i
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158 ' i • '� � . ' �,�,� � I : 158
', _ � 100 YEAR W.S. ELEV. = 156.9' , , � , , _ .
-r
i �_ ,
_ -----_
,� � I I��
156 � i �� �� EXISTING GROUND 156
� �� ���� ���� i r �� �_� �� �' -�.- . ----
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- � � __ -
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i i�
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� _ .� .iili i �� �'� � —
154 ,, ,_ , : : . : . - - - � � r � _____----- 154
. - --- _._ _ _____ � �
� -------- ----- PROPOSED GRADING "�
--- --- - -
� ___-- � _
�-------------------------- ---- .
-- - - INVERT IN = 153.07'
152 ' 152
I _ '
_ i � � S =0.5300% • % � i i i % %
� � _ ._ - �
_- _r_-_ _
� � � � � � � INVERT OUT = 152.7T �--�-- � ELEV.� 152.87, � � � _ , � � � � �'� � ', ' ��� �
-
// �� ' I_r-� I. ��� �' 'I I I �� �� �','� �� ','� ��� � � ,
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�I NTB NNTB NORTH CAROLtNA, P C PROIECT REFERENCE NO SHEET NO.
343 E. S�x Forks Raad, Su�re 200 p_qgp08 RD-b
Raleigh, Norrh Carol�na 27609
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� � - � �'� T' �. . '9 �� 00 LT. � �ROM ' Y3 STA. 13+�00 TO STA 13+`74 lT. .
� ___
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O S lO PROJ. REFERENCE NO. $HEET NO.
. .. . . � P-4900B -
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 PERMIT DRAWING
SHEET 24 OF 25
1"=20' HORIZONTAL , . : .
1"=20' VERTICAL - i_ I J
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
ac ac ac ac ac ac ac ft ft ft
1 -L- 17+82 - 24+75 Road Bed / Brid e 1.06 0.20 0.15 0.03
2 -L- 26+95 - 27+75 Road Bed < 0.01 0.02
3 -L- 53+80 - 55+64 Road Bed / 2@ 7' X 6' RCBC 0.07 0.18 0.02 91
-L- 53+80 - 55+64 Bank Stabilization < 0.01 0.02 77 65
4 -L- 62+60 - 62+76 Road Bed / 42" RCP-V < 0.01 93
-L- 62+60 - 62+76 Bank Stabilization < 0.01 46 22
5 -L- 90+14 - 90+61 Road Bed / 60" RCP-V 0.01 82
-L- 90+14 - 90+61 Bank Stabilization < 0.01 43 22
6 -L- 102+03 - 104+98 Road Bed / 48" RCP-V 0.21 0.18 0.06
7 -Y2- 45+43 - 47+00 Road Bed 0.01 0.04
TOTALS': 1.36 0.56 0.26 0.03 0.06 432.00 109.00
'Rounded totals are sum of actual impacts
NOTES:
Isolated pond at -L- 56+25 LT is to be drained and filled.
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LOCATION: RAILROAD BYPASS OF PEMBROKE
TYPE OF WORK: RAILROAD ROADBED, GRADING, DRAINAGE, STRUCTURES
GRAPHIC SCALES PROJECT LENGTH Prepared in the Office ofi: RAIL ENGINEER HYDRAULICS
�� �����
HNTB NORTH CAROLI NA, P. C. ENGINEER �� �q
343 E. Six Forks Road, Suite 200 ��' ��
50 0 50 100 Raleigh, North Carolina 27609 � ��
LENGTH OF RAIL TIP PROJECT 2.359 MILES N � � i c e n s e N o: C- 1 5 5 4
,,�0���, CA R p� ��� ,,������, CA R p! j�� � �
2012STANDARDSPECIFICATIONS COREYVERNIER, P.E. `������:OF�SS/��;y9�'�.� �.����:'FESS/�':;y9����� � �
PLAN LENGTH OF STRUCTURES TIP PROJECT 0.046 MILES ��L PROJECT ENGINEER =.' �� SEAL 9��: " ';� ��o SEAL N9l �; " ��� �� g��������
ENRICO ROQUE, P.E. ; �; 037992 � ; : : 15764 : :
50 0 50 100 TOTAL LENGTH OF RAIL TIP PROJECT 2.405 MILES RIGHT OF WAY DATE. ROADWAY PROJECT DESIGN ENGINEER :�' � '�' '' ''
� � '•• FN �.��' �``•� '• ' ' NC �]E]f�A][$7CI+'�]EN7C �]F
MAY 30, 2014 DAV I D HAW K I N S P. E. '�,,�F ••. � I NE .����,• �,� ✓q F'y� I NE�'.��0,���'� �]��NS][��I�7CA7CI�N
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P RO F I L E( H O R I ZO N TAL ) STRUCTURE PROJECT ENGINEER �T
RAIL DIVISI
AME BYRD P.E. ���1 "
10 0 10 2o LETTING DATE: � S ,
NCDOT CONTACT: BRAD SMYTHE, P.E. APRIL 21, 2015 HYDRAULICS PROJECT ENGINEER �]ESIGN �NID C�NS�CI�UC�CI�N
NCDOT PROJECT MANAGER BRAD SMYTHE, P.E. `�,
P RO F I L E(V E RT I CAL ) NCDOT PROJECT MANAGER SIGNATURE: P E SIGNATURE: P E

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BO UNDARIES AND PROPERTY:
StateLine ---------------------------------------------------------------------
CountyLine -------------------------------------------------------------------- ---
TownshipLine --------------------------------------------------------------- --�
CityLine ---------------------------------------------------------------------
ReservationLine �---------------------------------------------------------- -
PropertyLine -----------------------------------------------------------------
ExistingIron Pin �----------------------------------------------------------
PropertyCorner ------------------------------------------------------------
Property Monument -----------------------------------------------------
Parcel/Sequence Number -----------------------------------------
ExistingFence Line ------------------------------------------------------x
Proposed Woven Wire Fence ---------------------------------
Proposed Chain Link Fence ---------------------------------
Proposed Barbed Wire Fence ---------------------------------
Existing Wetland Boundary ---------------------------------- - -
Proposed Wetland Boundary ---------------------------------
Existing Endangered Animal Boundary -----------------
Existing Endangered Plant Boundary ---------------------
B UILDINGS AND OTHER CULT URE:
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ECM
123
-x x-
WLB — — — —
WLB
EAB
EPB
Gas Pump Vent or U/G Tank Cap -�-------------------- O
Sign.................................................................................. �
Well.................................................................................. o
SmallMine ..................................................................... ,�,
Foundation..................................................................... 0
AreaOutline ................................................................
Cemetery..................................................................... t
Building............................................................................
School............................................................................ �
Church............................................................................ �
Dam..................................................................................
HYDROLOGY:
Stream or Body of Water --------------------------------------- --- ---
Hydro, Pool or Reservoir ........................................... �--- J
Jurisdictional Stream ------------------------------------------------ �S —
BufferZone 1 ------------------------------------------------------------ Bz �
BufferZone 2------------------------------------------------------------ Bz 2
F ow Arrow------------------------------------------------------------------�---
---
Disappearing Stream -----------------------------------------------�--- ---
Spring----------------------------------------------------------------------------- c�--._�.-.�
Wetland�---------------------------------------------------------------------- � � �
Proposed Lateral, Tail, Head Ditch �---------------------
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FalseSump ------------------------------------------------------------------
RIGHT OF WAY:
Baseline Control Point ------------------------------------------ �
Existing Right of Way Marker ------------------------------- �
Existing Right of Way Line �-----��-----���-----��-�-��--�
Proposed Right of Way Line ------------------------------- R
Proposed Right of Way Line with ____ _ ___ _ ____ _ _ _ _ R
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite Marker -------------------------
Existing Control of Access '��
.................................... \ -'��
Proposed Control of Access ------------------------------------ �
Existing Easement Line ------------------------------------ E
Proposed Temporary Construction Easement -- E
Proposed Temporary Drainage Easement --------- -r�E
Proposed Permanent Drainage Easement --------- P�E
Proposed Permanent Drainage / Utility Easement �uE
Proposed Permanent Utility Easement ---------------- PuE
Proposed Temporary Utility Easement ---------------- -ruE
Proposed Permanent Easement with
Iron Pin and Cap Marker --------���-�����------ 0
ROADS AND RELATED FEAT URES:
Existing Edge of Pavement-------------------------------------- —
ExistingCurb -------------------------------------------------------------
Proposed Slope Stakes Cut ---------------------------------- --- �---
Proposed Slope Stakes Fill ------------------------------------
Proposed Wheel Chair Ramp -------------------------------- cR
Existing Metal Guardrail ------------------------------------------ T T T
Proposed Guardrail -------------------------------------------------- T T T T
Existing Cable Guiderail -------------------------------------- � n n
Proposed Cable Guiderail -------------------------------------- � n n �
Pavement Removal ----------------------------------------------------
VEGETATION:
SingleTree ------------------------------------------------------------------ �3
SingleShrub ------------------------------------------------------------------ �
Hedge------------------------------------------------------------------------------
WoodsLine ------------------------------------------------------------------
Orchard--------------------------------------------------------------------------- � � � �
Vineyar ---------------------------------------------------------------------------
Vineyard
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
EXISTING STR UCT URES:
MAJ O R:
Bridge, Tunnel or Box Culvert ------------------------------- �oN�
Bridge Wing Wall, Head Wall and End Wall --- � �oN� WW �
MINOR:
Head and End Wall ----------------------------------------------- coNC Hw
PipeCulvert --------------------------------------------------------------
Footbridge------------------------------------------------------------------- �-----------<
Drainage Box: Catch Basin, DI or JB ------------------ ❑�B
Paved Ditch Gutter --------------------------------------------------
Storm Sewer Manhole ------------------------------------------ OO
StormSewer ------------------------------------------------------------ s
UTILI TIES:
POWER:
Existing Power Pole --------------------------------------------------- i
Proposed Power Pole ------------------------------------------------ b
Existing Joint Use Pole --------------------------------------------- -�-
Proposed Joint Use Pole �----------------------------------�------ �
PowerManhole ---------------------------------------------------------- O
Power Line Tower ------------------------------------------------------ �
Power Transformer ---------------------------------------------------- �
U/G Power Cable Hand Hole ------------------------------ "H
H-Frame Pole ------------------------------------------------------------ �•
Recorded U/G Power Line -------------------------------------- P
Designated U/G Power Line (S.U.E.*) -------------- - - - -P- - - -
TELEPHONE:
Existing Telephone Pole ----------------------------------------- -�-
Proposed Telephone Pole ------------------------------------- �
Telephone Manhole ..------------------------------------------------- O
TelephoneBooth ------------------------------------------------------- �
Telephone Pedestal -------------------------------------------------- �
Telephone Cell Tower ---------------------------------------------- �
U/G Telephone Cable Hand Hole -------------�------ "H
Recorded U/G Telephone Cable ------------------------ T
Designated U/G Telephone Cable (S.U.E.*) ---- - - - -T- - - -
Recorded U/G Telephone Conduit ----------------- T�
Designated U/G Telephone Conduit (S.U.E.*j-- - - - -T�- - - -
Recorded U/G Fiber Optics Cable ---------------------- T Fo
Designated U/G Fiber Optics Cable (S.U.E.*j — — — —T FO— — — -
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
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DO NOT USE F
WATE R:
WaterManhole -----------------------------------------------------------
WaterMeter -----------------------------------------------------------------
WaterValve -----------------------------------------------------------------
WaterHydrant -------------------------------------------------------------
Recorded U/G Water Line -------------------------------------
Designated U/G Water Line (S.U.E.*}-----------------
Above Ground Water Line ------------------------------------
�:
SHEET NO.
1B
HYDRAULICS
ENGINEER
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CONSTRUCTION
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A/G Water
TV Satellite Dish -------------------------------------------------------- C�
TVPedestal ----------------------------------------------------------------- ❑c
TVTower ---------------------------------------------------------------------- �
U/G TV Cable Hand Hole ------------------------------------ "H
Recorded U/G TV Cable --------------------------------------- T�
Desi nated U/G TV Cable S.U.E.* ----T�- ---
J � )-------------------
Recorded U/G Fiber Optic Cable ----------------------- T� F°
Designated U/G Fiber Optic Cable (S.U.E.*)---- ----T� Fo- --
GAS :
GasValve ------------------------------------------------------------------- �
GasMeter ------------------------------------------------------------------- �
Recorded U/G Gas Line ---------------------------------------- �
Desi nated U/G Gas Line S.U.E.* ----�- ---
9 � )---------------------
Above Ground Gas Line A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole --------------------------------------- OO
Sanitary Sewer Cleanout --------------------------------------- 0
U/G Sanitary Sewer Line --------------------------------------- SS
Above Ground Sanitary Sewer -------------------------- A�� Sanitary Sewer
Recorded SS Forced Main Line---------------------------- FSS
Designated SS Forced Main Line (S.U.E.*) �---- - - - -FSS- - - -
MISCELLANEOUS:
UtilityPole �-------------------------------------------------------------------
Utility Pole with Base ---------------------------------------------
Utility Located Object ---------------------------------------------
Utility Traffic Signal Box ------------------------------------------
Utility Unknown U/G Line ------------------------------------
U/G Tank; Water, Gas, Oil ------------------------------------
A�G Tank; Water, Gas, Oil ------------------------------------
U/G Test Hole (S.U.E.*) ------------------------------------------
Abandoned According to Utility Records ---------
End of Information ----------------------------------------------------
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SURVEY CONTROL SHEET P-4900
R�W M�RKFR TR��I PTf�I Q�in �QP-�
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R�IGN STRTION OFFSET NORTH ERST
L 4�J+71o82 —86033 341462058�5 194531602344
L 31 + 64 0 39 1 1� a(�(� 342372 a�45� 1945184 0� 191
L 28+62027 —11PJo�� 34253707952 194551707312
L 21 + 27 0 29 — 1 1(� o�(� 3431 �6 0 5662 194597f� 0 1321
L 15 + 65 0 1 1 — 1 1 f� a�PJ 343589 0 3458 1946281 0 3779
L 13+PJ6o94 —11PJoP� 34379703371 1946419oPJ482
L 41+950�� —11PJo�� 34135909487 1945372o7PJ1�
L 46+46014 11�o�PJ 34�86104325 194539705421
L 46+4�056 —11�oP� 34�99909853 1945568a5215
L 49+19056 —11PJo�PJ 34�79802478 194574502166
L 49 + 19 0 56 1 1 PJ o�PJ 34P648 0 1 PJ61 1945584 0 414(�
� 53+88051 —11�o�J� 34�45308248 1946�66a�97�
L 52 + 95 0 51 — 1 1(� o f��J 34�523 0 4568 1946PJQJ 1 0 7896
L 53 + 88 0 51 1 1 QJ o�(� 34PJ3�6 0 3127 19459f�2 0 8789
L 55 + 73 o Q12 — 1 1� o PJPJ 34�3(�7 0 6387 1946189 a 9(�24
L 56 + 66 0�2 — 8(� o PJ� 34PJ214 0 4865 1946224 0 19�4
L 76+53oPJ2 —8PJo�P 33863708�37 19474330424(�
L 77+77oQJ2 —8�oPJPJ 33854107966 19475�804285
� 77+77e�2 8�e�� 338441aPJ268 194738401488
L 76+530�2 8PJo�� 33854�04322 19473�604642
L 85 + 24 a 88 8� a(�Q� 337929 0 5(�87 1947957 0 8143
L 85 + 24 0 88 — 8PJ o PJ� 338PJ62 0 439� 1948PJ46 0 8624
L 84 +�PJ o 88 — 8(� o�� 338131 0 1465 1947946 0 2526
L 84 + PJ� 0 88 8PJ a�PJ 338��PJ o 6734 1947853 0 6418
L 1 PJPJ + 21 0 85 8� o PJPJ 337�96 0 6717 1949199 a 1 1�2
L 1(��+21085 —8PJo�� 33722701448 194929107211
L 1�5 + 55 0�J9 — 8� o PJP 336858 0 45PJ4 19497PJPJ o 7243
L 1 PJ5 + 55 o PJ9 8� o�� 336752 0 8469 194958QJ o 5248
L 1f�6+79a�9 —8f�o�� 33676201933 194978202773
L 1 PJ6 + 79 o PJ9 8� o PJ(� 336659 0 8795 1949659 0 2656
L 119+�8e98 —8�JoP� 3358160627� 195�56807423
L 1 19 + PJ8 0 98 8(� o PJ� 335714 0 3132 195PJ445 0 73�5
� 122 + 12 0 49 8(� o�PJ 335483 e 425PJ 195�655 0 2465
L 128+6802� —8�oPJPJ 33522702529 195127609872
L 98+97085 —8PJo�� 337298o3f�95 194918705485
L 98 + 97 e 85 8PJ o PJPJ 337165 a 3792 1949�98 0 5�(�5
L 12+44094 —11PJoPJO 34384605765 1946454e9842
L 1�+56e79 —11(�a�� 34399307779 194656301226
� `�+����P —1(�9099 34411503465 194666201415
� �+���P(� —64099 34414307673 194662702522
L 16*27011 —11PJo�� 3435370�28� 1�4625�0�927
L 17+47011 —11PoPJPJ 34343308451 1946188e8286
L 18+71011 —11�oPJ� 3433250457� 194612302658
L 22 + 51 0 29 — 1 1 PJ o�PJ 343PJQJ7 0 82�5 194589PJ o 7863
L 25+83027 —11�o�1QJ 34275PJo7521 194568�07298
� 52+95051 11�oQJ0 34�373a3151 194584�09871
L 12�*32098 —8PJo�� 33572306596 195PJ647o483�
L 12�+32098 8�0�� 3356180�561 195PJ527o2836
L 55 + 85 o PJ� 1 1 P o f�PJ 34� 161 a 8732 1946�24 0 6848
L 129+9202� —8�JoPJ� 33517203595 195138507519
L 13�+860�16 —8PJa�� 33513�08226 195146909137
L 57 + 1� 0 61 8PJ o PJPJ 34�(�81 0 7322 1946124 a 3674
� 55+73oPJ2 11�0�� 34(�17�09372 1946�1705287
L 56 +(�7 0 88 54 0 48 34PJ 178 0 4288 1946PJ82 0 21 13
R�W M�RKFR T R�f�l P T f�l Q�in �QP -�
R�IGN ST�TION OFFSET NORTH ERST
Y2 37 + 96 0 75 — 8PJ e�PJ 335719 0 1�83 195PJ 1 1� 0 7143
Y2 3� + PJ2 a 33 — 8� o PJ(� 3362QJ4 0 1288 1949442 0 83PJ 1
Y2 25 +�3 0 18 — 8PJ o�� 336252 0 3543 1949PJPJP o 9671
Y2 23+21099 —8PJoPJ� 33632402992 194883406713
Y2 23+22o6PJ —31a44 336279o474�J 1948815o945P
Y2 4QJ + P6 0 84 — 7PJ o(�� 3355PJ 1 0 54�4 195� 1�9 0 8788
Y2 46 + 15 0 67 — 7� o�� 334893 o PJPJ32 195PJ 128 0 7319
Y2 46+59025 —65093 33484204135 195�123e5798
Y2 39+43e38 65oPJ� 33556PJo7934 194997209784
Y2 41+5PJoPJ� 650�� 33535402728 194997903765
Y2 46+750(�� —3PJo�PJ 33482802555 195P�86o1771
ROW MRRKER IRON PIN �ND CRP-E
RLIGN STATION OFFSET NORTH E�ST
Y3 12+78096 —74043 335328o2P1� 194994501675
Y3 11+24042 —3PJo�� 335381oPJ937 194982401156
ROW MRRKER PERMRNENT E�SEMENT-E
A�IGN ST�TION OFFSET NORTH E(�ST
L 1 PJ5 + 92 0 99 8� 0 39 336724 0 78�JP 19496PJ4 0 2967
L 1�6+57096 8�018 33667509561 194964506492
ROW MRRKER PERMRNENT ERSEMENT-E
R�IGN STRTION OFFSET NORTH E�ST
Y2 28+46a74 —8PJo�PJ 33619PJo4567 19493�3e�529
Y2 29+25034 —8�oPJPJ 336194a�98� 1949373a9845
NOTE: DRAWING NOT TO SCALE
PROJECT REFERENCE NO. SHEET NO.
P-4900 1 E
Location and Survevs
L
TYPE ST�TION NORTH E�ST
POT 1f�+��o�� 3441�702825 194651307�59
POT 1 f� + 59 0 54 344(�61 0 1 188 1946476 0 1(� 1 PJ
TS 12+44094 34391107�12 194636603345
SC 13+PJ6o94 34386106195 194632907859
CS 15+65011 34364603976 1946187e3295
ST 16+27011 34359301868 194615505�84
TS 17+47011 34349�0�039 1946�9402443
SC 18+71011 343383e9�16 1946�3PJo�J766
CS 21+27029 343174oPJ741 194588302835
ST 22+51029 343�7704226 1945805e6�68
TS 25+83027 34282PJo3542 1945595e55P3
SC 28+62027 34259807858 1945426e19�2
CS 46 + 4(� 0 56 34QJ933 o PJ863 1945481 0 2PJ3P
ST 49+19056 34�7230177� 194566408153
TS 52+95051 34QJ448o3859 194592103884
SC 53+88051 34PJ38�oPJ687 194598404879
CS 55 + 73 o PJ2 34PJ239 0 288PJ 19461 �3 e 7155
ST 56+66oP2 34�16508�(�8 194616�071(�5
TS 76+53oPJ2 33858901179 194736909441
SC 77+77oPJ2 33847104118 194744602887
CS 84+��088 338�6509�99 194789909472
ST 85+24e88 33799509738 1948�(�203383
TS 98+97085 33723108444 1949143e�245
SC 1 PJPJ + 21 0 85 337161 0 9PJ82 1949245 e 4156
CS 1�5+550�9 3368(�506486 194964�06245
ST 1�6+79oPJ9 336711oPJ364 194972PJo7715
TS 119+�8098 335765047(�1 195�5(�702364
SC 12PJ + 32 0 98 33567f� 0 8579 195PJ587 e 3834
CS 128+6802� 3351560498� 195123906542
ST 129+9202� 3351��o62PJ8 195135�03463
POT 134+88031 334881oPJ584 195179502225
POT 135+47085 33485704�79 195184908656
Y1
TYPE STATION NORTH EAST
POT 1(� + PJ(� o(�P 34PJ982 0 6�73 1 744176 0 8547
POT 32+250(�� 342154o775PJ 1946�68oPJ575
Y2
TYPE STRTION NORTH E�ST
POT 1�+��0�� 33677507934 1947589e5945
PC 25+PJ3o18 33617809311 194896902(�19
PRC 3(� + QJ2 0 33 336125 0 582PJ 1949458 e�J�91
PT 38 + 41 0 73 335664 0 41 �7 195f�PJ34 a 7994
PC 46 + 15 0 67 33489PJ o 8356 195PJPJ58 0 7654
PT 48+56069 33466101436 194999708�76
Y3
TYPE STATION NORTH EAST
POT 1 PJ + QJPJ o PJPJ 335462 0 1982 1949725 0 1 145
PC 11+57093 33533602684 194982�104163
PT 13+96041 33523702525 195PJP27o5(�67
POT 14+16093 33523708878 195PJP48ePJ134
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DETAIL A
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 Fill
Ground �.� p `3�• Slope
� Min. D=2.0 Ft.
B = 3.0 Ft.
FROM -L- STA. 9+ 25 TO STA. 18 + 00 LT.
FROM -L- STA. 28 + 00 TO STA. 34 + 00 LT.
FROM -L- STA. 40 + 00 TO STA. 54 + 90 RT.
FROM -L- STA. 46 + 50 TO STA. 51 + 00 LT.
FROM -L- STA. 53 + 00 TO STA. 55 + 56 LT.
FROM -L- STA. 55 + 56 TO STA. 58 + 00 LT.
FROM -L- STA. 58 + 00 TO STA. 62 + 64 LT.
FROM -L- STA. 58 + 00 TO STA. 62 + 72 RT.
FROM -L- STA. 62 + 72 TO STA. 70 + 00 RT.
FROM -L- STA. 63 + 50 TO STA. 66 + 44 LT.
FROM -L- STA. 66 + 44 TO STA. 73 + 00 LT.
FROM -L- STA. 70 + 00 TO STA. 74 + 38 RT.
FROM -L- STA. 73 + 00 TO STA. 74 + 38 LT.
FROM -L- STA. 74 + 38 TO STA. 76 + 00 RT.
FROM -L- STA. 74 + 38 TO STA. 76 + 00 LT.
FROM -L- STA. 76 + 00 TO STA. 81 + 02 RT.
FROM -L- STA. 76 + 00 TO STA. 81 + 02 LT.
FROM -L- STA. 81 + 02 TO STA. 88 + 00 RT.
FROM -L- STA. 82 + 50 TO STA. 88 + 00 LT.
FROM -L- STA. 88 + 00 TO STA. 90 + 31 RT.
FROM -L- STA. 88 + 00 TO STA. 90 + 58 LT.
FROM -L- STA. 90 + 31 TO STA. 93 + 00 RT.
FROM -L- STA. 90 + 58 TO STA. 96 + 00 LT.
FROM -L- STA. 93 + 00 TO STA. 102 + 70 RT.
FROM -L- STA. 96 + 00 TO STA. 102 + 00 LT.
FROM -L- STA. 102 + 70 TO STA. 109 + 18 RT.
FROM -L- STA. 105 + 50 TO STA. 112 + 00 LT.
FROM -L- STA. 109 + 18 TO STA. 116 + 29 RT.
FROM -L- STA. 112 + 00 TO STA. 116 + 29 LT.
F ROM -L- STA. 116 + 2 9 TO STA. 12 0+ 15 RT.
F ROM -L- STA. 116 + 2 9 TO STA. 12 0+ 00 LT.
FROM -L- STA. 120 + 15 TO STA. 122 + 07 RT.
FROM -L- STA. 122 + 07 TO STA. 125 + 00 RT.
FROM -L- STA. 125 + 50 TO STA. 132 + 00 LT.
FROM -L- STA. 124 + 00 TO STA. 128 + 00 RT.
D ETAI L F
STANDARD BASE DITCH
( Not to Scale)
Natural
Ground \
�
Geotextile
❑�
Type of Liner= CL I Rip-Rap
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Natural
Ground
Min. D = 2.0 Ft.
Max. d = 1.0 Ft.
B = 3.0 Ft.
FROM —L— STA. 132 + 00 TO STA. 132 + 50 LT.
DETAIL I
PIPE OUTLET W/ DITCH
( Not to Scale)
NORM. WSEL
Natural Natural
Ground ?'I p 1,'� Ground
d -
Geotextile B
Min. D = VARIES
*When B is > 6.0' (To Top Of Bank)
Std. No. 876.01 Max. d= 4.0 Ft.
Type of Liner= CL I Rip—Rap B= VARIES
FROM STA. 62 + 60 TO STA. 62 + 76
FROM STA. 90 + 14 TO STA. 90 + 61
DETAI L 6
SPECIAL LATERAL BASE DITCH
( Not to Scalej
Natural
Ground �? • j
d �
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Type of Liner= CL I Rip-Rap
Min. D = 2.OFt.
Max. d =1.OFt.
B = 2.OFt.
Fill
Slope
FROM -L- STA. 24 + 50 TO STA. 25 + 50 RT.
NATURAL
GROUND
DETAIL D
TOE PROTECTION
( Not to Scale)
I I
d =1.0 Ft. (MI N)
b=2.0 Ft. (MIN)
Type of Liner= PSRM
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SLOPE
FROM -L- STA. 55 + 25 TO STA. 57 + 00 RT.
FROM -L- STA. 20 + 50 TO STA. 21 + 00 RT.
FROM -L- STA. 23 + 12 TO STA. 24 + 50 RT.
D ETAI L G
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Ground V,qR p 3�1 Slope
B Min. D=2.0 Ft.
B = 3.0 Ft.
FROM -L- STA. 15 + 50 TO STA. 20 + 73 RT.
D ETAI L J c Not +o Scale)
CULVERT CHANNEL IMPROVEMENTS
(UPSTREAM)
Coir Fiber Matting Step Channel
Native Material (To be Excavated Out
1:1 of Native Soilsj
Natural NORM. WSEL Natural
Ground�'�'� , •�"�,�— �
Ground
Class I Riprap �, , Class I
1.5' Min. { , , �� Riprap
Channel Bed
(Variable)
D = Varies
(To To p of Ba n k)
FROM STA. 54 + 88 TO STA. 55 + 31
D ETAI L C
STAN DARD BAS E D ITC H
( Not to Scale)
Natural
Ground 3
Min. D = 1.0 Ft.
B = 3.0 Ft.
D 31
B
Natural
Ground
FROM STA. -L- 18 + 00 - 19 + 23 LT.
F ROM STA. -L- 2 7+ 72 - 2 8+ 00 LT.
FROM STA. -L- 51 + 00 - 51 + 56 LT.
AT STA. -L- 66 + 44 LT.
AT STA. -L- 74 + 38 LT.
AT STA. -L- 81 + 02 LT.
FROM STA. -L- 82 + 30 - 82 + 50 LT.
FROM STA. -L- 102 + 00 - 102 + 46 LT.
AT STA. -L- 102 + 70 RT.
FROM STA. —L— 105 + 03 — 105 + 50 LT.
AT STA. —L— 116 + 2 9 LT.
AT STA. —L— 122 + O6 LT.
FROM STA. —L— 132 + 00 — 132 + 50 LT.
Natural
Ground
DETAIL E
SPECIAL LATERAL BASE DITCH
( Not to Scale)
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B = 2.0 Ft.
Fill
Slope
FROM -L- STA. 25 + 50 TO STA. 34 + 50 RT.
DETAIL H
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
. ,. Ft.
FROM STA. 39 + 11.6 TO STA. 40 + 69.19 LT
D ETAI L K c No+ +o Scale)
CULVERT CHANNEL IMPROVEMENTS
(DOWNSTREAM)
Coir Fiber Matting
Native Material Step Channel
1:1
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Class I Riprap �i _ ' Class I
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Channel Bed
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FROM STA. 55 + 30 TO STA. 55 + 66
H1VTB 1VORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
1VC License 1Vo: C-1554
DATE: DECEMBER 15, 2014
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN HYDRAULICS
ENGINEER ENGINEER
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
TRACK GEOMETRY CURVE DATA
PROPOSED CONNECTION TRACK (-L-)
FEATURE NO. DESC. STATION NORTHING EASTING BEARING DISTANCE (FT) R(FT) �CHORD) L(FT) T(FT) I DELTA (CURVE) DELTA (SPIRAL) THETA Ls* (FT) X(FT) Y(FT) Ea (in)
POT 9+00.00 344184.8135 1946576.8626
S 39° 09' 58.47" W 100.0000
a PS 10+00.00 344107.2825 1946513.7059
S 39° 09' 58.47" W 59.5417
NO. 20 LH PITO 10+59.54 344061.1188 1946476.1010
S 36° 18' 07.47" W 185.4031
TS 12+44.94 343911.7012 1946366.3345 0° 32' 32.92" (LT) 0° 10' 50.97" 62.00 61.9994 0.1957
SC 13+06.94 343861.6195 1946329.7859
101 PI 14+36.09 343756.8181 1946254.3130 3274.1718 1° 45' 00" 258.1644 129.1491 5° 36' 09.56" (LT) 4° 31' 03.72" (LT) 1.00"
CS 15+65.11 343646.3976 1946187.3295
ST 16+27.11 343593.1868 1946155.5084 0° 32' 32.92" (LT) 0° 10' 50.97" 62.00 61.9994 0.1957
S 30° 41' 57.90" W 120.0000
TS 17+47.11 343490.0039 1946094.2443 1° 23' 41.68" (RT) 0° 27' 53.88" 124.00 123.9927 1.0062
SC 18+71.11 343383.9016 1946030.0766
102 PI 19+99.31 343275.2930 1945961.9615 2546.6427 2° 15' 00" 256.1857 128.2010 8° 33' 13.07" (RT) 5° 45' 49.71" (RT) 1.75"
CS 21 +27.29 343174.0741 1945883.2835
ST 22+51.29 343077.4226 1945805.6068 1° 23' 41.68" (RT) 0° 27' 53.88" 124.00 123.9927 1.0062
S 39° 15' 10.96" W 331.9757
TS 25+83.27 342820.3542 1945595.5503 5° 34' 43.92" (LT) 1° 51' 34.10" 279.00 278.7356 9.0492
SC 28+62.27 342598.7869 1945426.1887
103 PI 38+86.68 341746.2682 1944858.1844 1432.6854 4° 00' 00" 1778.2920 1024.4106 82° 17' 21.88" (LT) 71 ° 07' 54.04" (LT) 4.25"
CS 46+40.56 340933.0863 1945481.2030
ST 49+19.56 340723.1770 1945664.8153 5° 34' 43.92" (LT) 1° 51' 34.10" 279.00 278.7356 9.0492
S 43° 02' 10.92" E 375.9519
TS 52+95.51 340448.3859 1945921.3884 0° 55' 47.83" (RT) 0° 18' 35.94" 93.00 92.9976 0.5031
SC 53+88.51 340380.0687 1945984.4880
104 PI 54+80.80 340311.5987 1946046.3693 2864.9344 2° 00' 00" 184.5067 92.2900 5° 33' 00.15" (RT) 3° 41' 24.49" (RT) 1.25"
CS 55+73.02 340239.2880 1946103.7155
ST 56+66.02 340165.8008 1946160.7105 0° 55' 47.83" (RT) 0° 18' 35.94" 93.00 92.9976 0.5031
S 37° 29' 10.78" E 1987.0014
TS 76+53.02 338589.1179 1947369.9441 1° 32' 59.56" (LT) 0° 30' 59.84" 124.00 123.9909 1.1180
SC 77+77.02 338491.4117 1947446.2886
105 PI 80+90.91 338247.5964 1947643.9816 2292.0130 2° 30' 00" 623.8539 313.8923 18° 41' 45.97" (LT) 15° 35' 46.85" (LT) 2.00"
CS 84+00.88 338065.9099 1947899.9472
ST 85+24.88 337995.9738 1948002.3383 1° 32' 59.56" (LT) 0° 30' 59.84" 124.00 123.9909 1.1180
S 56° 10' 56.75" E 1372.9744
TS 98+97.85 337231.8444 1949143.0245 1° 32' 59.56" (LT) 0° 30' 59.84" 124.00 123.9909 1.1180
SC 100+21.85 337161.9083 1949245.4156
106 PI 102+89.70 337006.8711 1949463.8369 2292.0130 2° 30' 00" 533.2416 267.8514 16° 25' 50.85" (RT) 13° 19' 51.74" (RT) 2.00"
CS 105+55.09 336805.6486 1949640.6245
ST 106+79.09 336711.0364 1949720.7715 1° 32' 59.56" (LT) 0° 30' 59.84" 124.00 123.9909 1.1180
S 39° 45' 05.89" E 1229.8873
TS 119+08.98 335765.4701 1950507.2364 1° 32' 59.56" (LT) 0° 30' 59.84" 124.00 123.9909 1.1180
S C 120+32.98 335670.8579 1950587.3833
107 PI 124+55.31 335353.5837 1950866.1304 2292.0130 2° 30' 00" 835.2250 422.3303 23° 58' 49.36" (LT) 20° 52' 50.25" (LT) 2.00"
CS 128+68.20 335156.4980 1951239.6542
ST 129+92.20 335100.6208 1951350.3463 1° 32' 59.56" (LT) 0° 30' 59.84" 124.00 123.9909 1.1180
S 63° 43' 55.25" E 496.1073
a P ITO 134+88.31 334881.0584 1951795.2225
S 66° 35' 46.25" E 59.5417
NO. 20 RH PS 135+47.85 334857.4079 1951849.8656
S 66° 35' 46.25" E 75.0000
POT 136+22.85 334827.6186 1951918.6921
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
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S U MI��IA RY O F EA RT H W O R K
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LOCATION UNCLASSIFIED UNDERCUT EMBT +% BORROW WASTE
EXCAVAT 10 N
SUMMARY#1
-M 1- STA 9+25 TO STA 21 +51.24 4,739 0 12,569 7,830 0
#1 TOTAL 4,739 0 12,569 7,830 0
S U M M ARY #2
-M 1- STA 22+62.90 TO STA 38+26.84 2,813 0 103,779 100,966 0
#2 TOTAL 2,813 0 103,779 100,966 0
S U M M ARY #3
-M1- STA 39+58.55 TO STA 69+00 11,060 0 136,163 125,103 0
#3 T O TAL 11, 060 0 136,163 125,103 0
S U M M ARY #4
-M 1- STA 69+00 TO STA 99+00 13,971 0 38,957 24,986 0
#4 TOTAL 13,971 0 38,957 24,986 0
S U M M ARY #5
-M 1- STA 99+00 TO STA 129+00 16,045 0 21,807 5,762 0
#5 TOTAL 16,045 0 21,807 5,762 0
S U M M ARY #6
-M 1- STA 129+00 TO STA 136+22.85 3,323 0 215 0 3,108
#6 TOTAL 3,323 0 215 0 3,108
SUMMARIES 1-6 TOTAL 51,951 0 313,490 264,647 3,108
WASTE TO REPLACE BORROW -3,108 -3,108
ESTIMATE 5% TO REPLACE TOPSOIL ON BORROW PIT 13,077
G RAN D TOTAL 51,951 0 313,490 274,616 0
SAY 52,000 274,700
EST. DDE = 20 CY
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
T 0 LUMBERT ON
H +06094 -L-
A 110.00' LT
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PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
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Ls = 62.00'
LT = 4/033'
ST = 20e67'
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P/ Sta 14+36.09
�c = 4° 3/' 03e7" (LT)
Dc = l° 45' OOvO"
L = 258.16'
T = /29./5'
R = 3,274e/7'
Ea = 1.00"
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Ls = 124.00' Dc = 2° l5' 00.0" Ls = 124e00'
LT = 82e67' L= 256.19' LT = 82.67'
ST = 4/a34' T= 128020' ST = 4/.34'
R = 2,546e64'
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
T 0 LUMBERT ON
_ (CURVE l03)
ris �ra �i+�ye.�� Pl Sta 38+86e68
Os = 5° 34' 43.9" (LT) �c = 7/° 07' S4°0" lLT)
Ls = 279.00' Dc = 4° 00' OO°0" N
LT = 186009' L= 19778029' N
ST = 93°08' T = 1,024a4/' �
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Ea = 4e25" o
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PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
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343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
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DANNY BULLARD
DB 1035 PG 90
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
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S UBMITTAL: PRE-100%
DATE: DECEMBER 15, 2014
G RA P H I C S CA L E S P R O J E CT L E N G T H Prepored In the Offlce of: Roadway Standard Drawings
�� �����
HNTB NORTH CAROLINA, P.C. „ „ ��'' ��q
3 4 3 E. S i x F o r k s R o a d, S u i t e 2 0 0 The following roadway english standards as appear in Roadway Standard Drawings - Roadway Design �� ��
R a 1 e i g h, N o r t h C a r o 1 i n a 2 7 6 0 9 Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest � �
`j0 � �j0 � �Q N C L i c e n s e N o: C- 1 5 5 4 revison thereto are applicable to this project and by reference hereby are considered a part of � �
LENGTH OF RAIL TIP PROJECT 2.359 MILES
these plans. � �
PLAN LENGTH OF STRUCTURES TIP PROJECT 0.046 MILES 1604.01 Railroad Erosion Control Detail 1632.01 Roek Inlet Sediment Trap Type A ���� �,��
2012 STA11tDARD SPECIFICATI0111S 1605.01 Temporary Silt Fence 1632.02 Roek Inlet Sediment Trap Type B ��� g��
50 0 50 100 TOTAL LENGTH OF RAIL TIP PROJECT 2.405 MILES 1606.oi Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap T�e e
g���
1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A N� ��������N� ��
1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B �][��NS][����A7CI�N
JOHN F. WATSON, P.E. 1630.01 Riser Basin 1634.01 Temporary Roek Sediment Dam Type A �. °
P RO F I L E( H O R I ZO N TAL ) 1630A2 Silt Basin Type B 1634.02 Temporary Roek Sediment Dam Type B
EROSION CONTROL 1630.03 Temporary Silt Ditch 1635.01 Rock Pi e Inlet Sediment Tra T e A RAIL DIVISI
P P 3'P ��
� � � � � 20 LEVEL I I I-A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
NCDOT CONTACT: BRAD SMYTHE, P.E. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle �IES��'aN ANI� C�NS7CI�UC7CI�N
NCDOT PROJECT MANAGER C E RTI F I CATI O N #3419 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing �
P RO F I L E(V E RT I CAL ) 1631.0� Matting Installation ��
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NOTES:
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-2
HYDRAULICS
ENGINEER
����.���N��� ���N�
DO NOT USE FO CONSTRUCTION
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH WATTLE.
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
INSET A
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INSET C
TOP VIEW

ISOMETRIC VIEW
nT� T rrninr
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VIEW FROM SLOPE
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND
LENGTH OF 10 FT .
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFICATIONS. ,
INSET A
FILL S' ^"�
1"-2" TRENCH
. � ►► ... . __. _
SIDE VIEW
ILT FENCE POST
= I NSET A
DOWNSLOPE STAKE

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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
VLI�J`J U `J I LJI VL I /�V \� /� � /� 1 IVI�I Vo/
. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
ITY
DIKE
;OUND
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INo
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-2B
HYDRAULICS
ENGINEER
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DO NOT USE FO CONSTRUCTION
2 ►► x 2" ( nominal )
WOODEN STAKE
1►►
1 _ 2 ►►
1-2
12-24►►
#10 STEEL
REINFORCEMENT BAR
4"
DIAMETER BEND
4"
24 ►►
1" (nominal)
STAPLE
1"
12 ►►
COIR FIBER MAT
ANCHOR OPTIONS
. LIMIT EARTH DIKE HEIGHT TO 5 FT.
. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT.
. DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING Q/0.4, WHERE Q IS FLOW RATE (CFS) INTO BASIN.
. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED.
. LOW PERMEABILITY GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN.).
NOT TO SCALE

0
0
GENERAL NOTES:
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
V= 8.0203 * Q* T, WHERE V IS VOLUME (FT3), Q IS
PUMP FLOW RATE (GPM), AND T IS DEWATERING TIME (HR).
USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM
DEWATERING TIME OF 2 HOURS.
RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED
MATERIAL WITH A FLASHBOARD OPTION.
CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH
ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT
MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1640-14.
PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER
ANGLE STEEL TYPE. INSTALL STEEL POSTS
WITH NO MORE THAN 3' OF THE POST APPEARING
ABOVE THE GROUND.
ATTACH THE COIR FIBER MAT TO THE STEEL
POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS
AND STAPLED INTO THE BOTTOM AND SIDE SLOPES
OF THE BASIN WITH 12" STAPLES.
INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND
BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE
BORROW PIT DEWATERING BASIN AS A GUIDE. THE
BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS
SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS
ARE MADE FOR A NON-PERFORATED RISER.
DO NOT EXCEED 3%2 FT. IN HEIGHT FOR THE EARTH
DIKES REQUIRED FOR BORROW PIT DEWATERING BASIN.
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE
AND DEPENDENT ON SPECIFIC SITE REQUIREMENTS
AS WELL AS PROPOSED CONSTRUCTION OPERATIONS.
SUBMIT THE SIZE, LOCATION AND RISER PIPE
MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION.
PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING
BASIN TO A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF
EARTH DIKE.
PROVIDE A
OUTLET OF
THE RISER
STANDARD
STONE ENERGY DISSIPATOR PAD AT THE
THE PUMP DISCHARGE HOSE AND OUTLET OF
BARREL IN ACCORDANCE WITH ROADWAY
DRAWING 876.02 FOR OUTLET W/0 DITCH.
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17' — 6" LIMITS OF
FILTRATION GEOTEXTILE
15►_6►►
(TRACK BALLAST)
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
�ILT FENCE
13'-0" OR AS DIRECTED
AND SUFFICIENT TO
RETAIN EROSION
INSTALL RAILROAD EROSION CONTROL MEASURES PRIOR TO PERFORMING ANY WORK IN THE
RAILROAD RIGHT—OF—WAY.
ADDITIONAL EROSION CONTROL MEASURES FOR PROTECTION OF RAILROAD DITCHES MAY BE REQUIRED
AS DIRECTED.
NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR RAILROAD EROSION CONTROL MEASURES.
EXTEND LIMITS
10' — 0" OUTS I D E
OF SILT FENCE
OF SILT FENCE AND FILTRATION GEOTEXTILE PARALLEL TO RAILROAD A MINIMUM OF
EDGE OF SUPERSTRUCTURE OR TOE OF SLOPE ON CONSTRUCTION. A GREATER LENGTH
OR FILTRATION GEOTEXTILE MAY BE REQUIRED AS DIRECTED.
NAIL FILTRATION GEOTEXTILE TO TIMBER RAIL TIES WITH PRIME SOURCE "GRIP CAP" OR EQUIVALENT.
SECURE FILTRATION GEOTEXTILE ON SHOULDER AS DIRECTED BY THE RAILROAD AND NCDOT.
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-2 D
HYDRAULICS
ENGINEER
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DO NOT USE FO CONSTRUCTION

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IL TABILIZA Tl 1�l
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COIV ST ��NE FROM T� SIDE
SHEET lV Oo ST AT lON ST AT lON EST IMAT E (SY)
9- � 9+25 17+00 �T 2�-20
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5 � 17+00 18+00 �T 315
5 � I 9+ 00 20 + 73 i�T 5�0
5 � 2�-+50 3�-+50 i�T 2315
5 � 28 + 00 39- + 00 �T I 9-55
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� � �0 + 00 �9 + 00 l�T 2805
7 � �-�+50 51 +00 �T I�-05
7 � 53+00 58+00 �T 19-10
7 � 9-9 + 00 5� + 90 �T I 89-0
8 � 58 + 00 70 + 50 �T 38�5
8 � �3 + 50 73 + 00 �T 2305
9 � 70 + 50 87 + 00 �T 9-275
9 � 77 + 00 8 I+ 02 �T 975
9 � 82+ 50 88 + 00 �T I 330
10 � 87+00 100+00 �T 3385
10 � 88+00 100+00 �T 3090
I I I� I 00 + 00 I 02+ 00 I�T �25
I I � I 00 + 00 I 09 + I 8 �T 28�5
I I � 105+50 I 12+00 �T 1575
I 2 � I 09 + I 8 I 28 + 00 i�T 50�0
I 2 � I I 2+ 00 I 20 + 00 �T 229-5
I 2 � I 2550 I 28 + 00 �T 780
I 3 � I 28 + 00 I 32+ 00 �T I 250
5U TOTA� �-9, 385
M15G���AN� U5 MATTING� TD �� INSTA I,�D A5 DI�� T�0 �Y TH� NG�IN��� 5, 9- I I
TOTA� 5�, 79�
5AY 55, 500
MMAR Y HEET
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PERMAI�EI�T SOIL REI1�lFOR CEMEI�T MA T
CONST LINE FROM T 0
SHEET NOo ST AT lON ST AT l0/V SIDE EST IMAT E �SY)
5U TOTA� 0
ADD I T I ONA� P51�M TO P�� I N5 A���D 0
TOTAL 0
5AY 0

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SITE DESCRI�TlO�I STABI�IZ/�T10/U TIME
TIME�RAME EXCE�TlO�IS
PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 30l 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo
SLOPES 30l OR FLATTER 14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTHo
ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo

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�s = l° 23' 4/e7" lRT) �c = 5° 45' 49e7" (RT) as = l° 23' 4/.7" (RT)
Ls = 124000' Dc = 2° l5' OO°0" Ls = 124a00'
LT = 82067' L= 2560/9' LT = 82067'
ST = 4/e34' �,��; T= 128.20' � ST = 4/e34'
BEGIN / END SAFETY FENCE ,, R 2, 5 4 6e 6 4
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STABILIZE EXCAVATED MATERIAL
FABRIC FOR SOIL STABILIZATION
OFFSITE CLEAN WATER —�
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1' MIN.�
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APPROACH FILLS ARE CONSTRUCTED.
—L—
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
T 0 LUMBERT ON
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-05/CONST.05
HYDRAULICS
ENGINEER
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CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 05
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on Slopes Adjacent to Permitted
Wetlands as Work Allows.
TDF— TDE
C�EAN WATER DI�ERSION
—►—► CWD —►—♦ CWD —►—► CWD —►—► CWD —►
(Not to Scale)
STABILIZE EXCAVATED MATERIAL
FABRIC FOR SOIL STABILIZATION
OFFSITE CLEAN WATER �
-L- (CURV E l03)
P/ Sta 38+86e68 Pls Sta 47+33,65
�c = 7/° 07' S4,0" (LT) �s = 5° 34' 43e9" lLT1
Dc = 4° 00' OOvO" Ls = 279e00'
L = 1,778029' LT = 186009'
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AND W /FE FRANCIS,
CHARLES MAYNOR AND WIFE SHEL/A9
AND JEFF COLL/NS AND W/FE SYB/L
DB 696 PG 30
' MIN.
END SAFETY FENCE
-L- ST A. 53+60 (LT )
-L- (CURVE 104�
Pls Sta 53+57e5/ P/ Sta 54+80.80 Pls Sta 56+04.02
�s = 0° 55' 47e8" (RT) L�c = 3° 4/' 24e5" (RT) �s = 0° 55' 47.8" (RT)
Ls = 93e00' Dc = 2° 00' OOsO" Ls = 93.00'
LT = 62a00' L= 184a5/' LT = 62000`
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-07/CONST.07
HYDRAULICS
ENGINEER
����,���N��� ���N�
DO NOT USE FO CONSTRUCTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 07
T 0 LUMBERT ON
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CEMETERY
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DB /776 PG l68
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NO VEHICULAR OR PEDESTR/AN ACCESS '-'� � � SLOPE = 1.5 inch Skimmer s 5Q�
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PROPOSED RAILROAD R/GHT-OF-WAYe _ > _ -- a -
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NO RlP RAP lS TO BE � , � �, � , � � " � J - ' ' - - - - - =; __ � ` � � - - , �
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BASE DlT C �� , . _ ;,1 -� BASE D/T CH � --- �� " -= ` `'' � _ _ - � - , � BASE DlT CH , �
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SEE DETA/L A '�, SEE DETAIL A � - ---�- -� SEE DETAIL A ,�
TDE TDE TDE TDE TDE �` TDE TDE TDE TDE ��DE � TDE TDE TDE TDE TDE TDE ,�TDE TDE
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H N T B N O R T H C A R O L I N A, P. C. PROJECT REFERENCE NO. SHEET NO.
343 E. Six Forks Road, Suite 200 P-4900A EC-08/CONST.�B
Raleigh, North Carolina 27609
NC License No: C-1554 Ri�/ SHEET NO.
RAILROAD DESIGN HYDRAULICS
D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER
]f�][$]E]L��l[�N�]E�� ]l�][sAIN�
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EROSION CONTROL FOR
CONSTRUCTION SHEET 08
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D B 1 7 7 6 P G l 6 8 EST 20 TONS � - ,,�,�� _'� � H U S B A N D J O S E P H ;; DB 1646 PG 399
EST 39 SY F ` �� -
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FABRIC FOR SOIL STABILIZATION
OFFSITE CLEAN WATER —�
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Pls Sta 77+35069
�s = l° 32' S9e6" (LT )
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Pl Sta 80+90.9/
�c = l5° 35' 46.9" l LT )
Dc = 2° 30' OO°0"
l= F� 3 R 5'
P/s Sta 84+4202/
�s =/° 32' S9.6" l LT )
Ls = l24°00'
/T = R��7'
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
T/1 I / / 1 I r1 r' /-1T /1 �/
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-09/CONST.09
HYDRAULICS
ENGINEER
����,���N��� ���N�
DO NOT USE FO CONSTRUCTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 09
DB 8H PG 3/
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Orifice Diameter
17 ft. weir
H N T B N O R T H C A R O L I N A, P. C. PROJECT REFERENCE NO. SHEET NO.
343 E. Six Forks Road, Suite 200 P-4900A EC-l2/CONST.�2
Raleigh, North Carolina 27609
NC License No: C-1554 Ri�/ SHEET NO.
RAILROAD DESIGN HYDRAULICS
D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER
C�EAN WATER D VERS ON
—►—► CWD —►—► CWD —►—► CWD —►� CWD —►
(Not to Scale)
STABILIZE EXCAVATED MATERIAL
FABRIC FOR SOIL STABILIZATION�
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OFFSITE CLEAN WATER � _.._ .... .. .. .. .. .. ..
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_SLOPE _ lv0% � , � E5 4 , . � \ \ ` _ _ _
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I D 12 . 5 � I D 12 . 6 DANNY BULLARD ' � � � - - - - - - � �
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T pE EGIN / SAFETY FENCE �
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r T�E '' "� N 1.5 inch Skimmer _-' ,�;'� '� �s = l° 32' S9e6° lLT) �c = 20° 52' S0 " _° 32' S9,6" (LTJ �°,�
� � /�5� EGIN / , � _ _ T�E " � U° with 0.625 inch ,%'�� '� Ls =_124,00� Dc = ° - � e " Ls = 124v00� �
�/ �� ��AFETY F C — — � � ' TDE Orifice Diameter LT - 82.67 _ L = 835.22 � LT = 82.67 �
-L- STA. 115+5 ( ) � � � � � � �, 3' BASE_ DITCH ST = 4/e34 T = 422e33 � ST = 4/e34 N
�� � � / � �� C, 1'DE c� 7 ft. weir SLOPE - Oe30% R-_2,292.0/ D
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CLEARING AND GRUBBING
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T 0 FAYET T EV ILLE
-L- (CURV E l02)
Pls Sta l8{29,78 Pl Sta 19+99e3/ Pls Sta 2/+68e63
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C�EAN WATER DI�ERSION
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STABILIZE EXCAVATED MATERIAL
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H N T B N O R T H C A R O L I N A, P. C. PROJECT REFERENCE NO. SHEET NO.
343 E. Six Forks Road, Suite 200 P-4900A EC-l5/CONST.OJ�
Raleigh, North Carolina 27609
NC License No: C-1554 Ri�/ SHEET NO.
RAILROAD DESIGN HYDRAULICS
D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER
T 0 LUMBERT ON
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DO NOT USE FO CONSTRUCTION
�s = l 23 4/e7 lRT) �c = 5 45 49e7 (RT) as = l 23 4/.7 (RT) O
Ls = 124000' Dc = 2° l5' OO°0" Ls = 124a00' �/
LT = 82067' L= 2560/9' LT = 82067' � SH/RLEY LOCKLEAR ANQ BE�IN / END SAFETY FENCE
ST = 4/e34' T_ 128.20' ST = 4/e34' JAME� SAMPSON AND HUSBAND JOSEPH -L- ST A. 24+75 (LT ) 85 x 3 5 x 3
B E � I N / E N D S A F E T Y F E N C E R- 2, 5 4 60 6 4' l F E L/ N D A D B / 9 M P G 6 7 - L- l C U R V E l 0 3) 1. 5 i n c h S k i m m e r
-L- ST Aa 18+90 (LT ) Ea = 1075" DB 749 PG 3/ PB 3 P� 37 Pls -Sta--27}69e�� � g— —P�fO 38+86068 wit h 1. 5 i n c h
85 x 35 x 3 _ WLB _ � �s = 5° 34' 43e9° lLT) �c = 7/° 07'�54v0° (LT� Orifice Diameter
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with 1.5 inch � --� �' � c� ST =�,93.08 T= 1,024e4/ ID 5.4
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lAL LA l o � � --- , �'-� -,-� �-,_ �,,�., ..� . � � _ � � - - - �� S j� _ _
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w i t h 1. 0 i n c h ET _ G --- '" BEG/N / END SAFET Y FENCE '� � -_ - - - ` - -�- - - . . _ - - �°`L
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17 ft. we i r � f--" �`-- `'` ORAINAGE ST RUCT URE R050/ SHALL
---� -- M-s EXIST lNG 2@ 4'X6' BE INST ALLED BY T RENCHLESS 2 7 ft. we i r
I D 5.3 METHODS BEFORE T HE BRIDGE
BOX CULV ERT APPROACH FILLS ARE CONST RUCT ED. I D 5. 2
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-►-► CWD -►-♦ CWD -►-► CWD -►-► CWD -►
(Not to Scale)
STABILIZE EXCAVATED MATERIAL
FABRIC FOR SOIL STABILIZATION
OFFSITE CLEAN WATER �
-L- (CURVE l03)
Pl Sta 38+86e68 P/s Sta 47+33,65
�c = 7/° 07' S4,0" (LT) �s = 5° 34' 43e9" ILTJ
Dc = 4° 00' OOvO" Ls = 279e00'
L = 1,778029' LT = 186009'
T � _ /s024e4/' ST = 93008`
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CEC/L A BUT LER
AND W /FE FRANCIS,
CHARLES MAYNOR AND WIFE SHEL/A9
AND JEFF COLL/NS AND WIFE SYB/L
DB 696 PG 30
' MIN.
END SAFETY FENCE
-L- ST A. 53+60 (LT )
-L- (CURVE 104�
Pls Sta 53+57e5/ P/ Sta 54+80.80 Pls Sta 56+04.02
�s = 0° 55' 47e8" (RT) L�c = 3° 4/' 24e5" (RT) �s = 0° 55' 47e8" (RT)
Ls = 93e00' Dc = 2° 00' OOsO" Ls = 93.00'
LT = 62a00' L= 184a5/' LT = 62000'
ST = 3f;09'— —_ T= 92e29' ST = 3/e00'
—�—
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
ui.�i vi �u
CEMETERY
PROJECT REFERENCE NO.
P-4900A
R�W SHEET NO.
RAILROAD DESIGN
ENGINEER
SHEET NO.
EC-l7/CONST.07
HYDRAULICS
ENGINEER
����,���N��� ���N�
DO NOT USE FO CONSTRUCTION
T 0 LUMBERT ON
EUPHORIA, LT D
DB /776 PG l68
PB 46 PG 35
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ISTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UN1
AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
T 0 FAYET T EV ILLE
� V EHICULAR OR PEDEST R/AN ACCE �
TO PARCEL REMNANTS NORTH OF
PROPOSED RAILROAD R/GHT-OF-WAYe
60 x 25 x 3
1.5 inch Skimmer SEE_�ETAIL_l
_ ES-T--�S-�f��; ��,
with 1.125 inch -"- EST 70 SYGF \��
Orifice Diameter NO RlP RAP lS TO BE �� ,
ED lN STREAM BED �� �
17 ft. weir �� `,
I D 8. 3 �� SPECIAL
BASE DlT C ',
SEE DETA/L A '',
�
CLEAN WATER DI�ERSION
�� CWD �—► CWD �—► CWD —►—► CWD —►
(Not to Scale)
STABILIZE EXCAVATED MATERIAL
FABRIC FOR SOIL STABILIZATION� ..*.......
.i'r.�:!:!3�.
OFFSITE CLEAN WATER � ....."'i"�'`.�'".�".'�:.
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H N T B N O R T H C A R O L I N A, P. C. PROJECT REFERENCE NO. SHEET NO.
343 E. Six Forks Road, Suite 200 P-4900A EC-l8/CONST.08
Raleigh, North Carolina 27609
NC License No: C-1554 Ri�/ SHEET NO.
RAILROAD DESIGN HYDRAULICS
D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER
]f�][$]E]L��l[�N�]E�� ]l�][sAIN�
DO NOT USE FO CONSTRUCTION
7� X 2 rJ X 3 S 41"45'00" E
3' BASE DITCH 1.5 inch Skimmer � s 5a����_������ ��
� SLOPE = F���-�� �
SEE DET
60 X 25 X 3 with 1.125 inch - TO LUMBERTO/U
�, ��a �soo 1.5 inch Skimmer Orifice Diameter �, '� �° ��
�30' with 1.125 inch CLA
— — _sT 17 ft. we i r � — — — — — — — — r
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TDE TDE TDE TDE TDE TDE TDE TDE TDE �'�DE � TDE TDE TDE TDE TDE TDE ,�TDE TDE
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— — — — — — � — , � � w� .—._.. CVWp •.—•— CW D �-- �—�CW D ♦— �-- CW D �--- CW D �— ♦— CW D � �
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3' SPECIAL LAT e �; ',1 l 3' SPECIAL LAT a �; ; M �' BASE D/T CH
BASE DlT C H '' �;> BASE D/T CH °�� X'� SEE DET AlL A
7 SEE � 5 0 x 2 0 x 3 SEE DET AlL A �� 8 ST R C�IRE
O 50 x20 x3 , O �
1.5 inch Skimmer � 1.5 inch Skimmer �� �
EUPHORlA9 LT D y '� SH/RLEY LOCKLEAR AND X �; MARY PAUL FRECHETT E
DB 1776 PG l68 with 0.75 inch with 0.875 inch ' HUSBAND JOSEPH
�; DB 1646 PG 399
PB 46 PG 35 NO RlP Orifice Diameter ��`, Orifice Diameter � DB /9M PG 67 I� �
DB 8H PG 3/
PLACED lN 12 ft. we i r �� 12 ft. we i r ', X,;
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CLEAN WATER DIVERSION
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(Not to Scale)
STABILIZE EXCAVATED MATERIAL
FABRIC FOR SOIL STABILIZATION
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SEE DET AlL A
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�s = /° 32' S906" (LT 1
Ls = 124000'
LT = 82067'
S% = 4/034'
—�—
Place Matting for Erosion Control
on Slopes Adjacent to Permitted
Wetlands as Work Allows.
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
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Place Matting for Erosion Control
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DANNY BULLARD
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HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
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343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
T 0 LUMBERT ON
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PROJ. REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA P-4900A X-oA
RAIL DIVISION
NOTE: EMBANKMENTCOLUMN DOES NOTINCLUDE BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
Station Uncl. Exc. Embt Undercut Station Uncl. Exc. Embt Undercut Station Uncl. Exc. Embt Undercut Station Uncl. Exc. Embt Undercut Station Uncl. Exc. Embt Station Uncl. Exc. Embt
MAIN (cu. yd.) (cu. yd.) (cu. yd.) MAIN (cu. yd.) (cu. yd.) (cu. yd.) MAIN (cu. yd.) (cu. yd.) (cu. yd.) MAIN (cu. yd.) (cu. yd.) (cu. yd.) MAIN (cu. yd.) (cu. yd.) MAIN (cu. yd.) (cu. yd.)
09+25 0 0'���. 56+00 '� 223'���. 3547 109+00 815 160 ��� ���
10+00 86 25'���. 59+00 ' S16'���. 2300 110+00 866 111 '� '�
11+00 134 53'��.. 60+00 '� 707'��.. 1766 111+00 836 126 '� '�
12+00 230 78. 61+00 722'���.. 1514 112+00 767 235 . . . .
..... ..... ..... ..... ..... :... ..... ..... ..... . ..... : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..........
13+00 294 43����.. 62+00 '� 648����.. 1464 113+00 815 365 '�� '��
14+00 304 9'��.. 63+00 '� 361'��.. 1702 114+00 1041 414 '� '�
15+00 376 92'���. 64+00 ' 282'���. 1799 115+00 1198 509 '� '�
16+00 486 209 65+00 359���.. 1660 116+00 1028 691 . . . .
..... ..... ..... ..... ..... ,... ..... ..... ..... ..... ,, ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... . ..... ..... . ..... ..... ..... ..... ..... ..... ..........
17+00 571 345'���. 66+00 '� 250'���. 1699 117+00 800 789 ��� ���
18+00 690 871'���. 67+00 ' 258'���. 1731 118+00 967 723 '� '�
19+00 671 1671'��.. 66+00 ' 239'��.. 1718 119+00 909 740 '� '�
20+00 589 2648. 69+00 194'���.. 1530 120+00 455 926 . . . .
..... ..... ..... ..... ..... :... ..... ..... ..... . ..... : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..........
2S+W 316 4033����.. SUMMARY#3 ' SSO60� 13E163 4 121+00 i5S 1215 '�� '��
21+51.24 0 2490'��.. 70+00 '� 310'��.. 1204 122+00 36 1513 '� '�
SUMMARY#1 4740 12569'��.. 0 71+00 ' 390'���. 1067 123+00 111 1201 '� '�
22+62.90 0 0 72+00 292���.. 1147 124+00 218 537 . . . .
..... ..... ..... ..... ..... ,... ..... ..... ..... ..... ,, ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... . ..... ..... . ..... ..... ..... ..... ..... ..... ..........
23+00 0 2199'���. 73+00 '� 152'���. 1299 125+00 303 210 ��� ���
24+00 0 5723'���. 74+00 ' 84'���. 1525 126+00 362 66 '� '�
25+00 10 5158'��.. 75+00 '� 95'��.. 1638 127+00 426 12 '� '�
26+00 131 5104. 76+00 125'���.. 1446 128+00 504 0 . . . .
..... ..... ..... ..... ..... :... ..... ..... ..... . ..... : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..........
27+00 250 5910����.. 77+00 '� 382����.. 1448 129+00 577 6 '�� '��
28+00 244 6401'��.. 76+00 '� 537'��.. 1686 SUMMARY#5 16045 21807 0 ' '
2g+00 236 6082'���. 79+00 ' 321'���. 2170 130+00 674 22 '� '�
30+00 338 5438 80+00 286���.. 2459 131+00 558 28 . . . .
..... ..... ..... ..... ..... ,... ..... ..... ..... ..... ,, ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... . ..... ..... . ..... ..... ..... ..... ..... ..... ..........
31+00 502 5162'���. 81+00 '� 373'���. 2436 132+00 662 20 ��� ���
32+00 532 5450'���. 82+00 ' 357'���. 2397 133+00 777 14 '� '�
33+00 366 6392'��.. 83+00 '� 484'��.. 2015 134+00 454 13 '� '�
34+00 162 7790. 84+00 845'���.. 1418 135+00 139 53 . . . .
..... ..... ..... ..... ..... :... ..... ..... ..... . ..... : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..........
35+00 44 8640����.. 85+00 '� 986����.. 1074 136+00 40 59 '�� '��
36+00 0 8738'���. 86+00 '� 841'���. 1105 136+23 18 6 ��� ���
37+00 0 8637'���. 87+00 ' 807'���. 1005 SUMMARY#6 3323 216 0 '� '�
38+00 0 8708 86+00 741���.. 834 . . . .
..... ..... ..... ..... ..... ,... ..... ..... ..... ..... ,, ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... . ..... ..... . ..... ..... ..... ..... ..... ..... ..........
38+26 84 0 2247. 89+00 572'���.. 937 . . . .
..... ..... ..... ..... ..... :... ..... ..... ..... . ..... : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..........
SUMMARY#2 2813 103779'���. 0 90+00 '� 432����.. 1261 '�� '��
39+58.55 '� 91+00 '� 306'��.. 1523 '� '�
40+00 102 3592''���. 92+00 '' 359''���. 1305 ''� ''�
41+00 240 8844'..... 93+00 ''. 476'..... 913 ''.. ''..
..... ..... ..... ..... ..... ,... ..... ..... ..... ..... ..� ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... � ...�. ..... ..... ..... ..... ..... �.... . ..... ..... . ..... ..... ...�. ..... ..... ..... ..........
42+00 248 8567'.... 94+00 '. 529'.... 713 ... ...
43+00 270 8149'���. 95+00 ' S47'���. 606 '� '�
44+00 279 7757'.... 96+00 '. 504'.... 584 '. '.
45+00 310 7363. 97+00 526'���.. 572 . . . .
..... ..... ..... ..... ..... :... ..... ..... ..... . ..... : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..........
46+00 349 6849����.. 96+00 '� 616����.. 567 '�� '��
47+00 529 6211'.... 99+00 '. 697'.... 604 '. '.
48+00 677 5746'���. SUMMARY#4 ' 13971'��.. 38957 0 '� '�
4g+00 622 5700 100+00 708���.. 750 . . . .
..... ..... ..... ..... ..... ,... ..... ..... ..... ..... ,, ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... . ..... ..... . ..... ..... ..... ..... ..... ..... ..........
50+00 549 5888'���. 101+00 '� 549'���. 1044 ��� ���
51+00 468 6118'���. 102+00 ' 307'���. 1470 '� '�
52+00 395 6054'��.. 103+00 '� 114'��.. 1934 '� '�
53+0o ao3 ssa3 �oa+oo so 2oia Quan4i4ies are approxima4e only. The Residen4 Engineerwill
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5a+oo a2s sa�s' �os+oo s2' �ss� recross-sec4ion 4he work accura4elywhen 4he projec4 is s4aked
55+00 2ss sass' �os+oo s�' i2si ou4. These cross-sec4ion no4es will be used in compu4ing 4he
5s+oo ss 54as' �o�+o0 32s' �sa final quan4i4ies for which 4he con4rac4orwill be paid.
57+00 58 4894����.. 108+00 '� 632����.. 331 '�� '��

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�_�_�_�_�_I P-4900A X-2
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-3
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X�
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-5
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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. ..... ..... . . .. .... . ... ..... ..... ...... .�.� .. ...... .... . .... .............. ....... . . ... . . . . . ... . ..... ....... . .I U� S 10 PROJ.REFERENCE NO. SHEET I
�_�_�_�_�_I P-4900A X-E
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-16
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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. ..... ..... . . .. .... . ... ..... ..... ...... .�.� .. ...... .... . .... .............. ....... . . ... . . . . . ... . ..... ....... . .I U� S 10 PROJ.REFERENCE NO. SHEET N
�_�_�_�_�_I P-4900A X-17
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-27
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�_�_�_�_�_I P-4900A X-29
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..... ..... . . .. .... . ... ..... ..... ...... .�.� .. ...... .... . .... .............. ....... . . ... . . . . . ... . ..... ....... . .I U� S 10 PROJ.REFERENCE NO. SHEET NO.
�_�_�_�_�_I P-4900A X-30
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-34
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. ..... ..... . . .. .... . ... ..... ..... ...... .�.� .. ...... .... . .... .............. ....... . . ... . . . . . ... . ..... ....... . .I U� S 10 PROJ.REFERENCE NO. SHEET N
�_�_�_�_�_I P-4900A X-35
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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130 120 110

. ..... ..... . . .. .... . ... ..... ..... ...... .�.� .. ...... .... . .... .............. ....... . . ... . . . . . ... . ..... ....... . .I U� S 10 PROJ.REFERENCE NO. SHEET N
�_�_�_�_�_I P-4900A X-36
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-37
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�_�_�_�_�_I P-4900A X-38
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�_�_�_�_�_I P-4900A X-39
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. ..... ..... . . .. .... . ... ..... ..... ...... .�.� .. ...... .... . .... .............. ....... . . ... . . . . . ... . ..... ....... . .I U� S 10 PROJ.REFERENCE NO. SHEET N
�_�_�_�_�_I P-4900A X-40
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140
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�_�_�_�_�_I P-4900A X-42
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�_�_�_�_�_I P-4900A X-43
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See Sheet 9��A For Index of Sheets
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ROBES01� COUI�TY
LOCATIOIV: RAIL GRADE SEPARATI011i OVER SR 1563 (U11rI01V CHAPEL RD)
£�' GRADE CROSSIIVG RELOCATI011t 0111 SR 1571 (J0111ES RD).
TYPE OF WORK GRADI11lG, DRAINAGE, PAVING, £� STRUCTURE.
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sT�z� � s�EET s �
� ��� P-4900 ���
- - - - o � �,.,�,. �, ,.,, � � „�.
v
� THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. ����,g���,���9 ��„�N�
" � DO NOT i1SF. POR CONSTRUCTION
$ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
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Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPER7Y.•
State Line ---° --°—
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin U
Property Corner �
Property Monument 0
Parcel/Sequence Number i23
Existing Fence Line -X X y-
Proposed Woven Wire Fence �
Proposed Chain Link Fence a
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -wLe- - - -
Proposed Wetland Boundary WLe
Existing Endangered Animal Boundary t^`
Existing Endangered Plant Boundary �F6
Known $oil Contamination: Area or Site � �
Potential Soil Contamination: Area or Site � �
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine ��
Foundation 0
Area Outline 0
Cemetery 0
Building �
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir � �
Jurisdictional Stream �S
Buffer Zone 1 az i
Buffer Zone 2 ez z
Flow Arrow E -- --
Disappearing Stream �-- -
$pring �� -_..�_- �
Wetland �
Proposed Lateral, Tail, Head Ditch �
False Sump � �
�'�"��I°1� �I� �'�T�$°]I`'IE� �C�1Eg�1Ll[1��
�������71� �IF II��������
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.•
Standard Gauge
RR $ignal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF Wf1Y.•
Baseline Control Point �
Existing Right of Way Marker �
Existing Right of Way Line
Proposed Right of Way Line �
Proposed Right of Way Line with �
Iron Pin and Cap Marker
Proposed Right of Way Line with �
Concrete or Granite WW Marker
Proposed Control of Access Line with �
Concrete GA Marker
Existing Control of Access �;A �
Proposed Control of Access �--�—
Existing Easement Line � —
Proposed Temporary Construction Easement e
Proposed Temporary Drainage Easement Toe
Proposed Permanent Drainage Easement ppe
Proposed Permanent Drainage /Utility Easement ouE
Proposed Permanent Utility Easement Pue
Proposed Temporary Utility Easement Tue
Proposed Aerial Utility Easement a,ue
Proposed Permanent Easement with O
Iron Pin and Cap Marker �
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp CR
Existing Metal Guardrail —
Proposed Guardrail T T T T
Existing Cable Guiderail ° ° Il—
Proposed Cable Guiderail �� u u.
Equality Symbol Q
Pavement Removal �
I�EGETfITION.•
Single Tree S�
Single Shrub �
Hedge r�,"'^^ w�," ^
Woods Line �'��'''-
Orchard
Vineyard
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
WG Power Cable Hand Hole
H-Frame Pole
Recorded WG Power Line
Designated WG Power Line (S.U.E.*)
TELEPHONE:
� � � �
���eyord
�aN�
- � ��N� WW (
�oNC �aw
�--------�
� cs
OO
i
b
�
�
O
�
�
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Existing Telephone Pole f
Proposed Telephone Pole �
Telephone Manhole OO
Telephone Booth ❑O
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole "��
Recorded U/G Telephone Cable '
Designated WG Telephone Cable (S.U.E.*) — - - - -�- - - -
Recorded U/G Telephone Conduit ��
Designated WG Telephone Conduit (S.U.E.*� - - - -��- - - -
Recorded WG Fiber Optics Cable � F�
Designated WG Fiber Optics Cable (S.U.E.*t ----� F�- --
WATER:
Water Manhole OO
Water Meter o
Water Valve �
Water Hydrant �
Recorded WG Water Line "
Designated WG Water Line (S.U.E.*� - - - -w- - - -
Above Ground Water Line A�� wa+er
rv:
N Satellite Dish C<
N Pedestal �
N Tower �
U/G N Cable Hand Hole "��
Recorded WG TV Cable '°
Designated U/G TV Cable (S.U.E.*) - - - -��- - - -
Recorded WG Fiber Optic Cable �° °°
Designated U/G Fiber Optic Cable (S.U.E.*r - - - -�° °- - -
GAS:
Gas Valve - 0
Gas Meter �
Recorded WG Gas Line °
Designated U/G Gas Line (S.U.E.*) - - - -°- -
Above Ground Gas Line ��� �°`
SANITARY SEWER:
Sanitary Sewer Manhole C�>
$anitary Sewer Cleanout G
WG Sanitary Sewer Line �s—
Above Ground Sanitary Sewer A�c sa��+a�y sewe�
Recorded SS Forced Main Line ��s
Designated SS Forced Main Line (S.U.E.*) -._�-
MISCELLANEOUS:
Utility Pole �
Utility Pole with Base [�
Utility Located Object v
Utility Traffic Signal Box �
Utility Unknown U/G Line ���r�
U/G Tank; Water, Gas, Oil I—�
Underground Storage Tank, Approx. Loc. �sT
A/G Tank; Water, Gas, Oil I—I
Geoenvironmental Boring �
WG Test Hole (S.U.E.*) p
Abandoned According to Utility Records AATUR
End of Information E.O.I.

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PRELIMINARY PAVEMENT SCHEDULE
C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD.
C2 PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.56,
C3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
IN �AYERS NOT TO EXCEED 3" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.06,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YARD.
PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB
E2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER INCH DEPTH, TO BE
PLACED IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH.
R1 5" MONOLITHIC CONCRETE IS�AND (KEYED-IN)
T EARTH MATERIAL
�J EXISTING PAVEMENT
W WEDGING (SEE DETAIL)
ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
s'-o„
�.(C\���%\ 3� � � � � 4:1
;�`C%�\ �
�� �
USE TYPICAL SECTION NO. 4
HAMMERHEAD LOCATION (SEE PLANS)
PROJECT REFERENCE NO. SHEEi NO.
P-4900 RD-2
RNJ SHEET NO.
ROADWAY DESIGN PAVEMENT
�- � -Y�- ENGINEER ENGINEER
�C� C3 I
E2 � I
� EXISTING
� ' 1➢1E81E1LINgdI'd dd� 1[�1LAN�
EXIST. 12�-0�� EXIST. 12�-0�� DO NOT USE FO CONSTRUCTION
1 I
—����— � � �/ �
�
--.�� 3"MIN. U � Cl II
�EXIST. FLFT EXIST. FTiFT�
DETAIL SHOWING METHOD OF WEDGING %cCC%�l/.���� ��' ----- ----- ��� ���\�y'I>.�
SEE TYPICAL SECTIONS ��.,�' � ��.,�'
�
TYPICAL SECTION NO. 1 USE TYPICAL SECTION No. i
—Yl— STA. 20+45+/— TO 24+00+/—
3:�
� EXISTING
�
10' TO 25' EXISTING
5 EXISTING
� �I �
C1 I
�ExIST. FTiFT EXIST. FTiFT�
, ------- ------ --�� �'�,\`YJ>.�.�
\ ,.,
�� ��� ���
� GRADETOTHISLWE �
TYPICAL SECTION NO. 4
�iC \ ��� �\� 3: %
** VAR.
1
� ,
12'-0"
*10'-0"
�
� SEE PLANS
r
�-Y2- & -Y3-
� 12, 0„
*10'-0"
��
�, SEE PLANS �
�
�
1 I J �� � GRADE TO THIS LME ��i�Y��Y/T'
\�
TYPICAL SECTION NO. Z USE TYPICAL SECTION NO. 2
—Y— LINES —Y2— STA. 24+25.00 TO 36+66.00
—Y2— STA. 40 + 60.00 TO 46 + 15.00
*—Y3— STA. 12 + 50.00 TO 14 + 04.93
�—Y2— ** TIE EXISTING DITCH TO PROPOSED
—Y3— STA. 11 + 50.00 TO 12 + 50.00
'I —Y2— STA.22+00.00 TO 24+25.00
I
8'-0" 16'-0" I 16'-0" 8'-0" TRANSITION FROM TYPICAL
� � � SECTION N0.2 TO N0.3
—Y2— STA. 36+66.00 TO 37+46.00
—Y2— STA. 39 + 80.00 TO 40 + 60.00
12'-0" 4,1p„ 12,_0„
z,_�„ 2,_p„
—
Rl C2
O.OH iSEE PLANS SEE PLANS� O.O$
�� �
!'DAIIC l. T' 1 �
�� � GR4DE TO THIS LINE
TYPICAL SECTION NO. 3
—Y— LINES
4:
USE TYPICAL SECTION NO. 3
—Y2— STA. 37 + 46.00 TO 39 + 80.00

�8�
170
160
150
140
130
180
170
16Q
150
� 140
s
� 130
. ..... ...... ...... ..... ... .. . ... .....
. ..... ....... ....... ...... .. ....... ....... .......
i II'�iiillllllli'� ��iiiiiii'
.........I... ._I_..........I ..I ........I.........I....
PROIECT REFERENCE NO. SHEET NO.
P-4900 RD-7
ROAOWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
���' ����N �� ��.a�N�
DO NOT USF. FO GONSTRL�CTIOI:
=—Yl— PROFILE EL = 182.48
EL = 166.98'
_ I � I i I � I o i ! h o i ! r o I ; , ---------------_
NOTE: FOR —Yl— PLAN SEE RDY SHEET RD-4
15+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
_- _ _ _ _ .
BEGIN GRADE __ Pl = 31+00.00 ._- __
EL = 167.40' - - -
_ __ - _._
-Y2- STA 22+OOA0 _ - ..- VC = 500' ---- --- __ __
EL 164.69' _ _ - _ K = 832 __ _ -- _ _ _
- o - . —.
: : °O1 $� °o,m : :
M
� �� °°� g�
� N � o, � f+10.30/I% "' `; (-10.3000%
� n u u n
------------ (—J � — ------------- ��
�_ 0.3000% �( J0.8800% -_______ _-__ a�u 2� ------__
---------------------- - -- - -
�-�----- ----�.���.�_ F'" -1:LGQ�`QQl --------
f�-1"�.7'CJO(Tl. •
-- -- ---- -------f-1-@.30�D�: ---- ------------- ._ ._.._. _. _. _. _.._.._
_.._..—�-- —.._..
._.._. _.
�————————————-——--———————-————————-——-——-——-————-————————————•————----------------------------------------._.-_.........r.,._..__-------�--�—_�......-_.._.._..�__�__�__—__—--——�—=—=—————
. �._. _.._.._.._.._.._.._.._.
\ ..�._ ._. _.._.._ ._.._.._.._. _.._. _ ._.._.._.._.._.._.._.._..--.— .--._ ._.._.._.._. _.._ ._.._.._.._.._.._. _.._.._.._. _.._.._.._
� �� �PROPOSEO �-� 0.4493% f+J 0.3000% f+10.7274% f+10.4657%
� - - Q� �o� � � � ��� �PROPOSED DITCH (LTl � � �
. : : : : : : : : : : + N O � ��. . �. �. . ��T�H �RT� g : .
N� �� - � C
::: :�. .: ::: q n p II . �. ..�. �. .�.�.
�W �W
... . .. ... .... ..... . ... .... ..... ..... ........i. ...
... . .�. .�.. .... ..... �. .�.�. .�.�.�. .�.�.�.�. .�.�.�.�. �.�.�.�..�.�..�
... . .. ... ...... ....... ....... ....... ....... . ... ...... ....... ....... ........�
: -Y2-
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II II
� W
PIPE HYDRAULIC DATA
DRAWAGE STRUCTURE NO. 0501
DRAINAGE AREA = 4.8 AC
DESIGN FREQUENCY = 25 YRS
DESIGN DISCHARGE = 12 CFS
DESIGN HW ELEVATION = 161.5 FT
700 YEAR DISCHARGE = 14 CFS
100 YEAR HW ELEVATION = 161.8 FT
OVERTOPPINGFREQUENCY =>100 YRS
OVERTOPPWG DISCHARGE =15 CFS
OVERTOPPING ELEVATION = 162.5 FT
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
4�
g�
� 1 �.�.. �.�.. �.�.. .. . �.�.
� W
NOTEcFOR -Y2- PLAN SEE RDY SHEET RD-5 & RD-6
31+00 32+00 33+00 34+00
�8�
170
160
150
140
130
180
170
160
150
140
130

� PROIECT REFERENCE NO. SHEET NO.
R
q P-4900 RD-8
u� ROAOWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
- . ..... ...... ...... ...... ... .. . ... .....
. ..... ....... ....... ...... . ....... ....... .......
. . . . . . . . . . . . . . . . . . . . . . . . ���' ����N �� �Il.a�N�
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DO NOT USF. FO GONSTRL�CTIOI:
II I II'�II IiiIIII�II I III; I I
I
___ _ ____ _______III__ � _
', , �
��
Pl = 38+OOA0 � �
EL = 165.30' PI = 39+50.00
180 VC = loo� EL = 165.3a �� 180
K= 333 VC = l50' P�*,
K=98
dd
� � � END GRADE
� _ -r2- Sra as+i5.00 ! 170
170 � � -- - -- �v M EL /55J2'
�,.
�l �2 (+10.0000% i' i' i
, (-
1/
/� `_ S30B% i i
-�.-_ \' �' � � ���`
160 --- \ PROPOSED-__�__�i�F)0..3OOOI �----------; -� ------------------ ` �2��/ f-J0.8500% --------- -_ 160
- � ---__
D�TCH (�T) �� i.. ... ..... ....... ........i........ _ '-` 1�--'------'----^
� . . . . i �����__�__�__��_
�PROPOSED - � � � � � � ��, �-
� ` DITCH fRTI � �PROPOSED Q
�rJO O .. � __.--- � �M �` �DITCH (RT) S� .. - .. . �JrQ
� i i : : � �. . �. �. �. �. �. �. , � � p� O �p _ . _ : _ . i i �. _ :
�� * �, g� o�
W P u Q� M� _
140 a w �� °� u . : 140
,
a W __ - ,
_ . — _ v - -- -- -- - - —
130 - -- -- _ _ : — / � _ - ' '� : : 130
_ _ _ _ _ _ _ _ _ _ _ . . , , , _
NOTE: FOR -Y2- PLAN SEE RDY SHEET RD-5 & RD-6
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00
� � �
. __ _ _ _ _ _ _ _ _ _ _ _ _ _
: _ , : :
__ _
G/N GR _ .
-Y3- STA 11+50A0 --. .- END GRADE EOP -- -- _ __ --
-- - -- -- -_ _
EL 162J6' -Y3- STA I4+04.93 -- : :
: EL 160J9' :
170 . - :
� :-- . _ — -
� _.- _ _ - -- -- - __ — -- _ _ _ _
— ---
- — - _
������������� ����������� � q .. .. .. .. . . .. .. __ — — — . _ .—_ —.—_ _._ . ..
160 �
-- --- --
r-�o.7�27i °t+)2.000�� ;
18" RCP :
�
G PIPE HYDRAULIC DATA
1 JO DRAINAGE STRUCTURE NO. 0601 _
.... ... . .. ... ... DRAINAGEAREA =1.5 AC .�.�. .�.�.�.�. .�.�.�.�. �.�.�.�. �.�.�. .�. �. .�.�. .�.�.�. .�.�.�.�. ..... .... . .. .. . .... ..-.�. .�..�.�. .-.�.�.�. �.�.�.. . �.. .. . .�.�.�. .�.�.�� �.
.�.. .�.. .�. .. ... DESIGNFREQUENCY =25 YRS �. ..... �.�.�. .�.�.�.�. .�.�.�.�. �.�.�.�. �.�.�. . �. .�. �.�.�. .�.�.�.�. .�.�..�. ..�.�. .�. . �. ... �.�.�. .�.�..�. .�.�.�.�. �..�.�. �.�. . �. �.�.�. .�.�.�.
�. . . . . . . . . . . . . . DESIGN DISCHARGE = 32 CFS �. . �. �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. . �. �. �. �. �. . �. �. � �. . . . . . . . . . . . . . . . . . -. . . . -. . . . -. �. -. -. �. -. . -. . . . . �. . . �. �. �. �. �
,1 �ESIGN H W ELEVATION = 157.9 FT �. . �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . . . . . . . -. -. . -. . -. -. . -. -. . �. . . . �. -. -. . �. �. �. �.
l4O 700 YEAR DISCHARGE = 3.8 CFS
. . . . . . . . . . . . . . . . . . . . . . . 100 YEAR HW ELEVATION = 158.0 FT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
�.... ... . .�. .�.. ... OVERTOPPINGFREQUENCY =>100+ YRS �. .�.�. .�.�.�. .�.�.�.�. .�.�.�.�. �.�.�.�. �.�.�. .�. �. .�. .�.�.�. .�.�.�.�. ..... .... . .. .. . ... .... ..... ..... .... . .. .. . .�..�. .��.�.�. .
�.... ... . .. ... ... OVERTOPPING DISCHARGE _- CFS �. .�.�. .�.�.�. .�.�.�.�. .�.�.�.�. �.�.�.�. �.�.�. .�. �. .. .�.�.�. .�.�.�.�. ..... .... . .. .. . .... ...-. ..-.�.. ..-.�.�. -.�.-.. . -.. .. . .�.�.�. .�.�.�.�.
. . . . . . . . . . . . �. . . . . OVERTOPPING ELEVATION = 1602 FT �. . �. �. . �. �. �. . �. �. �. �. . �. �. �. �. �. �. �. �. �. �. �. . �. �. . �. �. . �. �. �. . �. �. �. �. . . . . . . . . �. . . . . . �. . . . . . . . �. . �. �. �. �. . . �. �. �. �. �. �. �. . . . . �. . . �. �. �. . �. �. �. �. �
130 :
` 120 . I
� _
. __ _ _ _ __ _ ___ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _
s
� __ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _
`� „o : —Y3—
� �
a�. ..-.. .... . .. ... .... .. .-.. .. �. .�.�. .�.�.�. .�.�.�.�. .�.�.�.�. �.�.�.�. �.�.�. .�. �. .�.�. .�.�.�. .�.�.�.�. .-.-..-. ..-.�. . .-. .. -. .-... �.�.
� .... .. ....... ....... ... ... .... .. ....... . ..... ....... ....... .
� - . . ... . ... . ... .. .. .. ...
�� NOTE: FOR -Y3- PLAN SEE RDY SHEET RD-6
��
Nc
�� 10+00 11+00 12+00 13+00 14+00

���
+ ���
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Ecosystem Enhancement Program
Governor
January 13, 2015
Mr. Marc Hamel
Rail Project Development Manager
North Carolina Department of Transportation
1553 Mail Service Center
Raleigh, North Carolina 27699-1553
Dear Mr. Hamel:
Subject: EEP Mitigation Acceptance Letter:
P-4900, Pembroke Connector, Robson County
Donald R. van der Vaart
Secretary
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by
you on January 12, 2015, the impacts are located in CU 03040203 of the Lumber River basin in the Southem Inner
Coastal Plain (SICP) Eco-Region, and are as follows:
Lumber
03040203
SICP
5tream
Cold � Cool
Wetlands
Warm Riparian Non- Coastal
Riparian i Marsh
Buffer (Sq. Ft.)
Zone 1 � Zone 2
� Impacts (feetlacres) I 0 I 0 I 432.0 I 2.19 I 0 0 I 0 I 0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application
for details.
EEP commits to implementing sufficient compensatory stream and riparian wetland mitigation credits to
offset the impacts associated with tlus project as deternuned by the regulatory agencies in accordance with the N.C.
Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument
dated July 28, 2410. 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 EEP.
cc:
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
� �� �h��'�
Ja e . Stanfill
�P ; sset Management Supervisor
Ms. Liz Hair, USACE Wilmington Regulatory Field Office
Mr. Mason Herndon, NCDWR — Fayetteville Office
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: P-4900
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: http://portal.ncdenr.orglweb/eep
An Equal Opportunity 1 Affirmafive Aciion Employer— Made in part by recycled paper

PROPOSED PEMBROKE RAIL CONNECTOR
From the CSX "A" LINE to the CSX "SE" LINE
Pembroke, North Carolina
Robeson County
FEDERAL PROJECT NO. TCSP-0635(5)
STATE WBS NO. 41099.1.S3
TIP NO. P-4900
Administrative Action
Finding of No Significant Impact
Submitted Pursuant to the National Environmental Policy Act
42 USC 4332(2)(c)
United States Department of Transportation
Federal Highway Administration
North Carolina Department of Transportation
Rail Division
November 2014

Table of Contents
A. GENERAL DESCRIPTION .................................................................................................1
B. PROCEDURAL HISTORY AND NEPA COMPLIANCE ....................................................1
C. STATEMENT OF PURPOSE AND NEED ..........................................................................2
D. ALTERNATIVES CONSIDERED ........................................................................................3
E. PREFERRED ALTERNATIVE ............................................................................................4
F. RESULTS OF ENVIRONMENTAL ANALYSIS ..................................................................5
G. PUBLIC AND AGENCY COORDINATION ......................................................................10
G.1 CIRCULATION OF THE ENVIRONMENTAL ASSESSMENT (EA)
G.2 PUBLIC HEARING
G.3 AGENCY COMMENTS RECEIVED ON THE ENVIRONMENTAL ASSESSMENT
G.4 PUBLIC COMMENTS RECEIVED ON THE ENVIRONMENTAL ASSESSMENT
G.5 ERRATA/ADDITIONS TO THE ENVIRONMENTAL ASSESSMENT
H. ENVIRONMENTAL COMMITMENTS .............................................................................12
I. CONCLUSION ...................................................................................................................13
EXHIBITS
APPENDICES
A. Additions and Errata to Environmental Assessment
B. Agency and Public Comments and Responses

A. General Description
The North Carolina Department of Transportation (NCDOT) 2012-2018 State Transportation
Improvement Program (STIP) includes the construction of a new rail connector in Northeast
Pembroke, North Carolina. This document analyzes the environmental impacts of the Pembroke
Rail Connector (Project), which is proposed as a new single track railroad that would provide a
northeast quadrant connection between the existing north-south CSX "A" Line and the east-west
"SE" Line (also referred to as the CSX Wilmington Subdivision). Exhibit 1 shows the Project
vicinity, while Exhibit 2 shows the Project study area. The Project is identified as NCDOT
Transportation Improvement Program (TIP) Project P-4900.
B. Procedural History and National Environmental Policy Act Compliance
The FHWA is the lead Federal Agency for the Project under the National Environmental Policy
Act of 1969' (NEPA) and NCDOT is the lead State Agency. FHWA and NCDOT completed the
Pembroke Rail Connector from the CSX "A" Line to the CSX "SE" line Environmental
Assessment (EA) on March 27, 2014. NCDOT issued a notice of opportunity for a public hearing
for the Project on May 20, 2014, and published the EA for review and comment through May 31,
2014. The EA and this Finding of No Significant Impact (FONSI) were prepared in accordance
with NEPA, as amended; they include the disclosure of relevant environmental information
regarding the Project and are intended for use by both decision-makers and the public. FHWA
and NCDOT are responsible for preparing this FONSI. The contents of the EA and this FONSI
conform to the Council on Environmental Quality (CEQ) guidelines regarding the
implementation of NEPA.
This project is a Federally Funded Rail Project. Financing of this project will be through the
Transportation, Community, and System Preservation (TCSP) Program. The TCSP Program is a
FHWA Program being jointly developed with the Federal Transit Administration, the Federal Rail
Administration, the Office of the Secretary, and the Research and Innovative Technology
Administration within the US Department of Transportation, and the US Environmental Protection
Agency.
� 42 U.S.C. § 4321, et seq.
1

C. Statement of Purpose and Need
The purpose of this project is to provide efficient movement of equipment, supplies, and
personnel between military facilities at Fort Bragg (Honeycutt Marshalling Yard, Fort Junction),
CSXT's Milan Yard, and port facilities at the North Carolina State Port at Wilmington and the
Military Ocean Terminal at Sunny Point (MOTSU). Fort Bragg officials identify the Pembroke
connector as a priority project that would allow military personnel to deploy from Wilmington
rather than Charleston.2
CSXT's two mainlines in this region are the "A" Line, which primarily runs in a north-south
direction (shown in yellow below) and the CSX SE, which runs primarily east-west (shown in
green below). The "A" line is the railroad's primary north-south route on the east coast, connecting
the northeastern United States with Florida. Davis Yard in Wilmington is the eastern end of the
CSX "SE" Line with the hump classification yard at Hamlet being at the western end. Currently, a
train movement between Wilmington and Fayetteville has to pass through Pembroke, turn at the
siding at Wilkes or the yard at Hamlet and return through Pembroke a second time to access the
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connection in the northwest
quadrant of the existing at-grade
diamond crossing. This maneuver
requires crossing of ten at-grade
crossings between Jones Road (on
the CSX "SE" Line) and Cornith
Road (on the "A" line) a total of two
times. The average freight train
(approximately two miles long)
traveling at 15 miles per hour
(mph) through the area would
activate each of these crossings
for a minimum of eight minutes.
The proposed Project would
bypass these at-grade crossings,
Z North Carolina Department of Transportation, Intergovernmental Re�ations Committee Minutes — Wednesday, March 7, 2012.
http://www. ncdot.gov/download/about/board/intergovtrelations/meetingMinutes/2012_M i nutes. pdf
2

which would reduce the exposure of vehicular traffic to rail traffic, maximize efficiency, and
minimize inconvenience to citizens and motorists.
By improving regional rail connection between I-95 and the NC State Port in Wilmington, the
proposed Project supports the CSX National Gateway Initiative. Through rail infrastructure
improvements and intermodal terminal development and expansion, this public-private
partnership will result in a highly efficient rail system to connect Midwest producers and
consumers with mid-Atlantic ports and world markets.3
The proposed Project would reduce the number of freight trains traveling through downtown
Pembroke and would improve the routing of freight trains between Wilmington and points north.
This connector would also provide a link between the CSX "A" Line and "SE" Line that would
allow for the potential establishment of an intercity rail passenger service between Raleigh and
Wilmington via Fayetteville.
D. Alternatives Considered
NCDOT evaluated five preliminary alternatives including a No-Build Alternative, an Improve
Existing Alternative and three Preliminary Build Alternatives. After the initial screening,
Preliminary Build Alternatives 1 and 2 were eliminated due to a high level of environmental
constraints, existing development, and lack of local support. Preliminary Build Alternative 3 was
carried forward for detailed study and was re-designated as Alternative B. In addition, an
optional alignment to Preliminary Build Alternative 3 was developed to minimize property
impacts and farm fragmentation. This option was designated as Alternative A.
The No-Build Alternative was eliminated because it does not meet the purpose and need of
providing direct and efficient connection for the movement of materials and equipment between
military and port facilities. The No-Build Alternative also would not improve safety or minimize
inconvenience to Pembroke citizens by reducing the exposure of highway traffic to rail traffic.
3 Federal Highway Administration (FHWA). 2010. Environmental Assessment and Section 4(f) Evaluation for the Phase I National
Gateway Clearance Initiative. September 7, 2010.
http://www.nationalgateway.org/sites/default/files/pdfs/EA/Environmental_Assessment_ and_Section_4_f Evaluation.pdf
3

The Improve Existing Alternative was also eliminated because train maneuvers would be
identical to the existing and the no-build conditions would not satisfy the purpose and need for
the proposed Project. Similar to the No-Build Alternative, the Improve Existing Alternative would
not improve rail connectivity or improve safety by removing train movements through downtown
Pembroke.
NCDOT selected Alternative A as the Preferred Alternative because it best meets the purpose
and need of the project while avoiding environmental impacts to the maximum practical extent.
Alternative A can be seen on Exhibit 3.
E. Preferred Alternative
Alternative A was selected as the Preferred Alternative based on an assessment of which
alternative best meets the purpose and need of the proposed Project and the results of a
preliminary comparison of impacts. Although wetland and stream impacts are higher for
Alternative A, Alternative B's closer proximity to developed areas would result in more impacts
to the human environment.
The eastern section of Alternative A loosely parallels the outskirts of Bear Swamp while
Alternative B parallels Wardell Road and is adjacent to agricultural/undeveloped lands. As future
development occurs, new at-grade crossings would be needed along the eastern portion of
Alternative B's alignment, which is not consistent with the need to improve operational efficiency
and safety. In addition, Alternative A avoids the potential for future at-grade crossings by
maintaining close proximity to Bear Swamp.
An important consideration is the operational need for the connector to accommodate the entire
length of a freight train so the CSX "A" and "SE" Lines can remain open while a train is
transitioning between the two lines. An approximate length of two miles is needed to
accommodate most freight trains. Alternative A(2.4 miles) is longer than Alternative B(1.8
miles) and provides more length to better accommodate freight trains.
4

F. Results of Environmental Analysis
Potential environmental impacts associated with the Preferred (Build) Alternative, as described
in the EA, are summarized in Table 1 below.
TABLE 1
SUMMARY OF IMPACTS FOR THE PREFERRED ALTERNATIVE
Section of EA Summary of Impacts Proposed Mitigation
3.1 Minor Impact. The Preferred Not Applicable.
Land Use, Zoning, & Alternative will not have a significant
Property Acquisition impact on land use or zoning as it will
be consistent with existing land use
plans and local planning documents.
3.2 Minor Impact. The Preferred Not Required.
Farmland Alternative would impact land that is
currently in agricultural use.
Construction of the Project would be in
compliance with the Farmland
Protection Polic Act FPPA .
3.3.3 No Impact. The proposed Project Not Applicable.
Community Disruption would have an overall beneficial
effect on the Pembroke community by
reducing the exposure of vehicular
traffic to rail traffic, reducing horn noise
frequency, and minimizing
inconveniences to citizens and
motorists.
3.3.4 No Impact. The Preferred Alternative Not Applicable.
Transportation will have a positive impact on
military transportation needs by
providing an efficient connection with
ports in the Wilmington area. It would
also help freight and intercity
passenger rail development by
improving regional operations.
Roadway transportation would be
improved by bypassing ten at-grade
crossings and avoiding the need to
move through these crossings a total of
two times every time a train needs to
change direction.
3.3.4 No Impact. Construction of the Not Applicable.
Possible Barriers to Preferred Alternative would not result in
Elderly and barriers to the elderly and handicapped
Handicapped populations.
3.3.7 No Impact. The Preferred Alternative Public access to the construction site
Public Safety would improve overall public safety will be limited through the use of
by allowing trains to bypass ten at- temporary fencing, warning signs, or
grade crossings and eliminate other safety precautions.
additional maneuvers required to
5

TABLE 1
SUMMARY OF IMPACTS FOR THE PREFERRED ALTERNATIVE
Section of EA Summary of Impacts Proposed Mitigation
change directions. This change
effectively reduces 2 at-grade
crossings in the Pembroke area per
train.
3.3.8 No Impact. Access to area Not Applicable.
Temporary Business businesses will be maintained
Impacts throughout and after construction.
3.3.9 No Impact. There are no Section 4(f) Not Applicable.
Section 4(f) recreational resources within the
Recreational Project study area.
Opportunities
3.3.9 No Impact. There are no Section 6(f) Not Applicable.
Section 6(f) resources in the Project study area.
Resources
3.4 Minor impact. There is one business Not Applicable
Right of Way and and one residential location but the
Relocation Impacts "residence" is a recreational fishing
cabin and the business is an office
trailer.
3.5 No Impact. The Preferred Alternative Not Applicable.
Secondary & is not anticipated to change the type
Cumulative and extent of development expected to
Impacts occur on a long-term basis. The
proposed Project and other projects in
the area will ultimately contribute
beneficial cumulative effects by helping
to create a more efficient regional,
multi-modal transportation s stem.
3.6 No Impact. No disproportionately high Not Applicable.
Environmental Justice or adverse effects to the identified low-
income or minority populations are
anticipated. The Preferred Alternative
will not result in the disruption or
segmentation of existing communities.
3.7 No Impact. The results of the Not Applicable.
Air Quality Applicability Analysis as part of the
General Conformity process showed
the Project to be below threshold and
regionally insignificant.

TABLE 1
SUMMARY OF IMPACTS FOR THE PREFERRED ALTERNATIVE
Section of EA Summary of Impacts Proposed Mitigation
3.8 Minor Impact. The Preferred Not Applicable.
Noise & Vibration Alternative would create six noise
impacts; however, train horn noise and
vibration impacts to the downtown
Pembroke area would be reduced due
to bypassing ten at-grade crossings
that are each crossed two times by
trains traveling between Wilmington
and Fayetteville. Two vibration impacts
would be created by the Preferred
Alternative; however, NCDOT does not
anticipate that any buildings within the
project vicinity would experience
vibration levels capable of producing
damage.
3.9.2 Minor Impact. The Preferred Proposed Mitigation (Waters of
Water Bodies & Alternative would create 883 linear feet the U.S.) - Mitigation may be
Waterways of stream impacts and would require a provided by the North Carolina
major drainage structure at Bear Department of Environment and
Swamp. Natural Resources Ecosystem
Enhancement Program (EEP). In
accordance with the "Memorandum
of Agreement Among the North
Carolina Department of
Transportation, and the U.S. Army
Corps of Engineers, Wilmington
DistricY', July 22, 2003, and
amended June 2004 and March
2007, final determinations on
compensatory mitigation are made
by the USACE and NCDWQ as part
of the permitting process. NCDOT is
responsible for and commits to
undertake an necessar miti ation.
3.9.3 No Impact. A survey of the Project Not Applicable.
Ecologically Sensitive study area found no ecologically
Areas sensitive areas, wildlife habitat, or
designated critical habitat areas.
3.9.3 No Impact. The use of other natural Not Applicable.
Use of Other Natural resources will be minimal during
Resources construction. Efforts will be made
during construction to minimize
adverse impacts to natural resources
both onsite and adjacent to the
construction boundary.

TABLE 1
SUMMARY OF IMPACTS FOR THE PREFERRED ALTERNATIVE
Section of EA Summary of Impacts Proposed Mitigation
3.9.3 Minor Impact. Construction of the Not Applicable.
Water Quality Preferred Alternative will change the
total amount of impervious surface in
the Project study area; however, the
single-track railroad on a gravel ballast
foundation will not introduce a
substantial amount of impervious
surface to the area.
3.9.4 No Impact. The proposed Project is Not Applicable.
Coastal Zones not one of North Carolina's 20 coastal
zone counties.
3.9.4.1 No Impact. The Preferred Alternative Proposed Mitigation (Waters of
Wetlands would create 2.48 acres of wetland the U.S.) - Mitigation may be
impacts. provided by the North Carolina
Department of Environment and
Natural Resources Ecosystem
Enhancement Program (EEP). In
accordance with the "Memorandum
of Agreement Among the North
Carolina Department of
Transportation, and the U.S. Army
Corps of Engineers, Wilmington
DistricY', July 22, 2003, and
amended June 2004 and March
2007, final determinations on
compensatory mitigation are made
by the USACE and NCDWQ as part
of the permitting process. NCDOT is
responsible for and commits to
undertake an necessar miti ation.
3.9.4.7 No Impact. Field surveys found no Not Applicable.
Threatened & evidence of federal or state-listed
Endangered Species threatened and endangered species
within the Pro�ect stud area.
3.11 No Impact. The Preferred Alternative During drainage design, structures
Floodplains would create 3.0 acres of impacts to will be sized to ensure that floodplain
Zone AE floodplains and 1.85 acres of areas are not increased.
impacts to Zone X floodplains.
NCDOT Hydraulics Unit will
coordinate with FEMA and local
authorities in the final design stage
to ensure compliance with applicable
floodplain mana ement ordinances.
3.12 No Impact. No historic architectural Not Applicable.
Cultural Resources properties would be affected by the
proposed Project. Archaeological
resources will be evaluated following
the selection of a Preferred Alternative.

TABLE 1
SUMMARY OF IMPACTS FOR THE PREFERRED ALTERNATIVE
Section of EA Summary of Impacts Proposed Mitigation
3.13 No Impact. The C&P Mini Mart is Not Applicable.
Hazardous Materials located within the Project study area
Inventory near the proposed grade separation at
SR 1563 (Union Chapel Road). No
adverse environmental effects would
be created by the alteration of the site.
3.15 No Impact. During construction, there Not Applicable.
Use of Energy will be an increase in energy usage
Resources due to construction related activities.
However, upon the completion of
construction, the Project will facilitate
more efficient operations for trains and
an elimination of automobile idling due
to stopped trains, resulting in lower
energy usage.
3.16 No Impact. The proposed grade Not Applicable.
Aesthetic and Design separation will alter view sheds along
Quality Impacts SR 1563 (Union Chapel Road) but
would not affect any distinct visual
resources within the area.
3.18.4 Minor Impact. Construction of the A construction phasing plan will be
Temporary proposed grade separation at SR 1563 developed to minimize transportation
Transportation (Union Chapel Road) may create effects associated with construction
Impacts temporary impacts at this location. of the grade separation at SR 1563
Traffic would be maintained, however, (Union Chapel Road).
and construction and operations would
be scheduled to keep traffic delays
minimized.
3.18.5 No Impact. Solid waste resulting from Not Applicable.
Solid Waste Disposal construction will be disposed of in
accordance with State and local
requirements throughout the duration
of construction.
Public Health No Impact. No impacts to public Not Applicable.
health are anticipated as a result of the
ro osed Pro�ect.

G. Public and Agency Coordination
G.1 Circulation of the Environmental Assessment (EA)
The EA for the Project was approved and signed by NCDOT on March 26, 2014 and by FHWA
on March 27, 2014. Copies were distributed to state and federal environmental resource and
regulatory agencies and local governments. NCDOT issued a notice of opportunity for a public
hearing for the Project on May 20, 2014, and published the EA for review and comment through
May 31, 2014. A public hearing map and a copy of the EA were made available for public
review at the NCDOT Division 6, District 1 Engineer's Office, Town of Pembroke Manager's
Office and the Lumbee Tribal Housing Complex. The public hearing map was available at
http://www.ncdot.gov/proiects/publicmeetings/. Comments on the EA were accepted by NCDOT
through May 31, 2014.
G.2 Public Hearing
The EA was approved on March 27, 2014. Subsequently, a public information meeting for the
design was advertised by NCDOT via postcards mailed to the project mailing list as well as
newspaper advertisements for the Pembroke Rail Connector Project and was held on May 20,
2014. The comment period for the environmental document ended on May 31, 2014.
G.3 Agency Comments Received on the EA
Federal, state, and local agencies provided comments during the comment period. Comments
from the agencies, and the responses to these comments, are summarized in Appendix B.
During the agency comment period, NCDOT received comments from the US Environmental
Protection Agency (USEPA), NC Department of Environment and Natural Resources
(NCDENR) Division of Water Resources (DWR), NCDENR Division of Waste Management
(DWM), and NC Department of Agriculture and Consumer Services (NCDACS). As noted
above, NCDOT's detailed responses to those comments are in Appendix B.
To summarize, the USEPA requests that NCDOT follow Design Standards for Sensitive
Watersheds for work located by Bear Swamp and Watering Hole Swamp as they are classified
as Water Supply Watershed (WS) IV. They also request that NCDOT work to reduce wetland
impacts during final design.
10

Project specific comments from the Fayetteville Regional Office of DWR include the following:
They request that project design plans provide treatment of stormwater runoff through best
management practices (BMPs) as detailed in the most recent version of NCDOT's Stormwater
BMP toolbox. They state that an individual State Stormwater permit will not be required if the
project design meets the requirements of NCDOT NPDES permit NCS000250. General
comments are included in the Public Agency comments in Appendix B.
The Division of Waste Management — Underground Storage Tank Section (DWM-UST) note
that the build alternatives appear to encompass a registered UST facility at 707-F Union Chapel
Road (facility ID 00-0-0000018820), C&P Mini Mart 3. They state that there are no known and/or
reported petroleum releases at this location.
The NCDACS notes concerns over the loss of agribusiness resources and recommends that
improvements to the CSX Rail Line preference designs that reduce potential negative impacts
on farms and forest land.
G.4 Public Comments Received on the Environmental Assessment
The public provided comments during the comment period. Comments and the responses to
these comments are summarized in Appendix B.
During the public comment period, NCDOT received comments from four citizens. As noted
above, NCDOT's detailed responses to those comments are in Appendix B. In general the
concerns revolved around access to the portions of the properties between the proposed rail
and Bear Swamp, potential increases in noise, potential reductions in property values /"takes"
of farmland, potential effect to wildlife, potential effect to Native American resources, possible
increases in flooding, potential derailments / hazardous cargo, and possible security issues from
people using the railroad as a pedestrian walkway.
G.5 Errata/Additions to the Environmental Assessment
Based upon the public and agency comments received during the review period, NCDOT has
made minor revisions to the EA document. A complete list of errata and additions to the EA are
provided in Appendix A. One change is a revision to wetland WZ. The northern boundary of
wetland WZ was refined in the field after the EA was complete. The new WZ acreage is now 1.7
acres instead of 2.12 acres. These acreages as well as the reduced acreages of wetland
11

impacts have changed throughout the EA. The new wetland WZ boundary can be seen in the
attached revised Jurisdictional Streams and Wetlands Map (Exhibit 4). Another important
change is that there is now one business relocation and one residential relocation when there
were none proposed in the EA. The residential relocation is a recreational fishing cabin on the
property of an existing residence near Pond 2 and the business relocation is an office trailer just
south of the funeral home along Union Chapel Road.
H. Environmental Commitments
During the NEPA process, commitments are made to avoid, minimize, or mitigate project
impacts. Commitments result from public comment or through the requirements of, or
agreements with, environmental resource and regulatory agencies. The following special
commitments have been agreed to by the NCDOT.
NCDOT Rail Division
■ No special permit commitments have been agreed to by the NCDOT Rail Division above
those contained in the Project's Section 404 Permit Conditions, Nationwide Permit
Conditions, Regional Conditions, Section 401 Water Certification Conditions, Town of
Pembroke Conditional Use Permit and Watershed Protection Permit, and measures
detailed in NCDOT's Best Management Practices for the Protection of Surface Waters.
■ A construction phasing plan will be developed to minimize impacts to local businesses
during the construction of the proposed grade separation at SR 1563 (Olive Chapel
Road).
12

I. Conclusion
FHWA finds that the impacts of the Preferred Alternative, as assessed in the Pembroke Rail
Connector Project, STIP Project No. P-4900, Robeson County, NC Environmental Assessment
(March 27, 2014) and this FONSI satisfy the requirements of FHWA's Procedures of
Considering Environmental Impacts, and that the Project will not have a significant impact on
the quality of the human or natural environment following the implementation of identified
mitigation measures.
, �,,� ���r
Clarence Coleman
Preconstruction & Environment Director
Federal Highway Administration
u
13
i z �� f 2�� �-
Date:

FHWA Contact Person
Ron Lucas
Eastern Preconstruction & Environment Engineer
North Carolina Division
Federal Highway Administration
310 New Bern Avenue
Suite 410
Raleigh, NC 27601
919.747.7019
List of Persons and Organizations Preparing the FONSI
Marc Hamel
Rail Project Development Manager
NCDOT Rail Division
1 South Wilmington Street, Room 555
1553 Mail Service Center
Raleigh, NC 27699-1553
919.707.4705
James Bridges, Jr., PE, CPM
Senior Rail Project Development Engineer
NCDOT Rail Division
1 South Wilmington Street, Room 555
1553 Mail Service Center
Raleigh, NC 27699-1553
919.707.4716
Paul Koch, PE, AICP
Senior Principal
Stantec Consulting Services, Inc.
801 Jones Franklin Road Suite 300
Raleigh, NC 27606
919.865.7394
14

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APPENDIX A
ADDITIONS AND ERRATA TO ENVIRONMENTAL ASSESSMENT

ERRATA
Pembroke Rail Connector, From the CSX "A" Line to the CSX "SE"
Line, NCDOT Project No. P-4900
This document includes corrections, revisions and or additions to the Environmental
Assessment (EA) for the Pembroke Rail Connector, From the CSX "A" Line to the CSX "SE"
Line (TIP No. P-4900). These corrections, revisions and or additions are subsequent to the
signed approval by the Federal Highway Administration (FHWA) on March 26, 2014.
Page S-4 Relocations section should read:
There is one residential relocation and one business relocation associated with the
Preferred Alternative. The "residential" relocation is a recreational fishing cabin and the
business is an office trailer.
Page S-5 Biotic Communities section should read:
The Project study area is largely made up of active farmland or cattle pasture. The
Preferred Alternative would impact 5.32 acres of upland forest (non-wetlands) and 2.48
acres of wetlands.
Waters of the United States section should read:
The Preferred Alternative is anticipated to impact 2.48 acres of wetlands and 883 linear feet
of jurisdictional streams.
Page S-8 Table S.1 Section 3.4 Right of Way and Relocation Impacts should be added to
the table and should read:
3.4 No impact. There is one business Not Applicable
Right of Way and and one residential location but the
Relocation Impacts "residence" is a recreational fishing
cabin and the business is an office
trailer.
Page S-9 Table S.1 Section 3.9.4.1 Wetlands Summary of Adverse Impacts should read:
No Impact. The Preferred Alternative would create 2.48 acres of wetland impacts.
Page 3-10 Section 3.3.8 Businesses secfion should read:
One business relocation is anticipated as a result of the proposed action.
1

Page 3-10 Section 3.3.81nset box should read:
The proposed Project was designed to avoid impacts to the extent possible to Pembroke
businesses.
Page 3-11 Section 3.4 Right of Way and Relocation Impacts section should read:
Anticipated relocation impacts were estimated by overlaying the Build Alternatives on aerial
photography and field checking the information. The results of this evaluation indicate that there
would be one residential relocations and one business relocations. In the event that future
unforeseen design changes were necessitated that would cause additional relocations,
displacement impacts would be mitigated through implementation of the relocation assistance
programs which would be administered by the NCDOT Right-of-Way Division.
Page 3-11 Section 3.4 Inset box should read:
Only one residential and one business relocation are associated with the proposed Project.
Page 3-13 Section 3.6 Environmental Justice section, third paragraph should read:
Town of Pembroke is home to the Lumbee Tribe and is categorized as an "American Indian
Area" in the 2010 US Census. As discussed in Section 3.4, there is one residential and one
business relocation associated with the proposed Project and there are no disproportionate
noise impacts to any minority or low-income populations. Based on these considerations, the
project would not create any disproportionate effects to low-income or minority populations.
Page 3-23/3-24 Section 3.9.1 Summary of Impacts to Biotic Resources should read:
Impacts to wildlife resources are proportional to forest impacts; or more specifically, proportional
to impacts to large, contiguous land tracts that provide nesting and foraging habitat. Although
project construction would primarily result primarily in impacts to farmland and the
maintained/disturbed community, Alternative A would impact 5.32 acres of upland (non-wetland)
forest and 2.48 acres of wetland forest. Alternative B would impact 2.56 acres of upland forest
and 2.04 acres of wetland forest.
2

Page 3-30 Table 3.9.3 should be replaced with the following:
TABLE 3.9.3
WETLAND CHARACTERISTICS AND IMPACTS
NCDWQ IMPACTS
Wetland Wetland Size Soil Wetland (linear feet)
Name (Acres) Series Soil Taxonomy Rating
Score Alt. A Alt. B
WZ 3.98 JT, Wa6 Cumulic Humaquepts 8� 1.70 1.70
Arenic Kandiudults
WV 0.83 JT Cumulic Huma ue ts 80 --- ---
WX 1.46 WaB Arenic Kandiudults 79 0.01 0.01
WW 0.25 WaB Arenic Kandiudults 53 0.10 0.10
WG 0.21 WaB Arenic Kandiudults 79 --- ---
J 0.17 JT, WaB Cumulic Humaquepts 79 ___ ___
Arenic Kandiudults
I 0.33 JT, WaB Cumulic Humaquepts 79 ___ ___
Arenic Kandiudults
H 0.54 JT, WaB Cumulic Humaquepts �9 0.01 0.01
Arenic Kandiudults
D 0.02 JT, WaB Cumulic Humaquepts 79 ___ ___
Arenic Kandiudults
F 0.84 JT, WaB Cumulic Humaquepts 79 0.44 ---
Arenic Kandiudults
G 0.89 JT, WaB Cumulic Humaquepts 79 ___ ___
Arenic Kandiudults
B 0.54 BB T ic Fluva uents 47 0.22 0.22
A 0.40 BB T ic Fluvaquents 47 --- ---
Wetland Im act Tota/s 2.48 2.04
NU I ts: wetiands are listed nortn to soutn witnin tne Pro�ect study area. "watt" denotes wagram loamy santl. "� I" denotes tne
Johnston soil series. "BB" denotes Bibbs sandy loam. Impacts are based on construction limits plus 25 feet to account for
mechanized clearing.
Page 3-31 Section 3.9.4 Summary of Anticipated Impacts to Wetlands should read:
Alternative A would create 2.48 acres of wetland impacts. Alternative B would avoid impacts to
Wetland F on the portion of its alignment that diverges southward away from Alternative A and
would create 2.04 acres of impact.
Page 3-36 Section 3.9.7 Avoidance and Minimization of Impacts should read:
Throughout the planning and design stages, NCDOT is developing the proposed Project to
avoid and minimize impacts to streams and wetlands to the greatest extent practicable. Based
on avoidance and minimization measures utilized thus far, current wetland impacts are limited to
3

2.48 acres of Alternative A and 2.04 acres for Alternative B. Additional opportunities to
minimize impacts will be investigated during final design.
Page 3-46 Table 3.19.1 Section 3.9.4.1 Wetlands Summary of Adverse Impacts should
read:
No Impact. The Preferred Alternative would create 2.48 acres of wetland impacts.
0

APPENDIX B
AGENCY & PUBLIC COMMENTS AND RESPONSES

<���
� � 6�
•���•
� . • ,.
�-�. `. � �� . �,;
Pat McCrory, Governor
July 3, 2014
Mr. James Bridges
North Carolina Department of Transportation
Rail Division
1553 Mail Service Center
Raleigh, North Carolina 27699-1553
Bill Daughtridge, 3r., Secretary
Re: SCH FiYe # 14-E-4220-04929 EA; Proposed projeet is for the construction of a new rail
connector in northeast Pembroke. Project avould provide a connection beteveen the CS7b A
li�re and the C�X �F line,
Dear Mr. Bridges:
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act. According to G.S. 113A-10, when a
state agency is required to prepare an environmental document under the provisions of federal law, the
environmental doeumenY meets the proeisions of the S2ate Eavironmental Policy Act. Attaehed to fhis
letter for your consideration are the comments made by agencies in the course of this review.
If any further environmental review documents are prepared far this project, they should be forwarded to
this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Crystal Bes����°""` '
State Environmental Review Clearinghouse
Attachments
cc: Region N
Mai[ingAdfiess: Telephane: [phone] LacatfonAddress:
1301 Mail Service Cente� F� [phone] 716 West Jones Street
Raleigh, NC 27699-1301 S[ate Courier #51-01-00 Raleigh, NorCh Carol'ma
e-mai[ stade. c[earPnghouse(a�daa. rac. gov
�tn Equad Opporraniry/Affirmadve Ac6on Employer

� f � a
Aw�-..-
North Garolina Departmeni of Environn�ent and Naiiaral r�esources
P� f McCrary
Goveriio�
MEMORANDUM
T0: Crystal6est
State Clearinghouse
�,n �
FROM: Lyr� Hardisari `�
Qivision of EnvironmenYal Assistance and Customer Service
Permit Assistance & Project Review Coordinator
John E. Skvaria, NI
Secretary
RE: 14-0492
Environmental Assessment — Proposed project is for the canstruction of a new rail
connector in northeasY Pembroke which wii( provide a connectian between the CSX A
Line and CSX SE line
Robeson County
Date: June 24, 2Q14
Tiie Department of Environment and Natural Resources has completed its review of #he proposal for the
referenced project. Based on the information provided, our agencies have identified permits that may
be reqtiired and offered some suggestions. The comments are attached for the applicanYs
consideration.
'fhe Department agencies will continue to be available to assist the appiicant thro�igh the environmentai
review and permitting processes
Thank you for the opportunity to respond.
Attachment
ifi3G� F�ail S�vic2 C�stt� . RalaigYC Pioitn Carplina ?_7G�J9�Y639
CuStomer Sun�iee TCiI Fm.e ?�8; 7-6't.3�674& S Intemai�r waM%, nedencgcv
tu'n.'6p,,..lu ., n r�x:i oi„ w.e.,,,toYa �ISr .�„a�tpy c rc uCa��

a�
......>
�
North Carolina Department of Environment and Natural Resources
Pat MeCrory
Govemor
��
To:
From:
John c. Skvarla. III
Secretary
June 18, 3014
C,yn Hardison, Environmental Coordinator, O�ee of Legislative and L�rergovernmentnl
Affairs
Masai Nerndon, Division of Watec Resources, FayeYteville Regional O�ce .���%
Transportafion Permitting Ltnit
S��bje¢t: Camments on the Final Environmental Assessment related to proposed Pembroke Rail
Connector from CSX "A" line to CSX "SE" line„ Robeson County, Federat Aid Project
Na. TCSP-0635(5}, State Project Na41099.1.S3, TIP P-4400, State Clearinghouse Project
No. 14-Q492.
This o�ce has reviewed the referenced docutnent dated March 2014. The AC Division of Water
Resources (NCDW R) is responsiUle for the issuanee af tha Seetion 40I lT��ater Qualiry Certification for
activities that impacc Wafers of Yhe U.S„ including weHands. IS is our understanding chat the projeck as
presented will resuit in impacts to jurisdictional weTlands, sfreams, and other surFace waters. Tl�e
�CDWR offers the follawing comments based an review of Yhe aforementioned document:
Projeet S�lecific iQCnanents:
Bear Swamp and Watea�ing Hole Swamp are elassified as WS IV waters of Yhe state. The NCDWR
is very concerned with sediment and erosion im�acts that could restGlt from this project The
NCDWR requests that praject desi�n plans �rovide treaanent of the storrn water runoff through
best managemenf praetices as defailed in the most recent versioo ofNCDQT's Stormwater BMP
toolbox in accorda��ce with die requirements of �1CDUT NPDGS permit NC5000250.
2, Provided the project design meets Yne reqLtirements of NCD01" NPDES permit t�'CSOQ02SQ a��
application fior individual State Stormwater permit will not be required (Sn�eanrlining State
Storzmvater Permittii7g for• NCDOT Pr•ojects letter, July� 26, 2013}.
3. NCDWR recommeods that the Affected Environment and Environmental Coi�sequences Section in
future docwnents prepared for this project present the human and environmental impacts oi the
preferred and other alternatives in a siit�ple comparative form (i.e. matrix Yable) that clearly defines
the issues and impacts associated with all of the alternatives and provides a clear basis for the
choica among the alternatives.
Tran;portation anA Pennllting Un�f
1617 Pdal Servipe Gei�tsr, R2leigr,, Nadh �aro!ina 27o89�1fi17
Locaticrr 512 N, Sal�sbury St. Raiel9h, North Carollna 27"o0�i
Phone: 919-�91-6300 1 FAX [phone]P0
Iniernet: ys,�K✓ ncwa[ergu _Uh,�g
Hn Equa} Ooporluniy ! Atf;rnialivu Fuiun Empfi;jNr
�02
Nc�rthCarolin�
�GXtltl"Llf�l� j

4. Tf�e EA document did t�ot identiFy the absence or presence Qf 303d iisfed wateis wiYhin the project
study area. Future environmental documents prepared for this project should address the absence or
presence of 303(d} waters within the project area based on the most recenT list available at the time
tiie document is written.
General Co�nments:
5, The environmental docwnent should provide a detai[ed and itemized presentation af the pra�osad
impacts to wetlands ar�d streams with corresponding n�apping. [f mitigation is necessary as
required by I�A NCAC 2A.05(�6{h), it is preferable Ro present a concepti�a) (if noT fi��alized)
mitigatior� �ian wrth Yhe environmental doeumentation. Appropriate mitigat�ion plans will be
required prior to issitance of a 401 Water Quality Certiiic�tioo.
6. Environmental impact st�fement alternatives shall consider design criteria th2f reduce the impaets to
streams and wet(ands from storm water rtmaff. `I`hese altarnatives shall include project designs that
allow for treatmenf of the stonn water runoff tlu ough best management practices such as grassed
swales, buffer areas, preformed scottr holes, retention basi�s; etc., as detailed in the most recent
version of NCDOT's Stonnwate� BMP toolbox in accordance with ttle requirements of NCDOT
NPI]ES permit NCSQ00250.
Aftar the selectian of tiie prePerre3d aiternative and prior tQ an is9uance of the 4Q I Water Quality
Certifica#ion, the NCDOT is respecTPully reminded that they wil( need to de�nc�nsYrate the avoidance
and minimization of impacts to wetlands {and streams) to the maximum extent practical. In
accordance wiYhthe Enviromnentxl Management Commission's Rtiles (15A NCAC2H.0506[h;]),
mitigation will be required for irnpaets of grea�ter than 1 acre To wetlands. In the eveht Shat
mitigation is required, the mitigation plan shaE( be designed to replace ap�ropriate lost functions and
values. The NC Ecosystem Enhancement Program may be available for use as wetland mitigation.
8. In accordance witl� the Environmental Management Commission`s Rules (15A Iv'CAC 2HA506[I�]},
miti�ation will be required for impacts of greater than t50 linear feet to a�y single stream. In Yhe
event that mitigatioo is required, the mitigation plan shall be designed to replace appropriate lost
fimctions and values. The NC Eeosystem Enhancement Peogram may� be available for use as stream
mitigation.
9. F'utttre documentation, ine(uding the 401 Water QualiYy Certifieation Applieation, shall continue to
include an itemized listing of the proposed wetland a��d stream impacts wiYh correspondiiig
mapping.
10. The NCDWft is very concerned with seditnent and erosion itnpacts thnt could result from this
project. The NCDOT shall address these concerns by describin� the pofential impacts ffiat may
oecur to the aquatic enviromnents and anv mitigatuig factors that woutd redi�ce fhe impaets.
11. The NCDOT is respectfully reminded that all impacts, including but� not 6mited to, bridging, fill,
excavation ai�d clearing, and rip rap to jurisdictianal wetlands, streams, and ripflrian buffers need to
be included i�i the final impaet caleulations. These impacts, in addition to any co�struction impacts,
temporary or otherwise, also need Yo be includui as part o£ tlie 401 Water Quality Certifieafion
App lication.
12. Where streams must be crvssed, che NCDIVR prefers bridges be useci in lieu of culverTS. However,
we realize that economic oonsideradons often require the use of cu[verts. Please be advised fliaT

culverts shotild `na countersunk to a(low unimpeded passage by fish and other aqt�atic organisins.
Moreover, in areas where liigli quality wetlands or streams are impacted, a bridge tnay prove
preferable. When applicable, the NCDOT should not install the bridge benfs in tlie creek, to Ehe
maximum extent practicable.
13. Whenever possible, the NCDWR prefers spanning structures. Spanning strucCUres usually do not
require work within the stream or grubbing of the streambanks and do not reqttire streain channel
realignment. The horizc�ntal and vertica[ c(earanees provided by bridges shall allow for human and
wildlife passage beneath the stn�cture. F[sh passage and navigation by canoeis[s and boaters shail
nof be blacked. Bridge supports (bents) should not be placed in the stream when �ossible.
14. Bridge deck draius shall not discl�arge direcCly into Yhe stream. Stormwater shall be directed across
the bridge and pre-treated through site-a}�propriate means {grassed swales, pre-formed scour h�les,
vegetated buffers, etc.) before entering the stream. Please refer to tlie most curre��t version of
NC;DOT's Stormwater 6iNI' toolbox in accordance with the requirements of NCDOT NPDES
perm it N C St)00250..
I5. Sediment and erosion control measures should not be placed in wetlands or streams.
16. Baerowlwaste areas shottld avoid wetla�ds to the maximuzri exTettt pracEical. tinpaets to weflands in
barrowlwaste areas w'r(1 need to be presented in the 401 Water Qua(ity Certification and could
precipitate compensatory mitigation.
t7. Tne 401 Water Quatity Certification application will need to specifically address the proposed
inefhods for starmwaTer management. More specifically, stormwater shall not be permitted to
discharge directiy into sCreams or surfRCe waters.
18. Based on the informatiou presented in the doeumenf, tBe magnitude of impacYS to wetlands and
streams may require an [ndividual Permit applicafion to the Corps of Engineers and con•esponding
40l Water Quality Cenifieatiorti. Please be ¢civised that a 401 Water Quality Certificatio� requires
saeisfaetory protection of tivater quality to ensure Yhat water quality standards are mat aitd no
wefland or stream uses are Iosf. Final permik a��thorization will require the submittal of a formal
application by the NCDOT and written concurrence frc�m the NCDWR. Please be aware that any
approval witl be eontingent on appropriate avoidance and minunization of 4vetland and stream
irnpacts to the maximum extent practical, the development of an acceptabte storm4vater
managetnent plan, and eha inclusion of appropriata tnitigafion plans where appro�riafe.
14. IF conerete is used during canstruc4ion, a dry wark area shall be maintained to prevent direct contact
between curing conerete aod stream waTer. Water tV�at inadvertenCly contacts uncured concrete shalt
nof be discharged fo surface waters due to the potential for elevated pH and possible aquatic life and
fish kills.
20. If temperrary access roads or detours are constructed, the site slrall be graded to its preeonstraction
contours and elevations. Disturbec areas shall be seedefl or mulched to sYabilize the soi{ and
appropriate native woody species shall be p(anted. When usii�g temporary structuras Che aree shall
be cleared but not grubbed. Clearing the area with c}tain saws, mowers, bush-hogs, or atl�er
mechaoized equipmenf and teaving the stumps and root rt2at intaat allows the areu to re-vegetate
nafurally and minimizes soil diskurbance.
21. Unless othenvise authorized, piaceinent af cttiverts and other stnGCtures in waters and streams shall
be placed below the elevation of the sfreambed by one foot for all culverts with a diameter greater

than 48 inches, and 24 percent of tlie culvert diameter for culverts having a diameter less tl�an 48
inches, to allow low flow passage of water and aquatic liFe. Design and placement of culverts and
ofher structures including temporary erosion control measures shall not be conducted in a manner
tlaat may result in dis-equilibrium of �vet(ands or sCreambeds or benks, adjacent to or upstream and
downstream of the above str�cctures. The applicant is required tc� provide evidence that the
equilibrium is being mainfained ifrequested in writing 6y the NCDWR. IfYhis candition is unable
to be meY due Yo bedrock or other li�niting features aneotmtered d«ring conahuction, please contact
the NCD WR for guidance on how to proceed and to deterrr�ine whether or not a permit modifieation
will be required.
22. If multiple pi�es or berrels are required, they shall be desi�ned to mimic natural stream cross section
as dosely as possible inc(uding pipes or barrels at flood plain elevation, floodplain benches, and/or
srlls may be required where appropriate. W idening the stream channel should be avoided. Stream
channel widening at the intet or out(et end of structures typically decreases water velacity causing
sedimei5t depositia� thaC requires inere�sed maintenance and disrupts aquatic life passage.
23. If foundation test borings are necessary; it sh11i be uoted in the document. Geotechnical work is
approved under General 4QI Certification Number 3883/Nauon�vide Yermit No. ( for Survey
Activities. �
24. Sedirnent and erosion control measures sufficient to proteet water resources must be implemented
and mainYained in accordance with the most recen[ version of North Carolina Sediment and Erosion
Control Planning and Design Manual and the most reecnt version of NCS000250.
25. Alt work in or adjacent to stream waters shall be conducted in a dry work area. Approved BUtP
measures from the most current version of tiie NCDOT Construction and Maintenance Activities
manual sueh as sandbags, rock berms, coffe�dams and other diversian structures shall be used tc�
prevent excavation in flowing water.
26. While the use ofNational We2land fnventory (NWI) maps, NCCoastal Region Evaluation of
Wetland Signifieance {NC-CRE�VS) ma�s and soil survey maps are useFul foois, their inherent
inaccuraeies reqture that qualified personnel parform onsite weYland delineations prior to permit
approval.
27. hteavy equipment should be operated from the bank rather [han in stream ehannels in order ta
i7iinimize sedimentation and i�eduee ihe likelihoc�d of introducin� other pollutants into streams. T}ais
equipmenc shall be inspected daily and maintained to preveut contamin�tion of surface waters from
leaking fi�els, lubricants, hydraulic fluids, or other toxic rnateriais.
28. Riprap shall 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 properly dasigned,
sized and installed.
29. Riparian vegetation (native trees and shrubs} shall be preserved to the inaximum extent possible.
Riparian vegetation must be reestablished within thc consfructio�i lunits c�f the project by the end of
the growing season following completion of cansfruction�
Tlie NCi�WR appreciates the opportunity to provide comments on your project. Should you have any
questions or require any additionai information, please contact Masou Herndon at [phone] or
mas on. herndon�,a7 nc denr. gov.

cc: Liz Hair, US Arroy Corps of Engineers, Wilmington Field Office (electronic copy only)
Claronce Coleman, Federal Highway AdministraYion (electronic copy only}
Jirn Rerko, Division 6 Enviromnental Officer (eVectronic copy only)
Cynthia Van Uer Wiele, Environmental Protection Ageney (electronic copy only)
Gary Jordan, US Fislt and Wildlife Service (electronie copy onfy)
Travis Wilson, NC Wildlife Resourees Commission {eleetronie copy only)
Sonia Ca�rillo, NCDWR Central Offiee (electronic copy oniy)
File Co�ry

State of North Caro3ina Reviewing Office: FRO
IDepa�•tment of Environment and Natura! Resources
INTERGOVERN[vIENTALRF,VIE�6'-PR6.IECTCOMMERTS ProjectNumUerl4-0492 DueDate:6/23/2Q14
ANer mview of this projeet it has been de[erniined that the ENR pem�it(s} andlor approvals indicated may need to be obtai�cd in order (or this projcret fo eomply with
North Camiina [aw. Quutions regarding Ihese penni[s should be addressui to the Regional Office indicateet on the reverse of the fonn. AI( applications, infbnnetion
and guidelines retotiveto thue pians and pennits are availa6le Cmm the same Regianal 0(fice.
Normal Process Time
PERMITS SPECIAL APPLICAT[ON PROCE�URES or REQUIREMEN"CS (starwary �ime limi0
❑Permit to conswct & operaie �vaste�voter treatmem Facilities, Appliealion 90 days 6etore begin constmeiion or a�vard ofco�stmclion JO days
sowersysieme.¢lensioos&9ewersyste�ncnotdischacging mnaactsAn-si�einspec�ioaPOSi-applicalionlechnicalmnferenceiuuaL (96days)
imu etate surt§cewate�s.
NPDES - pertnil to discharge inm surCaee �vuter aneUor Applicalion 180 dnys beCore begi� ectiviry. Qmsiie inspectioa Pce-
� permit to oQerateand ronatrue� n•as�e�varer faeilities applicaiion conP'exence usuai. Additionally, ob�ain penm� to conswei 90-120 days
discharging imo stme sndace n�ere�s. rvastewater « eain�en[ facility-granred after NPDLS 2epty time, 3G days atiec (N/A}
receipt ofplans or issue ofNPDES permibwhichever is tater.
� Water Use Pennit Pre-applicatipn iechnical qoM�erence usualiy necessary 3� da�;s
(N/A)
� Weil Construction Pennil Comple�e applicalion nwsl be receired and pennit issued pnor to Ihe 7 days
insrella(ion of o�vclL ( f 5 days)
Application copy must be served on each adiarent riparian RT�4Rny owner.
� Uredge and Fill Pertnit On-riie inspectioa B�e-xpplicatiai� c�nfe�ence usuaL Filling may require SS ciays
Easemem w Fill from N.0 Ueoartment of Adminisiration and (90 daysS
FederalllreAgeand Fi11 Permif.
Peemit to construc� & o�m�e Ai� Pollvcipn Abereme�t Applica�ion muse be submiued and permil ceceived p�ioc �o
� fnciliiiesanNo�flmissionSwrcesasperl$ANCAC �nslruetlooandoperetionoPtResoarce. ICaperm(tCsreqoiredloan 9pd'ays
(2Q.0100 Ihni 2Q.OS00) acea without Ixal �uning, Ihen there ace addiHonat requirements and
timelines (2Q.0( 13).
❑Pennit to const�vc� S� opeiate Tianspenation feeility ns Appifention must be sub�r�iued e1 lees[ 9Q days prio� to wnstmction or 90 da
per l5 A NCAC {2D.0800, 2Q.0G01} madiGemian ofthe source. YS
❑Any open buming assoeialed ivith subject proposal must be
in complianec nith IS A NCAC 2D.1900
Demnlition or renovations of stmcmres enntaining asbestns
❑ material musl 6e in compliance wiih I S A NCAC 20.11 10
(a) (1) w6ich mquires notilieaiionand re�nc�val prior ro N/A 6G days
demoliiiaa Contact Asbesms Convol Group 9( 9-7(17-5950.
(9G days)
❑ComP��� Soucce Permit cequi�ul mider I S A NCAC
2D,OA00
7'hc Sedimentalion Pollu�ion Control Rct of 1973 musl' bepro➢edy addressed for any lend dis�urbing activity. An erosion & sedimw[a[io�
� controi plao �aill be required ifone or mure acres lo be disturbed. Plan fileA �rith pmper Regional Ofilec (La�d Quality Sec�ian) AI leu[ 3U 20 days
days be(ore beginning activi�y. A fee of $6$ for Ihe Gist acre m any part ofan acre. An express review option is a�ailable with additional (30 days)
fees.
❑Sedimema�ion and emsinn eoNmi must be addcessed in accordance milh NCDOT's approied pmgram. Particular auemion shoutd be givcn (j6 days)
to design and Ins�alia�ion oEa�propria�e pe�imedu sedimen[ ttapping devices es �vell as s�sble stortnwater ca�ezyances and omlets _
On-slte insprction usuaL Surety bond filed wilh ENR 800d arnoo�t rories
� Mining Permii wllh type mine and number oFacres oPafiected land. Any are mined greater 30 days
�han o�e ecre musl bepermllted The appropriate boncl mus[ be receired (fi0 da}�s)
. before the permii can ba issued.
___.._
Omsite iospectian by N.C. Pivision Farest Reaources if permit excezds 4 � dey
� Nonh Carolina Buming permit days
(N/A)
Oo-site iospeccian byMC. Orv[sion Poresi Resnurces required "ifmore than
Special Qround Clearance Buming Pennit - 22 I day
� five acres of ground clesci�g activities are invalved. lnspections should be
coumies in cosstal N.0 �eiih organic soils reauestzd •at least ten days beCOre aaual bum is planncd." �'��
� pil Refining Faeikitles N/A 9�-120 days �
(N/A)
Ifpennit reyuired, application GO dal's before begin censtmction. Applicant
must Iure N.C. quailfieU e��gineu lo: prepare plans, insput canstruction.
ecr�ify construclion is acwrding �o ENR approred plans. May also require
� Dllm3aCetyPe.rmit pennitundermosquitocontrulpiogram_lnndfl-0G4permitRe�mCorpsoC 3Ddays
Fngineers. An inspection otsite, is necessary to verii'y NaarA Classifiwtioa (6� days)
A minimum fez of 5200.00 musf accompany lhc appiicaiion, An addiiinnal
processiog fee based on n percentage o: fhe total pcojccl cost rvilt be requVred
upon complelion.

Project Number: 14-0492 Due Date; 6/23!2014
Normal Process Time
� (steWiory fime limit)
PGRA1[TS SPECIAL APPLICATION PROCEDURES or REQItIREMENTS
File surety bond oC$S,WU rvlth ENK runNng Io Smre of NC wndltional that auy wall �p days
� Pennit Io driil esploratory oi( ur gns mell openeA bydrill opuaiorshall, upon abnndo�meat, be plugged acwrtiing m EIvR mtes NJA
and regulntio�s.
� GcopLysical Exploration Pcnnit Applicaiion fileA wi�h ENR at least 10 days pnor m issue of pertniL Applicu�ion b 10 days
leuer. No slandard appiication forni. NfA
� State Lakes Conslruction Pemiil Applicalion fee based on swcture si'te is charged. Musi indude descrip�fons 8 I 5-20 days
drawingsofstmcture&proofofownershipoSriparinn�roperty. N/A
� 4U1 WnterQualityCertification N�A 60days
._ i! }0 d'eYS)
� CA�4A Permit for MAfOR development $25�.00 Cce mus� acmmpany application 55 days
{ LSU days)
� CAMAPermitCUrMINORdevelo�imem $SO.00feemustoccompanyap�licaiion 7.?days
(25 days}
Several geodetic monumeNS are locared in or near thc projed area. IPnny monument needs to ue moved ordesiroyed, please �ofily:
� N.0 Geodetic $urvey, Bos 27687 Raleigh, NC 27ti1 i
� Abondonmeni ofany mclls, i(�equired musi be in acca;dancc �rithSftle ! SA. Subcha�xer 2C0100.
� Notificaiinn oEihe pmpec regional of7ice is reques�ed if "or!>han" unAerground slorage lanks (USTS) are discovercd dunng enyezcevation ope�al[on.
� Cocnplianeewi�h lSANCAC2El 1000 (Coastal S[ormmalec Rules) is requi�ed. 45 days
(N/A)
._._......._..____ _....___ —_.___._
� Tar Pmnlico or Neuse Riparian Butl'er Rules cequiced.
Plans and spccitiealions foe the consimetion, expans'ion, or aiteeaiion ot a public water sYStem musl. be approved by the �ivision of Warer
❑ Resourees?Yublic 14arer Supply 5ection prior Io the awarA af a wnirac� or ihe initiation ofconstniction as per UA NCA(' ISC.0300 et. sec�. Pians avd ;0 days
specifica[ions s6ould be submitted �0 163A Mail Service Cemer, Releigh, Nor(h Carolina 27699-1634. AII public wetu supply syslems ��ust eomply
«�ith s[am and federal Arinking water monitniing requiremen¢. Por more informatioq coNaci tht Public Wa�er Supply $ectioq [phone],
Ife.eisHng �vateNines vvill be reloceted during Ihe construction, plans for the �vater line relocntion must bo submilled lo Ihe Dlvision of Weter
� Resources/I'ublic lVater Suppiy Seclion at 1634 Mai3 Service Cen�rr, 2aleigh, Norlh Carolina 27fi99-1634. Por more infonnatioq contatt the Pubiic 30 days
Water Supply Sectioq [phone].
Olher eomments (al�ach addinooal pages as neeessery, being cenain �o cire commeot authorit )
Division Initia{s No Comments Date
cOmment , Review
DAQ 6WR � 6f16(14
------
DWR-WQROS . BSH � 6Jil/14
DWR-PWS WC 6j18/1A
DEMLR (LQ & SW) CDA � 6j12/14
DWM-SW ❑ N� / /
OWM - UST KEC ❑ Build alternatives shown in Exhibit 2.4.1 appear to encompass a registered 6/1Z/14
UST facility at 707-F Union Chapel Road (facility ID 00-0-0000015820}, C&P
Mini Mart 3. There are no known and/or reported petroleum releases at
this location.
I2E�YO,h't4L i3FFICES
Questions re�arding these perniits should be addressed to the Regional Office marked below.
❑ Ashevitle� Regianut Office ❑ R400resville Regional Office ❑ Wilmingtan Regional Office
2040 US Highway 70 610 East Center Avenue, $uite 301 127 Cardinal Brive Extension
Swannanoa, NC 28778 Moores��ille, NC 2$1IS Vdilmington, NC 28405
[phone] (704}663-1699 [phone]
� P'ayetfeville Regional Office ❑ Raleigh Regional (Dffice� ❑ Winston-Salem Regional Qffice
225 North Green Srreet, Suite 714 38Q0 Barrett Drive, Suite 1Q1 585 WaughYOCVn Street
Fayetteville, NC 28341-5043 Raleigh, NC 27609 Winston-Salem, NC 27107
(9t0}433-3300 [phone] � (336}77i-5000
❑ Washington Regio�al Offlic�e
443 Washingron Square Malt
4Vashington, NC 27889
(252)946-64$1

COUNTY: ROBESON
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F05:RAILROADS
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HISTORIC PRESERVATION OFFICE
ySC 9h17 - ARCAIVES SUILDING
RALEIGH NC
REVIE% DISTRIBUTIOAI
CC&PS - DIV OE EMERGENCY MANAGEMENT
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTORE
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
LUMBER RIVER COG
tr,
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�„�"� 4�v��`i'� t�"`i..
PROJECT INFORMATION +
AYPLICANT: NC Department of Transportation ��,,_ Z�����1`'��
TYPE: National Environmental Policy Act
Environmental Assessment
STATE NtJMBER: 14-E-4220-0492
DATE RECEIVED: 05/28/2014
AGENCY RESPONSE: 06/23/2014
REVIEW CLOSED: 06/27/2014
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DESC: Proposed project is for the construction of a new rail connector in northeast
Pembroke. Project would provide a connection between the CSX A line and the CSX
SE line.
CROSS-REFERENCE NUMBER: 06-E-4220-0327
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at (919j807-2425.
AS A RESULT OF T'�EW THE FOLLCWING IS SUBMITTED: � NO COMMENT � COMMENTS ATTACHED
SIGNED BY: ��CX �- DATE: G..-% " �� ' („ �
fl �
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d.
���i�
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COUNTY: ROBESON
.�:�� i �.��� •��
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.. � 1�' � �J . i 11��.. ��.1..
E'05:RAILROADS STATE AIOMBER: 14-E-4220-0492
DATE RECEIVED: 05/28/2019
AGENCY RESPOP75E: 06/23/2014
REVIEW CLOSED: 06/27/2014
MS CAROLYN PENNY
CLEARINGHOUSE COORDINATOR
CC&PS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC # 477.9
�ZALEIGA NC
REVIEW DISTRIBUTION
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR LEGISLATIVF AFFASRS
DEPT OF AGRICLLTURE
DEPT OF CULTORAL RESOURCES
DEPT OF TRANSPORTATION
LUMBER RIVER COG
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Environmental Assessment
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'C1�.1,i'k� i';ro
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sd?a � �+};�rv � u .
v �utRq�ul.�j7
DESC: Proposed project is for the construction of a new rail connector in northeast
Pembroke. Project would provide a connection between the CSX A line and the CSX
SE 1ine.
CROSS-REFERENCE NUMBER: 06-F.-4220-0327
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLO�WgING IS SUBMITTED: �NO COMMENT � COMMENTS ATTACAED
SIGVED BY: �'.� . �° �.,,..`.3��=K'�,�*uR..-R.a DATF,A.e,� �k,�Q, � �. ��°.O 'i �
�
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A��F fi pA
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ti�n
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COUNTY: ROBESON
A7S ELZZABETH HEATH
CLEARINGHOUSE COORDINATOR
DEPT OF AGRICOLTURE
1001 MSC - AGRICULTURE BLDG
RALEIGH NC
REVIEW
Sc��2 -t ! �a��
F05:RAILROADS STATE NUMBER: 14-E-4220-0492
DATE RECEIVED: 05/28/2014
AGENCY RESPONSE: C6/23/2014
REVIEW CIASED: 06/27/2014
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
:,UMBER RIVER COG
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Environmental Assessment
DESC: Proposed project is for the construction o£ a new rail connector in northeast
Pembroke. Project would provide a connection between the CSX A line and the CSX
SE line.
CRO5S-REL'ERENCE NUMBER: 06-E-4220-0327
The attached project has been submitted to the N. C. State Clearinghouse £or
intergovernmental review. Please review and submit your response by T.he above
indicat.ed date to 1301 Mai1 Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THI5 REVIEW THE FOLLOWING IS SUBMITTED: ❑ NO COMMENT �COMMENTS ATTACHED
SZGNED BY: �� ° ,,^� DATE: �j��j ,.�Oj1.�

Steven W. Troxier
Commissioner
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North Carolina Department of Agriculture
Zeke Geech
NC State Clearinghouse
N.C. Department of Administration
1301 Mail Service Center
Raleigh, North Carolina 27699-1301
and Consumer Services
Agricultural Services
June 25, 2014
State #: 14-E-4220-0492
RE: Improvements to the CSX Rail Line in Robeson County
Dear Mr.Creech:
Keith �arick
Environmentai Programs
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The proposed route options for improvements to the CSX Rail Line in Robeson County has the potential of
irreversible damage and increases the Ioss of state important farm and forest land in the immediate area. The NCDOT is
encouraged to give due consideration of routing and/or designs that would reduce the potentia) of negative environmental
and economic impacts on farm and forest land in the proposed work area and choose a route that limits these damages. As
stated in the Environmental Assessment, this area relies on the agriculTUres and timber industry more than any other
mmmercial enterprise.
Farm and forest lands are natural resources with no mitigation process. These agribusiness resources cannot be
replaced nor relocated once converted to other uses. Improvements to the CSX Rail Line should preference designs that
reduce potential negative impacts on farms and forest land. These plans should also negate the formation of incompatible
and inaccessible land units that degrades agricuitural production capabilities associated with the area's farm and
agribusinesses.
Agricultural production incomes from Iocally grown products have a considerable multiplier influence. It is
estimated that for every 40 acres converted from agricultural production, one agribusiness job and its associated economic
activity is lost indefinitely. Furthermore the costs of community services used by agribusiness are usually minimal and
therefore are net contributors to county budgets. Both current and future cost for the conversion land from production
agriculture is needed for an accurate evaluation which is not accurately recognized by the Farmland Conversion Impact Rating
using Form AD 1006.
Based on the secondary, cumulative, and direct impacts, this project has potential to adversely impact the
agricultural environmentai and economic resources. The total negative impact on the environmental and agribusiness
economy will be proportionately related to the total acres of farm and forest land taken out of production.
Respectful ly,
O � v ' /�`�--•
Keith Larick
Environmental Programs Specialist
E-mail: [e-mail]
1001 Mail Service Center, Raieigh, North Carolina, 27699-1001 �(919) 7073070 • Fax [phone]
An Equal Opportunity Affirmative Action Employer

J���ED SYqr�S
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June 16, 201 �4
i6N[1°EC1 �7Ai�S EhlViRC9NhAEFIiAL P�C3TECiB�FJ �GENCY
REGION 4
ATLANTAFEDERALCENTER �
61 FORSYTH STREET
ATLAN i A, GEORGIA 30303-8960
Mr. Marc L. Hamel
Manager of Environmental Programs
NCDOT Rail Division
1553 Mail Service Center
Raleigh, North Carolina 27699-1548
faECElb'LD
�UN `� � 7�i,a
NCDOT RAFL DIVISION
RE: Federal Environmental Assessment for P-4900; Pembroke Rail Connector, Robeson
County, NC, Federal Project No. TCSP-0635(5), WBS No. 41099.1.S3
Dear Ivlr. Hamel:
The U.S. Environmental Protection Agency (USEPA) Region 4 Office has reviewed the
subject document and is commenting in accordance with Section 309 of the Clean Air Act
(CAA) and Section 102(2)(C) of the National Environmental Policy Act (NEPA). The Federal
Rail Administration (FRA), North Cazolina Department of Transportation (NCDOT) proposes to
construct a new rail connectar in northeast Pembroke, NC.
The USEPA has provided detailed technical comments on the Federal Environmental
Assessment (EA) in an attachment (See Attachment A). Some of the anticipated benefits from
the proposed project include: 1) efficient movement of equipment, supplies, and personnel
between military facilities at Ft. Bragg (via the Honeycutt Marshaling Yard), CSCT's Milan
Yard, and the port facilities aY the NC State Port at Wilmington and the Military Ocean Terminal
at Sunny Point; 2) facilitate the stxategic deployment of military aY VJilmington, NC; 3) support
the CSX National Gateway Initiative as a way to connect Midwest producers and consumers
with mid-Atlantic ports and global markets; 4) reduce the number of freight trains traveling
through downtown Pembroke and improve the routing of freight trains between Wiimington and
points north; and 5) provide a link between the CSX "A" line and "SE" line to allow for the
potential establishment of an intercity rail passenger service between Raleigh and Wilmington
via Fayetteville.
The USEPA understands that the impacts to §404 resources will require an Individual
Permit from the US Army Corps of Engineers (USACE) and a corresponding §401 Individual
Water Quality Certification from the NC Division of Water Resources. USEPA requests a copy
of the Finding of No Significant Impact (FONSI), when it becomes available. Please forward the
FONSI and other requested documents to my attention at the following address: USEPA Region
4, NEPA Program Office, 61 Forsyth Street, S.W., Atlanta, Georgia 30303.
tntemet Address (URL) e http://www.epa.gov
flecyc(ed/Recyclabfe a Pnn�ed valih Vegefable Oil 6as'etl knks on Recydetl Paper (Mlnimum 30% Postconsumel')

Thank you and please feel free to contact me directly should you ar your staff have any
questions at (919) 450-681 L �
3aincerely, ,
i ,,) �
C,t ,�j� ;i��G{�? ' `__�� l ,lL2'-1; � ��{i � � %�,� R €� K (�
�� � C_r�:
�"` Cynthia F. Van Der Wiele, Ph.D.
Mergec Team Representative
USEPA Region 4 Raleigh Office
For:
Heinz J. Mueller, Chief
NEPA Progxam Office, USEPA Region 4
Cc: D. Valenstein, Fedexal Rail Administration w/attachment
Ronnie Smith, USACE w/attachment
Mason Hemdon, NCDWR w/attachment
Attachment A

Attachment A
Detailed Technical Review Comments on Federal EA
Pem6roke Rail Connector
Robeson County
TIP No.: P-4900
Purpose and Need
The NC Department of Transportation (NCDOT) proposes to construct a new rail
connector in northeast Pembroke, NC. The project is needed to provide: 1) military lransport as
part of the realization of the US Department of Defense' (DoD) Strategic Rail Corridor Network
(STRACNET) and 2) improve safety by reducing the number of freight trains traversing
downtown Pembroke. The purpose of the proposed Pembroke Rail Connector is to provide
efficient movement of equipment and supplies between military and port facilities, as well as to
support the 2008 National Gateway Initiative in connecting Midwest consumers and producers
with mid-Atlantic ports and global markets.
Alternarives Considered
Section 2.0 of the EA provides detailed discussions concerning alternatives, including the
no-build alternative. Three preliminary buiid alternatives were evaluated and ranked based on
how well they met the purpose and need and environmental constraints. Two build alternatives
were carried forward—Alternative A and Alternative B. Alternative A was selected as the
preferred alternative as it best meets the purpose and need of the project, avoids the potential for
future at-grade crossings, and is able to accommodate the entire length of a freight train [so that
the CSX "A" and "SE" lines can remain open while a train is transitioning between the lines] as
it is 2.4 miles longer than Alternative B. USEPA understands that the environmental impacts of
Alternative A are higher than Alternative B, while the human impacts are lower as it located
further from developed areas.
Human Resources Impacts
The proposed project is not expected to impact any residences or businesses (i.e., no
relocations). There are no Environmental Justice impacts. Noise and vibration impacts are
anticipated to be of no impact as reducing the number of train movements through the Town of
Pembroke will substantially reduce the train noise experienced at 10 at-grade crossings. No
§4( fl or 6( fl properties are impacted by this project.
Natural Resources Impacts
The proposed project is located within active farmland and cattle pastures. Upland farest
impacts are anticipated to tota14.9 acres.

The proposed project and prefened alternative is anticipated to haue 883 linear feet of
jurisdictional stream impacts. USEPA requests that NCDOT follow "Design Standards for
Sensitive Watersheds" for wark located by Bear Swamp and Watering Hole Swamp as they are
classified as Water Supply Watershed (WS) IV. Wetland impacts associated with Alternative A
are anticipated to be 2.9 acres, predominantly affecting Wetland F. NCDOT anticipates
providing [off-site] mitigation through the NC Ecosystem Enhancement Program (NC EEP).
USEPA requests that NCDOT work to reduce these impacts during final design.
USEPA understands that groundwater resources and the Town of Pembroke's three
public wells will be unaffected by the preferred alternative. Additionally, the project is not
anticipated to have any impacts on any threatened or endangered species or on air quality.

AGENCY COMMENTS
The following is a list of written agency comments that required a response from NCDOT, along with
NCDOT's response.
N.C. Department of Environment and Natural Resources
NCDENR-1
Notify the UST Section — Fayetteville Regional Office if "orphan" USTS are discovered.
RESPONSE: Noted. NCDOT will provide notification as specified if applicable
NCDENR, Division of Water Resources-4
The EA document did not identify the absence or presence of 303d listed waters within the project
study area. Future environmental documents prepared for this project should address the absence or
presence of 303(d) waters within the project area based on the most recent list available at the time
the document is written.
RESPONSE: There are no waters within the study area listed on the 2012 Final 303(d) list.
N.C. Department of Agriculture and Consumer Services
NCDACS-1
The proposed route options for improvements to the CSX Rail Line in Robeson County has the
potential of irreversible damage and increases the loss of state important farm and forest land in the
immediate area. The NCDOT is encouraged to give due consideration of routing and/or designs that
would reduce the potential of negative environmental and economic impacts on farm and forest land
in the proposed work area and choose a route that limits these damages. As stated in the EA, this
area relies on the agricultures and timber industry more than any other commercial enterprise.
Farm and forest lands are natural resources with no mitigation process. These agribusiness
resources cannot be replaced nor relocated once converted to other uses. Improvements to the CSX
Rail Line should preference designs that reduce potential negative impacts on farms and forest land.
These plans should also negate the formation of incompatible and inaccessible land units that
degrades agricultural production capabilities associated with the area's farm and agribusinesses.
RESPONSE: The rail alignment was designed to run along the back of the properties and minimize
the impact to farmland to the extent possible. By running along the swamp edge, the alignment
avoids bisecting properties and isolating large remnants.
In addition, NCDOT received written responses from the following agencies, which did not affect project
design and therefore did not require a response from NCDOT.
1. US Environmental Protection Agency (June 16, 2014)

COMMENT SHEET
Proposed Construction of a Rail Connector Between CSX "A" North-South
East-West Line on the Northeast Side of the Town of Pemb
STIP No. P-4900
NAME:
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ADDRESS: �
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Comments may be mailed by May 31, 2014 to:
Anamika Laad
NCDOT Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] or Fax: [phone]
Email: alaad e,ncdot. o�v

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COMMENT SHEET
Proposed Construction of a Rail Connector Between CSX "A" North-South Line and CSX "SE"
East-West Line on the Northeast Side of the Town of Pembroke
STIP No. P-4900 Robeson County
NAME:
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Comments may be mailed by May 31, 2014 to:
Anamika Laad
NCDOT Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] or Fax: [phone]
�mail: alaad c(�e,ncdot.gov

COMMENT SHEET
Proposed Construction of a Rail Connector Between CSX "A" North-South Line and CSX "SE"
East-West Line on the Northeast Side of the Town of Pembroke
STIP No. P-4900 Robeson County
NAME:
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COMMENTS AND/OR QUESTIONS:
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Comments may be mailed by May 31, 2014 to:
Anamika Laad
NCDOT Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] or Fax: [phone]
Email: alaad(a�ncdot.gov

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COMMENT SHEET
Proposed Construction of a Rail Connector Between CSX "A" North-South Line and CSX "SE"
East-West Line on the Northeast Side of the Town of Pembroke
STIP No. P-4900
Robeson County
NAME: ,!
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Comments may be mailed by May 31, 2014 to:
Anamika Laad
NCDOT Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] or Fax: [phone]
Email: alaad(a�ncdot.gov
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COMMENT SHEET
Proposed Construction of a Rail Connector Between CSX "A" North-South Line and CSX "SE"
East-West Line on the Northeast Side of the Town of Pembroke
STIP No. P-4900 Robeson County
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Comments may be mailed by May 31, 2014 to:
Anamika Laad -
NCDOT Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] or Fax: [phone]
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PDEA— Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
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COMMENT SHEET
Proposed Construction of a Rail Connector Between CSX "A" North-South Line and CSX "SE"
East-West Line on the Northeast Side of the Town of Pembroke
STIP No. P-4900 Robeson County
NAME:
ADDRESS:
EMAIL:
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PHONE: ��<l '� %�%�� " '��y`� �
COMMENTS AND/OR QUESTIONS:
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Comments may be mailed by May 31, 2014 to:
Anamika Laad
NCDOT Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] or Fax: [phone]
Email: alaad e,ncdot.�

Proposed Construction of a Rail Connector Between CSX "A" North-South Line and CSX
"SE" East-West Line on the Northeast Side of the Town of Pembroke (STIP No. P-4900),
Robeson County
May 20, 2014 Informal Public Hearing
Public Comments and Responses
The following bulleted comments are summarized from the comment sheets submitted
by citizens during or after the May 20t" hearing. NCDOT responses are provided below
each individual comment.
Tina Jones
• Train could be closer to swamp to eliminate needs to take 1/3 of my hay field.
RESPONSE: The alignment of the proposed railroad has been designed to meet the
minimum curves required for freight train safety, provide the maximum distance from
existing houses, and avoid the wetlands associated with Bear Swamp.
Train in front and back of my house property value decreased (major loss). Can no
longer raise live stock on farm.
RESPONSE: Damages fio impacted properties will be assessed by the NCDOT Right-
of-Way Branch based on fair market evaluations. Based on the current schedule,
NCDOT Right-of-Way agents have already begun contacting affected property
owners.
Eliminates deer and wildlife. This is a shame!
RESPONSE: The studies conducted for this project included evaluation of wildlife
impacts and ensuring that the proposed alternative avoids impacting habitat to
state and federal threatened and endangered species. Although any infrastructure
project may have some impact on wildlife, this project is not expected to
substantially affect wildlife habitat or populations.
• This is Native American land.
RESPONSE: In compliance with the National Historic Preservation Act of 1966,
archaeological studies will be conducted once the Preferred Alternative is selected.
If any resources are discovered in the project footprint, they will be recorded and
either preserved in place or recovered through standard practices, in coordination
with the State Historic Preservation Office.
Option 1 eliminates need to take farm land and SAVE TAXPAYERS money. With
Option 1 build the ramp at the crossing for cars and no one has to sit still for the train.
Option 1: Build ramp for cars to go over train. More economical and smart to leave
farm land as is.

RESPONSE: Option 1 was a preliminary study alternative that provided a connection
between the CSX A line and the CSX SE line much closer in town than the
recommended alternative. Option 1 was eliminated early in the study process
based on input from the Town of Pembroke and the anticipated impacts associated
with construction of the connector in town. Specifically, it is anticipafied that
construction of Option 1 would require a higher level of business and residential
impacts (in comparison to the recommended alternativeJ resulting from the railroad
construction and associated roadway crossing improvements.
Needs to go back to planning board. I have now been assigned to the Planning
Board of Pembroke NC. If you want land take it all. I am a taxpayer take the land in
Town.
RESPONSE: As the NEPA process has not been finalized, NCDOT remains open fio
receiving input from the municipality (PembrokeJ.
• Who is going to address the irrigation for the lane to eliminate flooding? The railroad
will not flood but the land will.
RESPONSE: The final design of the project will include detailed drainage design. The
design will be prepared with the intent that final construction will not cause
increases in flooding to adjacent properties.
• What are the dangerous chemicals to be on the train?
RESPONSE: As the existing railroad is owned by CSX, NCDOT does not know the
specific content of future freight trains. However, the recommended alignment has
been designed with the appropriate curves and grades to minimize the chance of
derailment or spills. Transport of any hazardous cargo would be conducted by the
railroad companies in accordance with all applicable state and federal laws and
regulations in the interest of public safety.
• Who will provide security for theft due to people walking the railroad behind my
farm & home?
RESPONSE: There is no fencing or other physical access control proposed for fihis
project. However no additional automobile or pedestrian access to affected
properties will be created and pedestrian use of the rail line is prohibited.
• What will I do for noise control?
RESPONSE: Although there will be noise associafied with fihe fufiure freight trains, the
overall noise through the Pembroke area will be reduced because the three (3J
trains per day that are predicted to use the new connector will not have to travel to
the siding at Wilkes or the yard at Hamlet in order to turn around. This would
eliminate horns sounding at 10 crossings in each direction (20 crossingsJ for three
trains a day, saving a total of 60 horn sounding events per day. Beyond the
2

reduction in horn noise no other abatement measures are proposed as part of this
project.
Addition of interior insulation, at the homeowner's discretion and expense, can be
an effective method for noise reduction.
Karen M. Lloyd
• I think the state needs to be concerned about the impact of water on land owners
and not just get the water off the project. You need to make sure it can get to a
major water way and not flood farm land. Also, you need to put road accesses
back to land that has access.
RESPONSE: The final design of fihe project will include detailed drainage design. The
design will be prepared with the intent that final construction will not cause
increases in flooding to adjacent properties.
Access will not be provided to the northern portion of properties between the
proposed rail line and Bear Swamp, as crossing the railroad presents a safety
concern. The NCDOT Right-of-Way Branch will consider the property north of the
railroad to be an uneconomic remnant and it will be treated as a"take". This
means that the property owner will be compensated for the inaccessible property.
Carl R. Jones
• Option 1 makes more business sense for the community.
RESPONSE: Option 1 was a preliminary study alternative that provided a connection
between the CSX A line and the CSX SE line much closer in town than the
recommended alternative. Option 1 was eliminated early in the study process
based on input from the Town of Pembroke and the anticipated impacts associated
with construction of the connector in town. Specifically, it is anticipated that
consfirucfiion of Option 1 would require a higher level of business and residenfiial
impacts (in comparison to the recommended alfiernativeJ resulting from fihe railroad
construction and associated roadway crossing improvements.
• House value decreased. Cattle will need to be sold.
RESPONSE: Damages to impacted properties will be assessed by the NCDOT Right-
of-Way Branch based on fair market evaluations. Based on the current schedule,
NCDOT Right-of-Way agents have already begun contacting affected property
owners.
• Train in front & back of home - NOISE/NOISE.
RESPONSE: There will be noise associated with the freight trains movement, but since
the connector does not have any at-grade roadway crossings, there will be no train
horn noise. In addition, the overall train noise through the Pembroke area will be
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reduced because the connecfior avoids several at-grade roadway crossings where
trains are currenfily required fio sound their horn.
• This is Native American land.
RESPONSE: In accordance with the National Historic Preservation Act of 1966,
archaeological studies will be conducted once the Preferred Alternative is selected.
If any resources are discovered in the project footprint, they will be recorded and
either preserved in place or recovered through standard practices, in coordination
with the State Historic Preservation Office.
Bruce Braybox
• I need to talk and show the drainage underground where new A line will run.
RESPONSE: The design team has been notified to contact you and review existing
drainage features in the field prior to completion of final design.
Need to know about access to property blocked by A line.
RESPONSE: Access will not be provided to property between the proposed rail line
and Bear Swamp (the north end of fihe properfiyJ, as crossing fihe railroad presents a
safety concern. The NCDOT Right-of-Way Branch will consider the property north of
the railroad to be an uneconomic remnant and it will be treated as a"take". This
means that the property owner will be compensated for the inaccessible property.
• Note: Would like to have a copy of the post-hearing.
RESPONSE: Public involvement activities have been conducted throughout the
project duration in accordance with 23 CFR 771.1 1(hJ. The hearing on May 20, 2014
was an "informal" hearing - an "open house" where no formal presentation is made
and there is no audio recording of verbal comments. Because the purpose of a post
hearing meeting is to review a formal hearing transcript and written comments, no
post-hearing meeting is held for informal hearings. This summary serves as the record
of comments and responses.
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