20211107 Ver 1_401 Request Attachment_20211008

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION ENVIRONMENTAL UNIT
PO BOX 1150
FAYETTEVILLE, NC 28302

Telephone: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
421 TRANSPORTATION DRIVE
FAYETTEVILLE, NC 28301

October 7, 2021

U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
ATTN: Liz Hair
69 Darlington Avenue
Wilmington, NC 28403

SUBJECT: Application for a Section 404 Individual Permit and Section 401 Water Quality Certification for the
widening of I-95 to eight lanes from US 301 (Exit 22) to south of the proposed I-295 interchange, in
Robeson County, STIP No. I-5987. WBS 47533.1.1

Ms. Hair,

The North Carolina Department of Transportation (NCDOT) proposes to widen existing I-95 to an eight-lane median divided
facility on existing location from US 301 (Exit 22) to south of the proposed I-295 interchange in Robeson County, North
Carolina (STIP I-5987). The project is approximately 16.06 miles in length.

The I-5987 project includes a total of four sections, I-5987A, AA, B and C. Section I-5987AA will construct a weigh-in
motion station along I-95. The widening of I-95 from mile marker 36.7 – 40 (I-5987C) is currently in construction under
STIP U-2519AA/AB (Fayetteville Outer Loop). The widening of I-95 from mile marker 20-21 will be constructed under
STIP I-6064. All sections are included in the I-5987 environmental document prepared for the project. This is a permit
application for sections I-5987A and I-5987B only, depicted on the Project Vicinity Map (Attachment A).

The purpose of this letter is to request approval for a Section 404 Individual Permit and a Section 401 Water Quality
Certification. In addition to this cover letter, the application package includes the following: Project Vicinity Map, ENG
Form 4345, a State Stormwater Management Plan (SMP), permit drawings, roadway plans, utility drawings, Division of
Mitigation Services (DMS) mitigation acceptance letter, minutes from the 30% Hydraulic Design Review Meeting and the
Permit Drawings Review Meeting.

1.0 Purpose and Need

Improvements to this portion of I-95, included in the I-5987A and I-5987B sections, will help relieve congestion, improve
mobility, and improve the resiliency of this corridor to storm events, such that it can continue to serve as a primary East
Coast route through the project design year of 2040. Improvements will be required to accommodate projected future traffic
volumes and ensure the highway operates at an acceptable level of traffic service, particularly during the peak hour. Traffic
volumes along the I-95 corridor are expected to increase considerably by 2040, creating conditions in which operations
degrade and average speeds are below the posted speed limit. Currently, the number of vehicles using the section of I-95
between Exit 20 in Robeson County and Exit 40 in Cumberland County ranges between 56,500 vehicles per day (vpd) to
62,800 vpd. The current Level of Service (LOS) is C or better throughout the corridor.

Future traffic volumes (2040 No Build) are expected to range between 88,200 vpd to 96,800 vpd between Exit 20 and future
I-295 (Fayetteville Outer Loop). Without improvements, operations along I-95 within the project limits are anticipated to
degrade significantly by year 2040. This includes much of the I-95 corridor within the I-5987 project limits operating
between LOS C and LOS D between 6:00 a.m. and 8:00 p.m. There are several segments anticipated to operate at LOS E for
two hours each day. Widening I-95 to eight lanes as well as interchange reconstruction are proposed to provide the additional

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capacity needed to help relieve congestion and have the corridor within the project area operate at LOS B between 6:00 a.m.
and 8:00 p.m.

In addition to improving traffic conditions, sections of I-95 within the project limits have experienced significant storm
related flooding resulting in total closure of the interstate for multiple days. Roadway and bridge improvements are needed to
make the corridor more resilient to future flood events.

2.0 Alternatives Considered

The following alternatives to the proposed widening were also considered:
• No-Build Alternative
• Alternate Modes of Transportation Alternative
• Transportation System Management Alternative

The No-Build Alternative does not propose any changes to I-95 within the study area aside from projects that are currently
under construction or programmed in the 2020-2029 State Transportation Improvement Program. The No-Build Alternative
would neither increase the traffic carrying capacity of I-95 within the entire study area nor modernize infrastructure on a large
enough scale needed to maintain the integrity of the corridor so that it can continue to serve as a primary East Coast
transportation route through the project design year of 2040. Since the No-Build Alternative does not fulfill the primary
purposes of the project or address the area transportation needs, it is not recommended.

The Alternate Modes of Transportation Alternative would include increasing ridership and freight on mass transportation
modes like buses, railroads, and airplanes to reduce the number of vehicles that would use I-95 daily. While this option could
reduce congestion on I-95, it would not provide nearly the same level of congestion reduction as the recommended
alternative. As well, the Alternate Modes of Transportation Alternative would not modernize the infrastructure needed to
support the remaining buses, trucks, and automobiles that would still use I-95. Since the Alternate Modes of Transportation
Alternative does not fulfill the primary purposes of the project or address the area transportation needs, it is not
recommended.

The Transportation System Management (TSM) Alternative includes operational or physical improvements to increase
available capacity of a roadway within the existing right-of-way with minimum capital expenditures and without
reconstructing or adding additional through lanes to the existing road. Operational changes are largely administrative in
nature while physical improvements are typically more capital intensive. Examples of operational changes include traffic law
enforcement, speed restrictions, and access control. Physical improvements would include striping, signing, and minor
realignments. TSM improvements are best suited for areas with capacity or safety deficiencies in specific locations. The
capacity issues and antiquated infrastructure are widespread through the project area and require more intensive
solutions than those provided by TSM. For these reasons the Transportation System Management Alternative would not
satisfy the project purpose or fulfill the transportation need and is not recommended.

Additionally widening to 6 lanes versus 8 lanes was discussed for the project. During planning for the I-5987 project, funding
became available for the I-6064, completing the long-range vision for widening I-95 to the south. As traffic volumes are
higher on the I-6064 portion, NCDOT wanted to consider an 8-lane cross section for I-95 in the I-5987 study area to avoid
potential traffic bottlenecks in Fayetteville and eventually in Lumberton. Due to traffic volumes it was also important keep
two lanes open during construction. Adding two lanes in each direction, versus one, allows two lanes of through traffic in
each direction during construction and results in less temporary pavement when constructing the project. It was determined
that widening this portion of I-95 to 8 lanes was the best option. Additionally, widening to the median throughout most of the
project resulted in less impacts by keeping the proposed project footpring narrow to avoid a large number of relocations due
to numerous parallel service roads beside I-95. There are some places where the proposed project was widened to the median
and to the outside as well. As we knew widening exclusively to the outside would incur more impacts, which were not
preferred, a strict calculation for widening to the outside was not prepared. The proposed design is the least impactful and
best fit for the project.

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3.0 Project Description

The NCDOT is proposing to widen an approximate 16.06-mile portion of existing Interstate 95, comprising of I-5987A and I-
5987B, to an eight-lane median-divided facility on existing location through Robeson County (Attachment A). Section I-
5987A begins just south of Exit 22 between Nelson Way and Liberty Hill Road, where it ties into NCDOT STIP Project I-
6064. Section I-5987A ends where I-5987B begins, just north of Mcduffie Crossing Road (S.R. 1758), and extends to just
north of Parkton Tobemory Road (S.R. 1723) where it ties into NCDOT STIP Project U-2519, the Fayetteville Outer Loop.
The proposed project is listed in the approved 2020-2029 State Transportation Improvement Program (STIP) as Project
Number I-5987A and I-5987B, both of which are federally-funded.

4.0 Summary of Impacts

Waters of the U.S.: Based upon Final Permit Drawings for the proposed impacts to jurisdictional areas for the I-5987A and
I-5987B sections, there will be 14.144 acres of permanent wetland impacts, 2,099 linear feet (lf) of permanent stream
impacts, and 0.26 acres of hand clearing in wetlands for Section I-5987B due to utilities.

Table 1. Summary of Water Resources Impacted
Section Proposed
Let Total # of Wetlands Impacted** Total # of Streams Impacted** Buffer Rule Impacts
I-5987A 7/19/22 7 6 NO
I-5987B 7/19/22 9 9 NO
Totals 16 15
** Features may be impacted at more than one Permit Site

Table 2. Summary of Wetland Impacts
Section Total Wetland Impact Area (ac) Impacts Requiring Mitigation (ac)
I-5987A 5.500 5.500
I-5987B 8.644 8.644
Totals 14.144 14.144

Table 3. Summary of Stream Impacts
Section Total Stream Impact Area (lf) Impacts Requiring Mitigation (lf)**
I-5987A 986 620
I-5987B 1,113 1,043
Totals 2,099 1,663
** Mitigation determination requirements are detailed below for each section.

5.0 Summary of Mitigation

NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible. The proposed
construction of I-5987 will result in unavoidable impacts to 14.144 acres of wetlands (0.291 acres of non-riparian wetlands;
13.853 acres of riparian wetlands) and 1,663 linear feet of jurisdictional stream (1,462 linear feet of perennial stream and 201
linear feet of intermittent stream) that will require mitigation. The Department has acquired the compensatory mitigation for
these unavoidable impacts from the North Carolina Department of Environmental Quality (NCDEQ) Division of Mitigation
Services (DMS).

6.0 Project Schedule

I-5987A and I-5987B will be under construction concurrently; a total of 16.06 miles. The sections of the I-5987 project
along with approximate section limits or description, length and proposed construction letting are summarized in Table 4.
Should any changes arise resulting in impact changes for the project a permit modification request will be submitted.

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Table 4. I-5987 Project Sections
Section Approximate Section
Limits/Description Approximate Length (mi) Construction Letting
I-5987A South of US 301 (Exit 22) to
south of NC 20 (Exit 31) 8.106 July 19, 2022
I-5987B
South of NC 20 (Exit 31) to
south of proposed I-295
interchange
7.956 July 19, 2022

7.0 NEPA Status

NCDOT approved the Categorical Exclusion (CE) Type III for STIP I-5987 on November 14, 2019, covering all project
sections, including portions now part of U-2519. A CE was approved for STIP I-6064 on December 29, 2020. NCDOT has
conducted a Public Meeting also listed in Table 5. NCDOT has held a 30% Hydraulic Design Review Meeting, and a Permit
Drawing Review Meetin on July 13, 2021 also listed in Table 5.

Table 5. Milestone Dates
Section CE Signed Public Meeting Dates Hydraulic Design
Review
Permit Drawings
Review
I-5987A & B
STIP I-5987
Type III
November 14, 2019
July 22 & 23, 2019

30% - 4/6/2021

7/13/2021

8.0 Logical Termini and Independent Utility

The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal Highway Administration (FHWA)
characteristics of independent utility of a project:

1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope;
2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the
area;
3) The project does not restrict consideration of alternatives for other reasonable foreseeable transportation improvements.

9.0 Resource Status

The project study area now falls entirely within Robeson County which is located in the Lumber River Basin and lies within
Hydrologic Unit Codes (HUCs) 03040203 (Lumber Subbasin). This project is located within the Middle Atlantic Coastal
Plain ecoregion. The project crosses Big Marsh Swamp, Brisson Branch, Buckhorn Swamp, Cowpen Branch, Little Marsh
Swamp, Mercer Branch and Tenmile Swamp as well as several unnamed tributaries to waters of the US, and multiple
wetlands. Based on field reviews of the delineation of Waters of the US (WOUS), including wetlands, the USACE issued a
Preliminary Jurisdictional Determination (PJD) (Table 6). In addition, on January 13, 2020 and February 9, 2021, the
NCDWR issued an On-Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0506[h]).

Table 6. Applicable Jurisdictional Determination Issued by the USACE
STIP County Action ID Date
Issued/Revised USGS Quad River Basin
I-5987 Robeson SAW-2019-01276 April 16, 2020 Saint Pauls Lumber

9.1 Wetland Delineations

Wetland delineations were initially conducted for I-5987 in Cumberland and Robeson Counties. Field work for these
delineations were carried out in April through October of 2019; findings are summarized in the respective December 2019
Natural Resources Technical Reports (NRTR). Additional wetland delineations were conducted per design changes, resulting
in project study area expansion, for the I-95 project. Field work for this delineation was carried out in June of 2021. Findings

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for the expansion areas are summarized in the August 2021 Natural Resources Technical Memo (NRTM). The wetlands
within the project study areas were delineated based on the 1987 USACE Wetland Delineation Manual and a preliminary
design was prepared to avoid and minimize wetlands to the maximum extent possible.

9.2 Stream Delineations

The stream channels within the project study area were identified, evaluated, and classified using the NCDWR stream
identification form. Water quality information for the streams within the project study area was derived from available
sources provided through NCDEQ.

9.3 Characterization of Jurisdictional Sites

9.3.1 Wetlands

Thirty jurisdictional wetland sites were identified within the project corridor. After design revisions (avoidance/minimization
and expansion of the corridor right-of-way), there are sixteen jurisdictional wetlands sites that will be permanently impacted
by the proposed project. Wetland systems throughout the study area vary in vegetative composition depending on
hydrological regime and site-specific disturbances. The project area contains the following North Carolina
Wetland Assessment Method (NCWAM) wetland types: Bottomland Hardwood Forest, Headwater Forest, Riverine Swamp
Forest, Floodplain Pool, Basin Wetland, Hardwood Flat, and Non-Tidal Freshwater Forest.

9.3.2 Streams

Streams within the project footprint with surface water classifications include Big Marsh Swamp, Brisson Branch, Buckhorn
Swamp, Cowpen Branch, Little Marsh Swamp, Mercer Branch and Tenmile Swamp. Unnamed tributaries to waters listed
above were also identified within the project corridor. Surface water classifications for streams can be found in Table 7.
Additional information for the jurisdictional streams within the project area are provided in the NRTRs. There are no waters
within the project vicinity classified as High-Quality Waters (HQW). Neither Water Supplies (WS-I: undeveloped
watersheds or WS-II: predominately undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0
mile of the project area. Streams within the project area are not designated as North Carolina Natural or Scenic Rivers, or as
National Wild and Scenic Rivers. No streams within the project footprint are listed on the 2018 303(d) list of impaired
waters.

Table 7. Water Resources within the Project Corridor
Stream Name Stream Index Number Best Usage Class Description
Big Marsh Swamp 14-22-2 C;SW From source to Big Swamp
Brisson Branch 14-22-1-3-3-1 C;SW From source to Mercer Branch
Buckhorn Swamp 14-22-1-2 C;SW From source to Gallberry Swamp
Cowpen Branch 14-22-3-1 C;SW From source to Tenmile Swamp
Little Marsh Swamp 14-22-1-3 C;SW From source to Gallberry Swamp
Mercer Branch 14-22-1-3-3 C;SW From source to Little Marsh Swamp
Tenmile Swamp 14-22-3 C;SW From source to Big Swamp

9.4 Impacts to Jurisdictional Resources

Tables 8, 9, and 10 summarize the impacts to jurisdictional water resources based on the final design of I-5987A and tables
11, 12 and 13 based on final design of I-5987B. Table 14 summarizes the impacts to jurisdictional water resources for the I-
5987A & B project. Site numbers for each table correspond with each section of the set of permit drawings included within
this application in Attachment D. The stream and wetland labels correspond to the NRTRs as noted in each table. A brief
description for each proposed final impact site for I-5987A follows Table 10 and for I-5987B follows Table 13.

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Table 8. I-5987A - Wetland Impacts
Permit
Drawing
Site
Number1
NRTR
Label2 Type Structure
Size/Type
Permanent
Impacts
(ac)3
Temporary
Impacts
(ac)
Hand
Clearing
Mitigation
Required4
(USACE)
4 WAB Riparian 8’x7’ RCBC 0.008 -- -- Yes
5 WAB Riparian System Outlet 0.030 -- -- Yes
10 WM Riparian Roadway Fill 3.195 -- -- Yes
10 WM Riparian Utility 0.140 -- -- Yes
12 WK Riparian Roadway Fill 0.755 -- -- Yes
14 WJ Riparian Roadway Fill 0.043 -- -- Yes
16 WJ Riparian
Roadway
Fill/42” & 48”
RCP
0.639 -- -- Yes
17 WJ Riparian
Roadway
Fill/False Cut
Ditch
0.059 -- -- Yes
18 WJ Riparian Roadway Fill 0.043 -- -- Yes
19 WJ Riparian 7’x7’ RCBC 0.013 -- -- Yes
20 WI Riparian
Roadway
Fill/8’x9’
RCBC
0.280 --
--
Yes
21 WH Non-
Riparian Roaway Fill 0.291 -- -- Yes
22 WG Riparian 8’x7’ RCBC 0.004 -- -- Yes
Total Riparian: 5.209 -- --
Total Non-Riparian: 0.291 -- --
Grand Total: 5.500 -- --
Notes:
- = No impacts
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5987A Wetland and Surface Water Impacts Permit Drawings (August 25, 2021) included in Attachment
D.
2. Waterbody labels from STIP I-5987 NRTR/NRTM/JD (SAW-2019-01276)
3. Permanent Impacts include Permanent Fill, Excavation, and Mechanized Clearing in wetlands.
4. Mitigation required for streams and wetlands permanently impacted. Mitigation not required for open water features.

Table 9. I-5987A - Stream Impacts

Permit
Drawing
Site
Number1
NRTR
Label2
Classification
(from
NRTR)
Structure
Size/Type
Permanent
(ac)
Temporary
(ac)
Permanent
(lf)
Temporary
(lf)
Mitigation
Required3
(USACE/DWR)
1 SM Perennial 7’x7’ RCBC 0.025 0.008 155 36 Yes/No
1 SM Perennial Utility -- 0.005 -- -- No/No
11 Tenmile
Swamp Perennial 12’x12’ RCBC 0.220 0.077 120 40 Yes/No
15 SO Perennial 2 @ 48” RCP 0.012 -- 50 -- Yes/No
15 SO Perennial Bank
Stabilization 0.006 0.003 58 20 No/No
19 SP Perennial 7’x7’ RCBC 0.018 0.006 82 26 Yes/No
19 SP Perennial Bank
Stabilization 0.020 -- 82 -- No/No
20 Cowpen
Branch Perennial Roadway
Fill/8’x9’ RCBC 0.035 0.025 96 104 Yes/No

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Table 9. Continued
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5987A Wetland and Surface Water Impacts Permit Drawings (August 25,2021) included in Attachment D.
2. Waterbody labels from STIP I-5987 NRTR/NRTM/JD (SAW-2019-01276)
3. Mitigation required for features permanently impacted for USACE and DWR. DWR does not require mitigation for any permanent intermittent stream impacts or for permanent
perennial stream impacts less than 300 feet.
4. Total Mitigatable includes permanent impacts to perennial streams and intermittent streams as per USACE requirements, the higher mitigation amount.

Table 10. I-5987A – Open Water Impacts
Permit
Drawing
Site
Number1
NRTR
Label2
Classification
(from
NRTR)
Structure
Size/Type
Permanent
(ac)
Temporary
(ac)
Permanent
(lf)
Temporary
(lf)
Mitigation
Required3
(USACE/DWR
2 TV Tributary System
Outlet 0.003 0.015 -- -- No/No
3 TX Tributary Bank
Stabilization 0.002 0.009 -- -- No/No
4 TT/TU Tributary Bank
Stabilization 0.005 0.030 -- -- No/No
6 TAA Tributary Bank
Stabilization 0.003 0.001 -- -- No/No
7 TAA Tributary System
Outlet 0.022 0.001 -- -- No/No
7 TAA Tributary Bank
Stabilization 0.001 0.003 -- -- No/No
8 TS Tributary 30” RCP 0.004 0.001 -- -- No/No
8 TS Tributary Roadway
Fill 0.024 0.001 -- -- No/No
9 TBB Tributary 66” RCP 0.046 -- -- -- No/No

Permit
Drawing
Site
Number1
NRTR
Label2
Classification
(from
NRTR)
Structure
Size/Type
Permanent
(ac)
Temporary
(ac)
Permanent
(lf)
Temporary
(lf)
Mitigation
Required3
(USACE/DWR)
20 Cowpen
Branch Perennial Bank
Stabilization 0.026 -- 96 -- No/No
21A SAB Intermittent Roadway Fill 0.013 -- 38 -- Yes/No
21A SAB Intermittent Tailditch-
Cleanout -- 0.107 -- 488 No/No
22 Cowpen
Branch Perennial Bank
Stabilization 0.004 -- 14 -- No/No
22 Cowpen
Branch Perennial 8’x7’ RCBC 0.006 0.007 22 45 Yes/No
22 Cowpen
Branch Perennial Bank
Stabilization 0.018 -- 83 -- No/No
23 Cowpen
Branch Perennial 8’x7’ RCBC 0.020 0.003 57 10 Yes/No
23 Cowpen
Branch Perennial Bank
Stabilization 0.010 0.013 33 30 No/No
Totals
Total Stream Impact: .433 0.254 986 799

Total Perennial Stream Impact: .420 0.147 948 311
Total Intermittent Stream Impact: 0.013 0.107 38 488
Total Perennial Mitigable: 0.336 -- 582 --
Total Intermittent Mitigable 0.013 -- 38 --
Total Mitigable4: 0.349 -- 620 --

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Table 10. Continued
Permit
Drawing
Site
Number1
NRTR
Label2
Classification
(from
NRTR)
Structure
Size/Type
Permanent
(ac)
Temporary
(ac)
Permanent
(lf)
Temporary
(lf)
Mitigation
Required3
(USACE/DWR
9 TBB Tributary Bank
Stabilization 0.003 0.002 -- -- No/No
10 TBB Tributary Roadway
Fill 0.018 0.003 -- -- No/No
13 TR Tributary System
Outlet 0.004 0.001 -- -- No/No
21A TAD Tributary Tailditch-
Cleanout -- 0.107 -- 488 No/No
22 TP Tributary Roadway
Fill 0.022 -- -- -- No/No
Total Open Water4: 0.157 0.174 -- 488 --
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5987A Wetland and Surface Water Impacts Permit Drawings (August 25,
2021) included in Attachment D.
2. Waterbody labels from STIP I-5987 NRTR/NRTM/JD (SAW-2019-01276)
3. No mitigation required for impacts to surface waters verified as open water (ponds or jurisdictional ditches/tributaries).
4. Total Open Water includes impacts only to surface waters verified as open water (ponds or jurisdictional ditches)

Impact Descriptions by Permit Site
Below are brief descriptions of impacts to wetlands and surfaces waters based on final designs that will result from the I-5987
A section of the I-5987 project. Details mentioned in each Permit Site description refer to the details found on Permit
Drawing Sheet 6 of 33 in the I-5987A Wetland and Surface Water Impacts Permit Drawings (August 25, 2021) included in
Attachment D.

Permit Site 1 (Sheet 6): The widening of I-95 will result in the removal of an existing culvert and the installation of a new
culvert. An existing 48” Reinforced Concrete Pipe (RCP) that currently provides passage for Stream SM will be removed.
The flow of Stream SM will be maintained through a proposed 7’x7’ Reinforced Concrete Box Culvert (RCBC) that will be
constructed using phased installation. The proposed culvert inlet will be installed on the east side of I-95 in the approximate
location of Stream SM. Class I rip rap will be used at the embankment where SM and the beginning of a Special Lateral V
Ditch intersect (see Detail L). The removal of 70 lf of an existing 15” RCP will daylight a portion of SM. The proposed
culvert will outlet on the west side of I-95 in the approximate location of Stream SM. There will be 20 lf of channel
improvement to SM; Class I rip rap will be used at the embankment where SM and the beginning of a special lateral V ditch
intersect (see Detail L). The installation of the culvert and the associated ditches will result in 155 lf of permanent impacts
and 36 lf of temporary impacts to Stream SM. Additionally, utilities installation will result in 0.0054 acres of temporary
impact to Stream SM due to a 12” Water Line and 30” Encasement Pipe.
.
Permit Site 2 (Sheet 14): The widening of I-95 will result in the removal of an existing culvert and the installation of a new
culvert, with impacts associated with the system outlet. An existing 30” RCP that currently provides passage for Tributary
TV will be filled with flowable fill. The flow of Tributary TV will be maintained through a proposed 42” welded steel pipe
that will be constructed using trenchless installation. The proposed pipe will result in 0.003 acres of permanent impacts and
0.015 acres of temporary impacts to open water.

Permit Site 3 (Sheet 14): The widening of I-95 will result in the installation of a 18” welded steel pipe that will be
constructed using trenchless installation. The outlet will be installed in the existing channel of tributary TX and will use Class
B rip rap embankment (see Detail L). The proposed culvert will result in 0.002 acres of permanent impacts and 0.009 acres of
temporary impacts to open water.

Permit Site 4 (Sheet 14 & 15): The widening of I-95 will result in removal of an existing culvert and the installation of a
new culvert. An existing 2 - 48” RCPs, that currently provides passage for Tributary TT on the east side of I-95 and TU on
the west side of I-95, will be removed. The flow of Tributary TU will be maintained through a proposed 8’x7’ RCBC. The
proposed culvert inlet will be installed on the west side of I-95 in the approximate location of Tributary TU. There will be 45
lf of channel improvement; Class B rip rap will be used at the embankment where a 15” RCP-IV outfalls into the existing

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channel of TU. The proposed culvert outlet will be installed on the east side of I-95 in the approximate location of Tributary
TT. Proposed impacts will also include the installation of an 18” RCP-IV to be installed using trenchless methods, the outlet
of which will be installed in the existing channel of tributary TU. There will be 50 lf of channel improvement; Class I and
class B rip rap (see Detail L) will be used for bank stabilization. There will be 0.008 acres of pemanent impacts to Wetland
WAB due to roadway fill and mechanized clearing. The installation of the culvert and associated pipes with rip rap will result
in 0.005 acres of permanent impacts and 0.030 acres of temporary impacts to open waters.

Permit Site 5 (Sheet 15): The widening of I-95 will result in the installation of a 30” welded steel pipe that will be
constructed using trenchless installation. The outlet will be installed within the wetland boundary of Wetland WAB and will
use Class B rip rap embankment. There will be 0.030 acres of permanent impats to Wetland WAB due to roadway fill and
excavation.

Permit Site 6 (Sheet 16): The widening of I-95 will result in the creation of two Special Lateral V Ditches to facilitate water
flow away from the roadway. Rip rap embankment will be placed at the outlet of each Special Lateral V Ditch (see Detail B
& M) which will be installed within the banks of Tributary TAA. The proposed ditches will result in 0.003 acres of
permanent impacts and 0.001 acres of temporary impacts to open water.

Permit Site 7 (Sheet 16): The widening of I-95 will result in removal of an existing culvert and the installation of a new
culvert. An existing 18” RCP, that currently is at the headwater of Tributary TAA will be filled with flowable fill. The flow
of Tributary TAA will be maintained through a proposed 18” welded steel RCP-IV to be installed using trenchless methods,
the outlet of which will be installed in the existing channel of tributary TAA. Class B rip rap will provide toe protection (see
Detail AH) along the fill slope near the outlet to prevent erosion. A Special Lateral V Ditch will facilitate water flow away
from the roadway. Rip rap embankment (see Detail L) will be placed at the outlet of the Special Lateral V Ditch (see Detail
M) which will be installed within the banks of Tributary TAA. The proposed system outlet and bank stabilization will result
in 0.023 acres of permanent impacts and 0.004 acres of temporary impacts to open water.

Permit Site 8 (Sheet 17): The widening of I-95 will result in alignment changes associated with the interchange at Exit 25.
Russ road will be realigned slightly to the east and cross over Tributtary TS, this portion of Tributary TS will be placed in a
30” RCP-IV. Special Later V Ditches (see Detail P) will flow into Tributary TS at the inlet and outlet. The proposed pipe and
roadway fill will result in 0.028 acres of permanent impacts and 0.002 acres of temporary impacts to open water.

Permit Site 9 (Sheet 17): Per agreement between NCDOT Division 6 and the US Army Corps of Engineers (USACE) and
the NC Division of Water Resources (NCDWR), post verification, previously designated Stream SS is now considered as
part of Tributary TBB, as TBB exists on both sides of I-95. Tributary TBB now totals 2,055.23 lf within the project study
area. This change was reflected in the April 13, 2021 Non-Merger 30% Hydraulic Review Meeting and has been recorded as
part of the meeting minutes (Attachment F).

The widening of I-95 will result in alignment changes associated with the interchange at Exit 25. The I-95 northbound off-
ramp and Russ road will be realigned slightly to the east and cross over Tributtary TBB, an open system. An existing 36”
RCP, that currently provides passage for Tributary TBB under Russ road, will be removed. The flow of Tributary TBB will
be maintained through a proposed 66” RCP-IV with Class I riprap at the outlet embankment (see Detail L). Special Later V
Ditches (see Detail P & V) will flow into Tributary TBB at the outlet.

The proposed I-95 southbound on-ramp and traffic circle will be located to the northeast of existing facilities and will cross
over Tributary TBB, an open system. The flow of Tributary TBB will be directed to a Lateral 2’ Base Ditch (see Detail AG)
before going into a 54” RCP-IV that will go underneath the on-ramp. Bucket Road will be realigned to the north and tie into
the traffic circle and will cross over Tributary TBB. The flow of Tributary TBB will be directed to a 42” RCP-IV with Class
B rip rap at the outlet. The proposed system outlet and bank stabilization will result in 0.049 acres of permanent impacts and
0.002 acres of temporary impacts to open water.

Permit Site 10 (Sheet 17): The widening of I-95 will result in alignment changes associated with the interchange at Exit 25.
The proposed traffic circle and Bucket Road tie in, located to the northeast of existing facilities, will be constructed within
Wetland WM. Several 15” CSP’s, some with elbows, will be placed around the traffic circle to direct water away from the
roadway. Class B rip rap will be placed at the culvert outlets. The proposed roadway fill will result in 0.018 acres of
permanent and 0.003 acres of temporary impacts to Tributary TBB and 3.195 acres of permanent impacts to Wetland WM.

Page 10

Additionally, utilities installation will result in 0.1402 acres of permanent impacts to Wetland WM from mechanized clearing
due to the installation of a 8” Water Line.

Permit Site 11 (Sheet 18): The widening of I-95 will result in removal of an existing culvert and the installation of a new
culvert. An existing RCBC, that currently provides passage for Tenmile Swamp will be removed. The flow of Tenmile
Swamp will be maintained through 3 proposed 12’x12’ RCBC’s. The proposed culvert inlets will be installed on the west
side of I-95 in the approximate location of Tenmile swamp. There will be 34 lf of channel improvement (see Detail 2D-1); a
portion of the channel will be filled with Class II rip rap. The proposed culvert outlet will be installed on the east side of I-95
in the approximate location of Tenmile swamp. There will be 45 lf of channel improvements (see Detail 2D-1); a portion of
the channel will be filled with Class II rip rap. The installation of the culvert and associated with rip rap will result in 120 lf
and 0.220 acres of permanent impacts and 40 lf and 0.077 acres of temporary impacts to Tenmile Swamp.

Permit Site 12 (Sheet 18 & 19): The widening of I-95 will result in the installation of a 18” RCP-IV. The pipe and outlet
will be installed within the wetland boundary of Wetland WK located on the east side of I-95, just south of the proposed
RCBC. An existing 18” RCP, that currently diverts stormwater away from the roadway will be filled with flowable fill,
located on the east side of I-95, north of the proposed RCBC. The stormwater will be maintained through a proposed 18”
welded steel RCP-IV to be installed using trenchless methods, the outlet of which will be installed within Wetland WK. Class
B rip rap will be placed at the culvert outlet for bank stabilization. Roadway fill will occur within a portion of Wetland WK
located on the west side of I-95, just north of the proposed RCBC. A proposed 18” RCP-IV will be installed to the west side
I-95, north of the proposed RCBC. The pipe and outlet will be installed within Wetland WK. Class B rip rap will be placed at
the culvert outlet for bank stabilization. There will be 0.755 acres of permanent impats to Wetland WK due to roadway fill
and mechanized clearing.

Permit Site 13 (Sheet 20): The widening of I-95 will result in removal of an existing culvert and the installation of a new
culvert. An existing 18” RCP, that currently provides passage for Tributary TR will be filled with flowable fill. The flow of
Tributary TR will be maintained through a proposed 30” welded steel pipe that will be constructed using trenchless
installation. The proposed culvert outlet will be installed on the west side of I-95 in the approximate location of Tributary TR.
The proposed system outlet will result in 0.004 acres of permanent impacts and 0.001 acres of temporary impacts to open
water.

Permit Site 14 (Sheet 20): The widening of I-95 will result in impacts within Wetland WJ, located on the west side of I-95.
There will be 0.020 acres of permanent impats and 0.023 acres of permanent impacts to Wetland WJ due to roadway fill and
mechanized clearing.

Permit Site 15 (Sheet 33): The widening of I-95 will result in removal of existing pipes and the installation of two new
pipes. An existing 36” RCP and 42” CMP, that currently provides passage for Stream SO will be removed. The flow of
Stream SO will be maintained through a proposed 2 @ 48” RCP-IV; both ends of pipes will be buried 0.8 ft. The proposed
pipe inlet will be installed on the west side of I-95 in the approximate location of Stream SO. There will be a low flow
channel and flood plain bench (see Detail AI) and 30 lf of channel improvements. Class I rip rap (see Detail L) will be placed
at the culvert inlet for bank stabilization. The proposed outlet will be installed on the east side of I-95 in the approximate
location of Stream SO. There will be a low flow channel and flood plain bench (see Detail AI) and 35 lf of channel
improvements. Class I rip rap will be placed on the banks only at the culvert outlet for bank stabilization The proposed pipes
and associated bank stabilization will result in 108 lf and 0.018 acres of permanent impacts and 20 lf and 0.003 acres of
temporary impacts to Stream SO.

Permit Site 16 (Sheet 21): The widening of I-95 will result in the installation of two new culverts that will impact Wetland
WJ, located on the west side of I-95. A 48” welded steel pipe will be constructed using trenchless installation, the outlet of
which will be installed within Wetland WJ. Class I rip rap will be placed at the culvert outlet for bank stabilization. A 42”
welded steel pipe will be constructed using trenchless installation, the outlet of which will be installed within Wetland WJ.
Class B rip rap will be placed at the culvert outlet for bank stabilization. There will be 0.639 acres of permanent impats
Wetland WJ due to roadway fill and mechanized clearing.

Permit Site 17 (Sheet 21): The widening of I-95 will result in the creation of a new Base Ditch that will impact Wetland WJ,
located on the east side of I-95. A 8.0’ Base Ditch will be excavated within Wetland WJ in order to divert stormwater away
from the roadside, into a nearby pipe. The ditch and roadway fill will result in 0.059 acres of permanent impacts to Wetland
WJ.

Page 11

Permit Site 18 (Sheet 21): The widening of I-95 will result in impacts within Wetland WJ, located on the west side of I-95.
There will be 0.043 acres of permanent impacts to Wetland WJ due to roadway fill and mechanized clearing.

Permit Site 19 (Sheet 22): Per agreement between NCDOT Division 6, USACE, and the NCDWR, post verification,
previously designated Stream SP now extends 109 lf downstream of the 2 @ 48” RCP, on the west side of I-95, to the project
study area boundary. This change was reflected in the April 13, 2021 Non-Merger 30% Hydraulic Review Meeting and has
been recorded as part of the meeting minutes (Attachment F). The widening of I-95 will result in removal of an existing
culvert and the installation of a new culvert. An existing 48” RCP, that currently provides passage for Stream SP will be
removed. The flow of Stream SP will be maintained through a proposed 2@7’x7’ RCBC that will be buried 1’ and will have
a beveled headwall. The RCBC will have a 1’ flood bench, the south barrel will hav have a 1’ sill and the north barrel will
have a 2’ sill. The proposed culvert outlet will be installed on the west side of I-95 in the approximate location of Stream SP.
There will be 20 lf of channel improvement with a 1’ flood bench at the north barrel (see Detail LL). The proposed culvert
and outlet will be installed within Wetland WJ. Class I rip rap will be placed at the culvert outlet for bank stabilization (see
Detail GG). The proposed culvert inlet will be installed on the east side of I-95 in the approximate location of Stream SP.
There will be 19 lf of channel improvement with a 1’ flood bench at the north barrel (see Detail MM). The proposed RCBC
and associated bank stabilization will result in 164 lf and 0.038 acres of permanent impacts and 26 lf and 0.006 acres of
temporary impacts to Stream SP. There will be 0.013 acres of permanent impacts to Wetland WJ.

Permit Site 20 (Sheet 22 & 23): The widening of I-95 will result in removal of an existing culvert and the installation of a
new culvert. An existing 7’x7’ RCBC, that currently provides passage for Cowpen Branch will be removed. The flow of
Cowpen Branch will be maintained through a proposed 2@8’x9’ RCBC. The proposed culvert outlet will be installed on the
west side of I-95 in the approximate location of Cowpen Branch. There will be 20 lf of channel improvement (see Detail
NN). The proposed culvert and outlet will be installed within Wetland WI. Class II rip rap will be placed at the culvert outlet
for bank stabilization (see Detail GG). An existing 18” RCP, running under I-95 that carries stormwater away from the
roadway will be filled with flowable fill. A proposed RCP-IV and stormwater intake will be installed within Wetland WI.
The proposed culvert inlet will be installed on the east side of I-95. There will be 40 lf of channel improvement to Cowpen
Branch (see Detail OO). Two proposed 18” TB 2GI pipes will be installed to divert stormwater away from the roadway, the
outlet of which will be installed within Wetland WI. Class B rip rap will be placed at the pipe outlets for bank stabilization
within Wetland WI. There will be 40 lf of channel improvement to Cowpen Branch (see Detail OO). The proposed RCBC
and associated roadway fill, mechanized clearing and bank stabilization will result in 192 lf and 0.061 acres of permanent
impacts and 104 lf and 0.025 acres of temporary impacts to Cowpen Branch. There will be 0.280 acres of permanent impacts
to Wetland WI.

Permit Site 21 (Sheet 25): The widening of I-95 will result in the creation of a new Special Lateral 6.0’ Base Ditch that will
impact Wetland WH, located on the west side of I-95. The roadway fill, excavation and mechanized clearing will result in
0.291 acres of permanent impacts to Wetland WH.

Permit Site 21A (Sheet 25): The widening of I-95 will result in the creation of a new 10.0’ Base Ditch (see Detail JJ) that
will impact Stream SAB and Tributary TAD, located on the east side of I-95. The roadway fill and tail ditch cleanout will
result in 38 lf and 0.013 acres of permanent impacts and 488 lf and 0.07 acres of temporary impacts to SAB and 0.10 acres of
temporary impacts to TAD.

Permit Site 22 (Sheet 29): The widening of I-95 will result in removal of an existing pipe and the installation of a new
culvert. An existing 54” RCP, that currently provides passage for Cowpen Branch will be removed. The flow of Cowpen
Branch will be maintained through a proposed 2@8’x7’ RCBC that will be buried 1’ and will have a beveled headwall. The
RCBC will have a 1’ flood bench, the south barrel will hav have a 2’ sill and the north barrel will have a 1’ sill. The
proposed culvert inlet will be installed on the west side of I-95 in the approximate location of Cowpen Branch. The wingwall
of the proposed culvert will also result in impacts to Tributary TP, that flows north into Cowpen Branch at the roadside. Rip
rap will be placed at the inlet for bank stabilization (see Detail GG). There will be 18 lf of channel improvement with a 1’
flood bench at the south barrel (see Detail PP). The proposed culvert inelt will be installed within a portion of Wetland WG.
An existing 12” RCP, that also provides passage for Cowpen Branch will be removed. The proposed culvert outlet will be
installed on the east side of I-95. Class I and II rip rap will be placed at the culvert outlet for bank stabilization (see Detail
GG). There will be 32 lf of channel improvement with a 1’ flood bench at the south barrel (see Detail QQ). The proposed
RCBC and associated bank stabilization, mechanized clearing and excavation will result in 119 lf and 0.028 acres of

Page 12

permanent impacts and 45 lf and 0.007 acres of temporary impacts to Cowpen Branch and 0.022 permanent impacts to TP.
There will be 00.004 acres of permanent impacts to Wetland WG.

Permit Site 23 (Sheet 30): The widening of I-95 will result in removal of an existing pipe and the installation of a new
culvert. An existing 72” CMP, that currently provides passage for Cowpen Branch will be removed. The flow of Cowpen
Branch will be maintained through a proposed 2@8’x7’ RCBC that will be buried 1’ and will have a beveled headwall. The
RCBC will have a 1’ flood bench, the south barrel will hav have a 1’ sill and the north barrel will have a 2’ sill. The
proposed culvert oulet will be installed on the west side of I-95 in the approximate location of Cowpen Branch. Class I Rip
rap will be placed at the outlet for bank stabilization (see Detail GG). There will be 25 lf of channel improvement with a 1’
flood bench at the north barrel (see Detail RR). The proposed culvert inlet will be installed on the east side of I-95. An
existing 72” RCP, that also provides passage for Cowpen Branch will be removed. East of the inlet native material (see Detail
AA) will be used to fill a portion of Cowpen Branch. Class I rip rap will be placed at the culvert outlet for bank stabilization.
There will be 60 lf of channel improvement with a 1’ flood bench at the north barrel (see Detail SS). The proposed RCBC
and associated bank stabilizationwill result in 90 lf and 0.030 acres of permanent impacts and 40 lf and 0.016 acres of
temporary impacts to Cowpen Branch.

Table 11. I-5987B - Wetland Impacts
Permit
Drawing
Site
Number1
NRTR
Label2 Type Structure
Size/Type
Permanent
Impacts
(ac)3
Temporary
Impacts
(ac)
Hand
Clearing
Mitigation
Required4
(USACE)
1 WAF Riparian Channel
Improvements 0.174 -- -- Yes
3 WV Riparian 72” RCP 0.10 -- -- Yes
4 WZ Riparian Fill Slope 0.023 -- -- Yes
5 WF Riparian Fill/Cut
Slopes 2.392 -- -- Yes
5 WF Riparian Utility -- -- 0.094 No
9 WE Riparian 2@8’x8’
RCBC 0.383 -- -- Yes
9 WE Riparian Temporary
Bore Pit 0.030 -- -- Yes
10 WL Riparian 1@6’x7’
RCBC 0.533 -- -- Yes
10 WL Riparian Utility -- -- 0.166 No
11 WN Riparian 1@6’x7’
RCBC 0.018 -- -- Yes
12 WD Riparian Fill/Cut
Slopes 3.815 -- -- Yes
13 WC Riparian 3@9’x8’
RCBC 1.176 -- -- Yes
Total Riparian: 8.644 -- 0.260
Total Non-Riparian: -- -- --
Grand Total: 8.644 -- 0.260
Notes:
- = No impacts
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5987B Wetland and Surface Water Impacts Permit Drawings (August 24, 2021) included in Attachment
D.
2. Waterbody labels from STIP I-5987 NRTR/NRTM/JD (SAW-2019-01276)
3. Permanent Impacts include Permanent Fill, Excavation, and Mechanized Clearing in wetlands.
4. Mitigation required for streams and wetlands permanently impacted. Mitigation not required for open water features.

Page 13

Table 12. I-5987B - Stream Impacts
Note
* - See the I-5987B Wetland and Surface Water Impacts Permit Drawings (August 24, 2021) summary sheet for additional notes.
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5987B Wetland and Surface Water Impacts Permit Drawings (August 24, 2021) included in Attachment
D.
2. Waterbody labels from STIP I-5987 NRTR/NRTM/JD (SAW-2019-01276)
3. Mitigation required for features permanently impacted for USACE and DWR. DWR does not require mitigation for any permanent intermittent stream impacts or for permanent
perennial stream impacts less than 300 linear feet.
4. Total Mitigatable includes permanent impacts to perennial streams and intermittent streams as per USACE requirements, the higher mitigation amount.

Permit
Drawing
Site
Number1
NRTR
Label2
Classification
(from
NRTR)
Structure
Size/Type Permanent (ac) Temporary
(ac)
Permanent
(lf)
Temporary
(lf)
Mitigation
Required3
(USACE/DWR)
2 SR Intermittent 42” Welded
Steel Pipe 0.011 -- 30 -- Yes/No
2 SR Intermittent Base Ditch 0.006 0.004 50 20 Yes/No
3 SN Perennial 72” RCP 0.012 0.001 65 20 Yes/No
3 SN Perennial Riprap Pad
Outlet 0.003 0.001 25 10 Yes/No
5
Big
Marsh
Swamp
Perennial Bents and
Causeway 0.001 0.047 10 150 Yes/No
8 SQ Intermittent Rechannelization 0.008 -- 58 -- Yes/No
8 SQ Intermittent Riprap Pad
Outlet 0.006 0.005 25 10 Yes/No
9 Mercer
Branch Perennial 2@8’x8’ RCBC 0.051 -- 73 -- Yes/No
9 Mercer
Branch Perennial Bank
Stabilization 0.006 0.005 20 10 No/No
9 Mercer
Branch Perennial Riprap in
Channel 0.029 0.047 86 100 Yes/No
10 Brisson
Branch Perennial 1@6’x7’ RCBC 0.142 0.013 320 40 Yes/Yes
11 SK Perennial 1@6’x7’ RCBC 0.026 0.003 101 23 Yes/No
12
Little
Marsh
Swamp
Perennial Bents and
Causeway 0.008 0.289 150 30 Yes/No
13 Buckhorn
Swamp Perennial 3@9’x8’ RCBC 0.052 0.029 50 20 Yes/No
13 Buckhorn
Swamp Perennial Riprap in
Channel 0.048 -- 50 -- No/No*
Totals
Total Stream Impact: 0.409 0.444 1,113 433

Total Perennial Stream Impact: 0.378 0.435 950 403
Total Intermittent Stream Impact: 0.031 0.009 163 30
Total Perennial Mitigable: 0.324 -- 880 --
Total Intermittent Mitigable: 0.031 -- 163 --
Total Mitigable4: 0.355 -- 1,043 --

Page 14

Table 13. I-5987B – Open Water Impacts
Permit
Drawing
Site
Number1
NRTR
Label2
Classification
(from
NRTR)
Structure
Size/Type
Permanent
(ac)
Temporary
(ac)
Permanent
(lf)
Temporary
(lf)
Mitigation
Required3
1 TM Tributary Bank Stabilization 0.010 -- -- -- No
1 TM Tributary Channel
Improvemennts 0.062 0.001 -- -- No
6 TJ Tributary 48” Welded steel
Pipe 0.001 -- -- -- No
6 TJ Tributary Riprap Channel 0.014 0.003 -- -- No
7 TAC Tributary 2@54” Welded
Steel Pipe 0.022 -- -- -- No
7 TAC Tributary Riprap Pad Outlet 0.005 -- -- -- No
7 TAC Tributary Rechannelization 0.142 -- -- -- No
7A TH Tributary 2@ 54” RCP 0.008 -- -- -- No
7A TH Tributary Rechannelization 0.009 0.005 -- -- No
Total Open Water4: 0.273 0.009 -- -- No
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5987B Wetland and Surface Water Impacts Permit Drawings (August 24, 2021) included in Attachment
D.
2. Waterbody labels from STIP I-5987 NRTR/NRTM/JD (SAW-2019-01276)
3. No mitigation required for impacts to surface waters verified as open water (ponds or jurisdictional ditches/tributaries).
4. Total Open Water includes impacts only to surface waters verified as open water (ponds or jurisdictional ditches/tributaries)

Permit Site 1 (Sheet 7): The widening of I-95 will result in removal of an existing pipe and the installation of a new pipe.
An existing 36” RCP will be filled will flowable fill. A proposed 54” welded steel pipe, constructed using trenchless
installation, will be installed slightly south of the existing location. The pipe will outlet into a Lateral 4’ Base Ditch (see
Detail AG) that carries stormwater drainange to Tributary TM. The outlet of the Lateral 4’ Base Ditch will have Class I rip
rap (see Detail AV). A Special Lateral V Ditch will also carry stormwater south to Tributary TM (see Deatail G). There will
be 445 Cubic Yards (CY) of channel improvements (see Detail BB) to Tributary TM which will also result in impacts to
Wetland WAF. The proposed channel improvements and associated bank stabilization will result in 0.072 acres of
permanent impacts and 0.001 acres of temporary impacts to Tributary TM, and 0.174 permanent impacts to Wetland WAF.

Permit Site 2 (Sheet 7): The widening of I-95 will result in removal of existing pipes and the installation of a new pipe. An
existing 18” RCP, that runs under I-95 and currently provides passage for Stream SR will be filled will flowable fill. The
flow of Stream SR will be maintained through a proposed 42” welded steel pipe, constructed using trenchless installation, at
the approximate location of Stream SR. The pipe will outlet into Stream SR on the east side of I-95. Class I rip rap will be
placed at the pipe outlet for bank stabilization. A Standard 4’ Base Tail Ditch (see Detail AT) will extend east, beyond the
pipe outlet, and will be constructed within Stream SR. An existing 18” RCP, connecting two segments of Stream SR, will be
removed. The proposed pipe and associated base ditch will result in 80 lf and 0.017 acres of permanent impacts and 20 lf and
0.004 acres of temporary impacts to Stream SR.

Permit Site 3 (Sheet 40): The widening and realignment of SR 1006 (-Y4) will result in removal of existing pipes and the
installation of new pipes. An existing 18” RCP that runs under Great Marsh Church Road, and currently provides passage for
Stream SN, will be removed. The flow of Stream SN will be maintained through a proposed 72” RCP-IV that will be buried
invert 1.00’. The proposed pipe inlet will be installed on the south side in the approximate location of Stream SN and within
Wetland WV. The fill slope along the inlet side will utilize toe protection (see Detail AC) for erosion prevention. The
proposed pipe will outlet to the north; Class II rip rap will be placed at the pipe outlet for bank stabilization. A 2’ Base Ditch
with Class I rip rap bank stabilization (see Detail AR) ties into Stream SN. The proposed pipe and associated bank
stabilization will result in 90 lf and 0.015 acres of permanent impacts and 30 lf and 0.002 acres of temporary impacts to
Stream SN. There will be 0.10 acres of permanent impacts to Wetland WV.

Permit Site 4 (Sheet 40): The widening of SR 1741 (-SR5-) will result in impacts to Wetland WZ due to the fill slope. These
impacts occurred because SR 1006 (-Y4-) was realigned, which caused the intersection of SR 1741 (-SR5-) to be adjusted.
Due to the close proximity to the road, within the proposed right of way, the proposed fill and mechanized clearing will result
in 0.023 acres of permanent impacts to Wetland WZ.

Page 15

Permit Site 5 (Sheet 10 & 11): The widening of I-95 will result in removal of an existing bridge and the installation of new
bridge. An existing 3 span concrete bridge, that currently provides passage for Big Marsh Swamp, will be removed. The flow
of Big Marsh Swamp will be maintained through a proposed 3 span bridge with 45” prestressed concrete girders (1@52.5’,
1@75’, 1@52.5’) with 2.5’ deep caps that is skewed 100 degrees. A workpad will be required to construct the proposed
bridge bents and will result in impacts to Big Marsh Swamp. The proposed southern bent will be installed mostly in the dry,
with slight impacts near the downstream face. The proposed northern bent will be installed completely in the dry, above the
top of bank. The proposed widening of I-95 and the installation of new bridge causeways will result in fill and mechanized
clearing within Wetland WF. Excavation within Wetland WF will occur south of the bridge, west of I-95, due to the creation
of a Special Lateral 6’ Base Ditch (see Detail F). There will be 10 lf and 0.001 acres of permanent impacts and 150 lf and
0.047 acres of temporary impacts to Big Marsh Swamp and 1.827 acres of permanent impacts to Wetland WF. Additionally,
utilities installation will result in 0.094 acres of temporary impacts to Wetland WF due to the installation of a Duke pole and
aerial lines.

Permit Site 6 (Sheet 12): The widening of I-95 will result in removal of an existing pipe and the installation of a new pipe.
An existing 30” RCP that provides passage for Tributary TJ, will be filled with flowable fill. The flow of Tributary TJ will be
maintained through a proposed 48” welded steel pipe that will be installed using a trenchless method. The proposed pipe inlet
will be installed on the east side of I-95. The outlet will be installed on the west in the approximate location of Tributary TJ.
Class I rip rap will be placed at the pipe outlet for bank stabilization and extend south down the channel where a Standard 4’
Base Tailditch (see Detail BD) will intersect. The proposed pipe and rip rap channel will result in 0.001 acres of permanent
impacts and 0.017 acres of temporary impacts to Tributary TJ.

Permit Sites 7 & 7A (Sheet 13 & 13A): The widening of I-95 will result in removal of existing pipes and the installation of
new pipes. An existing 36” RCP, 42” CMP and 42” RCP that provides passage for Tributary TH/TAC, will be filled with
flowable fill. The flow of Tributary TH/TAC will be maintained through two proposed 54” RCP-III pipes under -Y5RPA-,
continued via dual 54” welded steel pipes that will be installed using a trenchless method. Two Standard 8’ Base Ditches,
lined with Class I rip rap, divert stormwater away from the road and into Tributary TH, site 7A. The proposed pipe outlet will
be installed on the east side of I-95 in the approximate location of Tributary TAC, Site 7. Class I rip rap will be placed at the
pipe outlet for bank stabilization. A Standard 6’ Base Ditch (see Detail K) will extend east down the channel from the outlet,
to Sanford Street at a Standard Base Ditch Transition (see Detail BF). An existing 24” RCP, that provides passage for TAC
under Sanford Street, will be removed. Flow of Tributary TAC will be maintained under Sanford Street by two proposed 48”
RCP-IV. The proposed pipe inlets will be installed on the west side of Sanford Street. The proposed pipe outlets will be
installed on the east side of Sanford Street. Class I rip rap will be placed at the outlet for bank stabilization and scour
prevention. A Standard Base Ditch Transition (see Detail BF) will extend east from the outlet before transitioning to a
Standard 6’ Base Tail Ditch (see Detail K). The proposed pipes, rip rap and rechannelization will result in 0.186 acres of
permanent impacts and 0.005 acres of temporary impacts to Tributaries TH and TAC.

Permit Site 8 (Sheet 16): The widening of I-95 will result in removal of an existing pipe and the installation of a new pipe.
An existing 42” RCP that diverts stormwater away from the roadway into Stream SQ, will be filled with flowable fill. A
proposed 66” welded steel pipe, installed using a trenchless method, will divert storwater to Stream SQ. The proposed pipe
outlet will be located on the east side of I-95. Class I rip rap will be placed at the pipe outlet for bank stabilization which will
extend north into the channel of Stream SQ. The proposed rechannelization and rip rap will result in 83 lf and 0.014 acres of
permanent impacts and 10 lf and 0.005 acres of temporary impacts to Stream SQ.

Permit Site 9 (17 & 18): The widening of I-95 will result in removal of an existing culvert and the installation of a new
culvert. An existing 2@7’x6’RCBC, that provides passage for Mercer Branch, will be removed. The flow of Mercer Branch
will be maintained at approximate location through a proposed 2@8’x8’ RCBC. The proposed culvert inlet will be installed
on the west side of I-95 within Wetland WE. Class II rip rap (see Detail 1-1), 2’ thick, will be placed at the inlet (25 lf) within
the channel and along the banks for scour repair/prevention and bank stabilization, respectively. The proposed culvert outlet
will be installed on the east side of I-95 within Wetland WE. Class II rip rap will be placed on the banks only (see Detail 1-2)
for bank stabilization. There will be 32 lf of channel improvements to Mercher Branch at the outlet. The installation of a
temporary bore pit will result in excavation (due to a bore pit from which the pipe will be installed) and mechanized clearing
in Wetland WE. The excavation will be filled once construction is complete (=/- 1 month impacted) and should be considered
“temporary impacts to wetlands”. This small area will not require mitigation. The proposed RCBC and pipe installation, bank
stabilization, and rip rap in the channel will result in 179 lf and 0.086 acres of permanent impacts and 110 lf an 0.052 acres of
temporary impacts to Mercer Branch and 0.946 acres of permanent impacts to Wetland WE.

Page 16

Permit Site 10 (20 & 21): The widening of I-95 will result in removal of existing pipes and the installation of a new culvert
associated with the realignment of Oakland Road. The five existing 36” RCP’s, in series, that provides passage for Brisson
Branch under I-95, will be removed. The flow of Brisson Branch will be maintained through a proposed 1@6’x7’ RCBC,
that will be buried 1’ and will have a beveled headwall. The proposed culvert outlet will be installed within Wetland WL, on
the east side of Oakland road. Class I rip rap will be placed at the outlet for bank stabilization (see Detail 2-2). Class B rip rap
will be placed as toe protection (see Detail AC) at the base of the fill line to the south east of the outlet. The 4’ Special Cut
Base Ditch (see Detail A) will be replacing an existing ditch that is being covered by fill. The proposed culvert inlet will be
installed on the west side of I-95. Brisson Branch will be diverted to a 6’ Base Channel Change (see Detail AG) before
entering the proposed culvert. The proposed RCBC will result in 320 lf and 0.142 acres of permanent impacts and 40 lf and
0.013 acres of temporary impacts to Brisson Branch and 0.533 acres of permanent impacts to Wetland WL. Additionally,
utilities installation will result in 0.166 acres of temporary impact to Wetland WL due to the installation of a Duke pole and
aerial lines

Permit Site 11 (44): The realignment of SR 1726 will result in removal of an existing pipe and the installation of a new
culvert. An existing 60” RCP that provides passage for Stream SK, beneath W McRainey Rd., will be removed. The flow of
Stream SK will be maintained through a proposed 1@6’x7’ RCBC that will be buried 1’ and have a beveled headwall. The
proposed culvert outlet is located to the north east of W McRainey Road and will result in impacts to Wetland WN.
Improvements will be made to the outlet channel (see Detail CSR 3-1) and Class I rip rap will placed for channel and bank
stabilization.The proposed culvert inlet will be installed to the south west of W McRainey Road, in the approximate location
of Stream SK, and will result in impacts to Wetland WN. Class I rip rap will be placed at the inlet for bank stabilization. The
proposed RCBC will result in 101 lf and 0.026 acres of permanent impacts and 23 lf and 0.003 acres of temporary impacts to
Stream SK and 0.18 acres of permanent impacts to Wetland WN.

Permit Site 12 (28-30): The widening of I-95 will result in removal of two existing bridges and the installation of a new
bridge. The two existing 4 span bridges, one south bound and one north bound, that provides passage for Little Marsh
Swamp, will be removed. The flow of Little Marsh Swamp will be maintained through a proposed 2 span bridge at
approximate location of Little Marsh Swamp. A workpad will be required for the construction of causeways and bents for the
new structure. Only one workpad will be allowed in place at one time and will not block more than 50% of the channel. The
proposed upstream face of the bridge will be installed to the west of I-95 in the approximate location of Little Marsh Swamp
and, along with the widening of I-95, will result in impacts to Wetland WD. The proposed downstream face of the bridge will
be installed to the east of I-95 in approximate location of Little Marsh Swamp, with impacts to Wetland WD. Wetland WD
also runs parallel along both sides of I-95 and will require Class B rip rap toe protection (see Detail AC), north and south of
the proposed bridge. The proposed bent, causeways, fill and cut slopes will result in 150 lf and 0.008 acres of permanent
impacts and 30 lf and 0.289 acres of temporary impacts to Little Marsh Swamp and 3.815 acres of permanent impacts to
Wetland WD.

Permit Site 13 (37 & 38): The widening of I-95 will result in removal of a existing culvert and the installation of a new
culvert. The existing 3@9’x7’ RCBC, that provides passage for Buckhorn Swamp, will be removed. The flow of Buckhorn
Swamp will be maintained through a proposed 3@9’x8’ RCBC at approximate location of Buckhorn Swamp. The proposed
RCBC inlet will be installed on the west side of I-95. Class II rip rap (see Detail CSR) will be placed in the channel for
stabilization and scour prevention. The proposed RCBC outlet will be installed on the east side of I-95 in the approximate
location of Buckhorn Swamp. Class II rip rap (see Detail CSR) will be placed in the stream channel for stabilization and
scour prevention, but will not require mitigation. Wetland WC runs parallel along both sides of I-95 and will require Class B
rip rap (see Detail AC) toe protection, north and south of the proposed culvert. The proposed RCBC and associated rip rap in
channel will result in 100 lf and 0.1 acres of permanent and 20 lf and 0.029 acres of temporary stream impacts to Buckhorn
Swamp and 1.176 acres of permanent wetland impacts to Wetland WC.

10.0 Protected Species

The United States Fish and Wildlife Service (USFWS) lists five federally-protected species for Robeson County as of August
23, 2021 (Table 14).

Page 17

Table 14. Federally-Protected Species in Robeson County
Common Name Scientific Name Habitat Present Federal Status Biological
Conclusion
Vertebrate:
American Alligator Alligator
mississippiensis Yes T (S/A) N/A
Northern long-eared
bat Myotis septentrionalis Yes T MA-LAA
Red-Cockaded
Woodpecker Picoides borealis Yes E No Effect
Wood stork Mycteria americana Yes T MA-NLAA
Vascular Plant:
Michaux’s sumac Rhus michauxii Yes E No Effect
E – Endangered
T – Threatened
MA-LAA – May Affect Likely to Adversely Affect
N/A – Not applicable
T(S/A) – Threatened due to similarity of appearance

The US Fish and Wildlife Service has revised the previous programmatic biological opinion (PBO) in conjunction with the
Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the northern long-
eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in
Divisions 1-8, including all NCDOT projects and activities. Although this programmatic covers Divisions 1-8, NLEBs are
currently only known in 19 counties, but may potentially occur in 11 additional counties within Divisions 1-8. NCDOT,
FHWA, and USACE have agreed to two conservation measures which will avoid/minimize mortality of NLEBs. These
conservation measures only apply to the 30 current known/potential counties shown on Figure 2 of the PBO at this time. The
programmatic determination for NLEB for the NCDOT program is May Affect, Likely to Adversely Affect. The PBO will
ensure compliance with Section 7 of the Endangered Species Act for ten years (effective through December 31, 2030) for all
NCDOT projects with a federal nexus in Divisions 1-8, which includes Robeson County, where I-5987 is located. At
individual project sites where a total of 1.0 acre or more of tree clearing will occur, no tree clearing will occur during the
portion of the day that the air temperature is <40 degrees Fahrenheit in order to protect NLEBs that may be in torpor. This
restriction is only subject to the known/potential range (30 coastal counties) that is shown in Figure 2 of the 2020 PBO.

10.1 Bald and Golden Eagle Protection (BGPA)

In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from
the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8, 2007. After delisting, the Bald
and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. Nesting
and foraging habitat is present in the project area, however no bald eagle nests or individuals have been seen within a 660-
foot radius of the project area.

10.2 Moratoria

There is no in-stream work moratorium required for I-5987.

11.0 Cultural Resources

11.1 Historic Architectural Resources

The potential effect of the proposed project on historic architectural resources was evaluated in accordance with Section 106
of the National Historic Preservation Act of 1966, as amended. The NCDOT Cultural Resources Group determined that the
project would have No Effect on historic resources.

Page 18

11.2 Archaeological Resources

The potential effect of the proposed project on archaeological resources was evaluated in accordance with Section 106 of the
National Historic Preservation Act of 1966, as amended, administered under the 2007 Programmatic Agreement for Minor
Transportation Projects (Revised 2015) between the FHWA, NCDOT, the Advisory Council on Historic Preservation
(ACHP), and SHPO. The NCDOT Cultural Resources Group determinied that no National Register listed archaeological sites
are located within the I-5987 project study area and no National Register eligible sites would be affected by the project.

12.0 FEMA Compliance

The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency
(FEMA) to assure compliance with FEMA, state, and local floodway regulations.

13.0 Mitigation Options

NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional
impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance
measures were implemented to the extent possible during the planning and design phases, and minimization measures were
incorporated into the project design.

USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the
concept of “no net loss of wetlands” and sequencing. The purpose of this policy is to restore and maintain the chemical,
biological, and physical integrity of the waters of the United States. CEQ has defined mitigation of wetland and surface water
impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time, and compensating
for impacts (40 CFR 1508.20).

13.1 Avoidance and Minimization

All jurisdictional features were delineated, field-verified, and surveyed within the study area. Proposed widening of I-95
towards the median in areas where possible has aided in reducing the project footprint and overall impact to jurisdictional
resources. The designs were developed in more detail and adjusted to avoid and minimize impacts to jurisdictional areas.
Project designs were reviewed during development stages by an interagency review team consisting of 34 representatives
from NCDOT, NCDEQ-DWR, USACE, NV5, MI Engineering, Mott MacDonald, Wetherill Engineering, Gannett Fleming
and Sungate Design Group. Input from parties concerned have helped develop appropriate and practicable steps to avoid and
minimize impacts to sensitive areas.

NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. Many of these
strategies have been incorporated into BMP documents that have been reviewed and approved by the resource agencies that
will be followed throughout construction. All wetland areas not affected by the project will be protected from unnecessary
encroachment. General avoidance and minimization measures are as follows:

• NCDOT’s Best Management Practices (BMPs) for the Protection of Surface Waters shall be incorporated to the maximum
extent practicable;
• Impacts to wetlands, streams, and open waters were avoided and/or minimized by adjusting proposed alignments and
slopes;
• 3:1 fill slopes have been used at most stream and wetland crossings to reduce impacts;
• Stormwater design velocities entering jurisdictional wetlands have been mitigated to be non-erosive (less than 2 fps);
• Stormwater was designed to avoid direct discharge into jurisdictional features to the maximum extent practicable;
• Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent erosion;
• Minimizing “in stream” activities;
• Open shoulder sections were maximized to promote sheet flow from the roadway;
• Pipes via Trenchless installation built offline. This provides faster construction in the dry, less time in/around the
jurisdictional features, and a safer work area for the travelling public and construction crews;
• Utilized “Culvert Avoidance and Minimization Design Guidance” for proposed box culverts, as much as practicable.

Page 19

13.2 Compensation

The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described
above. For linear public transportation projects, mitigation shall be required for impacts equal to or exceeding 150 linear feet
per stream or one acre of wetlands. Since this project is a linear transportation project and jurisdictional impacts exceed 150
linear feet of stream and one acre of wetland, mitigation is required.

Compensatory mitigation requirements for I-5987 jurisdictional features are summarized below in Table 15. This project
proposes to permanently impact a total of 2,099 linear feet of warm water streams, including 1,898 lf of perennial stream
channel (of which 1,462 lf will be subject to mitigation) and 201 lf of intermittent stream channel (of which 201 lf will be
subject to mitigation). The project will also permanently impact a total 14.144 acres of wetlands including 13.853 acres of
riparian wetlands and 0.291 acres of non-riparian wetlands. The unavoidable impacts to Waters of the U. S. will be offset by
compensatory mitigation provided by the North Carolina Department of Environmental Quality (NCDEQ) Division of
Mitigation Services (DMS) at ratios of 2:1 for wetland and perennial stream impacts, 1:1 for intermittent stream impacts.
There will be no mitigation required for permanent impacts to streams impacted by bank stabilization.

Table 15. I-5987 A & B Jurisdictional Feature Mitigation Summary
Streams and
Wetlands River Basin HUC Eco-Region
Stream (lf) Wetlands (ac)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh
Impacts Lumber 03040203 NICP -- -- 1,663 13.853 0.291 --
USACE1/DWR2 1,663/320 14.144
Grand Total3 1,663 14.144
Notes
1 Mitigation calculations for USACE includes permanent impacts to Perennial streams and Intermittent Streams.
2 Mitigation calculations for DWR includes permanent impacts to Perennial streams with an impact total of 300 or more linear feet.
3 Grand Total reports the higher mitigation amount required for the I-5987 project.

NCDOT is applying for a Section 404 Individual Permit for the entire 16.06-mile widening corridor with final designs from
the I-5987 A & B Sections. NCDOT has coordinated with NCDEQ DMS to reserve mitigation credits for the entire corridor
and will provide an acceptance letter for impacts the project (Table 16 and 17). An acceptance letter from NCDEQ DMS is
attached (Attachment E).

Table 16. I-5987A Jurisdictional Feature Mitigation Summary
Streams and
Wetlands River Basin HUC Eco-Region
Stream (lf) Wetlands (ac)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh
Impacts Lumber 03040203 NICP -- -- 620 5.209 0.291 --
USACE1/DWR2 620/0 5.5
Grand Total3 620 5.5
Notes
1 Mitigation calculations for USACE includes permanent impacts to Perennial streams and Intermittent Streams.
2 Mitigation calculations for DWR includes permanent impacts to Perennial streams with an impact total of 300 or more linear feet.
3 Grand Total reports the higher mitigation amount required by USACE for the I-5987A project.

Table 17. I-5987B Jurisdictional Feature Mitigation Summary
Streams and
Wetlands River Basin HUC Eco-Region
Stream (lf) Wetlands (ac)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh
Impacts Lumber 03040203 NICP -- -- 1,043 8.644 -- --
USACE1/DWR2 1,043/320 8.644
Grand Total3 1,043 8.644
Notes
1 Mitigation calculations for USACE includes permanent impacts to Perennial streams and Intermittent Streams.
2 Mitigation calculations for DWR includes permanent impacts to Perennial streams with an impact total of 300 or more linear feet.
3 Grand Total reports the higher mitigation amount required for the I-5987B project.

Page 20

14.0 Indirect and Cumulative Effects

Transportation impact causing activities as a result of this project may include: new network connections, an increase in
access, or creation of activity centers. This project has a low likelihood to increase development potential and intensity in the
areas adjacent to the project corridor. This score is most reflective of the project scope (16.06 miles of widening), public
policy in place to manage growth, abundance of available land, presence of notable environmental features, and a lack of
travel time savings resulting from the project. The project does not require analysis for direct, indirect or cumulative effects
based on the NCDOT Community Studies Screening Tool.

15.0 Essential Fish Habitat

The project will not impact any Essential Fish Habitat afforded protection under the Magnuson Stevens Act of 1996 (16
U.S.C 1801 et seq.)

16.0 Wild and Scenic Rivers

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, as amended).

17.0 Regulatory Approvals

Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the above-described activities

Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR, and providing this application to
NCDEQ for their approval.

A copy of this permit request and its distribution list will be posted on the NCDOT website at:
https://connect.ncdot.gov/resources/Environmental

Sincerely,

Gregory W. Price, PWS
Division Environmental Officer
North Carolina Department of Transportation

Cc: Hannah Sprinkle, NCDWR
NCDOT Permit Application Standard Distribution List

Attachments

Attachment A: I-5987 Project Vicinity Map
Attachment B: ENG Form 4345
Attachment C: I-5987 State Stormwater Management Plan
Attachment D: I-5987 Wetland and Surface Water Impacts Permit Drawings and Utility Drawings
Attachment E: I-5987 DMS Mitigation Acceptance Letter
Attachment F: I-5987 Non-Merger 30% Hydraulic Design Review Meeting Minutes
Attachment G: I-5987 Permit Drawings Review Meeting Minutes
Attachment H: I-5987 Permit Labels
Attachment I: I-5987 PreFiling Meeting Request
Attachment J: I-5987 Environmental Document

Attachment A: I-5987 Project Vicinity Map

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Attachment B: ENG Form 4345

U.S. Army Corps of Engineers (USACE)
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
33 CFR 325. The proponent agency is CECW-CO-R.
FormApproved-
OMB No. 0710-0003
Expires: 01-08-2018
The public reporting burden for this collection of
for reviewing instructions, searching existing data
information. Send comments regarding the burden
at [e-mail]
information, OMB Control Number 0710-0003, is estimated to average 11 hours per response, including the time
sources, gathering and maintaining the data needed, and completing and reviewing the collection of
estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services,
. Respondents should be aware that notwithstanding any other provision of law, no person shall
a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT
EMAIL.
be subject to any penalty for failing to comply with
RETURN YOUR APPLICATION TO THE ABOVE
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10,
Section 103, 33 USC 1413; Regulatory Programs
will be used in evaluating the application for a permit.
local government agencies, and the public and
is voluntary, however, if information is not provided
reproducible copies which show the location and
and be submitted to the District Engineer having
System of Record Notice (SORN). The information
and may be accessed at the following website:
33 USC 403; Clean Water Act, Section
of the Corps of Engineers; Final
Routine Uses: This information
may be made available as part of
the permit application cannot
character of the proposed activity
jurisdiction over the location of the
received is entered into our permit
http://dpcld.defense.gov/Privacy/SORNslndex/DOD-wide-SORN-Article-View/Article/570115/a1145b-ce.aQ
404, 33
Rule 33 CFR
may be shared
a public notice
be evaluated nor
must be attached
proposed activity.
tracking
USC 1344; Marine Protection,
320-332. Principal Purpose: Information
with the Department of Justice
as required by Federal law. Submission
can a permit be issued. One
to this application (see sample
An application that is not
database and a SORN has been
Research, and Sanctuaries Act,
provided on this form
and other federal, state, and
of requested information
set of original drawings or good
drawings and/or instructions)
completed in full will be returned.
completed (SORN #A1145b)
(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 BY APPLICANT)
5. APPLICANT'S NAME
First - Gregory Middle -W. Last - Price
Company - North Carolina Department of Transportation (NCDOT)
E-mail [e-mail]
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Jennifer Middle -W. Last - Harrod
Company - NV5 Engineers and Consultants, Inc.
E-mail Address [e-mail]
6. APPLICANT'S ADDRESS:
Address- P.O. Box 1150
City - Fayetteville State - NC Zip - 28302 Country -USA
9. AGENTS ADDRESS:
Address- 3300 Regency Parkway #100
City - Cary State - NC Zip - 27518 Country -USA
7. APPLICANTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
[phone]
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
[phone] [phone]
STATEMENT OF
11. I hereby authorize. Jennifer Harrod to act in my behalf as
AUTHORIZATION
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)
STIP I-5987 - Widen I-95 to eight lanes from US 301 (Exit 22) to south of the proposed I-295 interchange
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Big Marsh/Buckhorn/Tenmile Swamps; Brisson/Cowpen Branch
14. PROJECT STREET ADDRESS (if applicable)
Address Robeson County
City - Lumberton/St. Pauls State NC Zip-
15. LOCATION OF PROJECT
Latitude: oN 34.80138 Longitude: .W -78.99049
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, MAY 2018
PREVIOUS EDITIONS ARE OBSOLETE.
Page 3 of 1

17. DIRECTIONS TO THE SITE
Please see attached Project Location Map (Attachment H) for general location.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to widen existing I-95 to an eight -lane median divided facility on
existing location from US 301 (Exit 22) to south of the proposed I-295 interchange in Robeson County, North Carolina (STIP I-5987). The
project is approximately 15.7 miles in length.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Improvements to this portion of I-95 will help relieve congestion, improve mobility, and improve the resiliency of this corridor to storm
events, such that it can continue to serve as a primary East Coast route. In addition to improving traffic conditions, sections of I-95 within the
project limits have experienced significant storm related flooding resulting in total closure of the interstate for multiple days. Roadway and
bridge improvements will be needed to make the corridor more resilient to future flood events.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Roadway fill, pipe/culvert installation and bridge construction.
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
Fill dirt - amount TBD Soil - amount TBD Rip rap - amount TBD
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 14.403 acres of Wetlands
or
Linear Feet 2,099 linear feet of Streams
23. Description of Avoidance, Minimization, and Compensation (see instructions)
The project was evaluated for ways to reduce adverse impacts to streams and wetlands. The following have been implemented for the project:
NCDOT's BMPs for Protection of Surface Waters to maximum extend possible; Stormwater designed to avoid direct discharge to
jurisdictional features to extent practicable; Minimized "in stream" activities; Pipes via Trenchless installation built offline; Stormwater
design velocities entering jurisdictional wetlands habe been mitigated to be non -erosive (less than 2 fps). Unavoidable impacts to Water of
the U.S. will be offset by compensatory mitigation provided by the North Carolina Department of Environmental Quality (NCDEQ) Division
of Mitigation Services (DMS).
ENG FORM 4345, MAY 2018
Page 3 of 2

24. Is Any Portion of the Work Already Complete? Yes n No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody Of more than can be entered here, please attach a supplemental list).
a. Address- See Application
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
IDENTIFICATION
NUMBER
AGENCY TYPE APPROVAL*
See Application
* Would include but is not restricted to zoning, building, and flood plain permits
DATE APPLIED DATE APPROVED DATE DENIED
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, MAY 2018 Page 3 of 3

Attachment C: I-5987 State Stormwater Management Plan

1 Iighvz
St�
" North Carolina Department of Transportation
Highway Stormwater Program �e
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47533.1.2 TIP No.: I-5987A County(ies): Robeson Pa.e 1 of 3
General Project Information
WBS Element:
47533.1.2 TIP Number: I-5987A Project Type: Roadway Widening Date: 8/23/2021
NCDOT Contact:
Paul Atkinson, PE
Contractor / Designer:
NV5 / David Bocker, PE
Address:
1590 Mail Service Center
Raleigh, NC 27699-1590
Address:
7500 East Independence Blvd., Suite 100
Charlotte, NC 28227
Phone:
704-566-4342
Phone:
919-704-6707
Email:
[e-mail]
Email:
[e-mail]
City/Town:
County(ies):
Robeson
River Basin(s):
Lumber
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description _
Project Length (lin. miles or feet):
8.11 Surrounding Land Use: Commercial/Business towards south & rural/wooded/agriculture to the north
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
166.8 ac.
100.0 ac.
Typical Cross Section Description:
Northbound Lanes - 4 @ 12' Lanes w/ Paved Shoulders & Median Barrier Wall
Southbound Lanes - 4 @ 12' Lanes w/ Paved Shoulders & Median Barrier Wall
Northbound Lanes - 2 @ 12' Lanes w/ Paved Shoulders
Southbound Lanes - 2 @ 12' Lanes w/ Paved Shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 101750 Year: 2042
Existing: 69300 Year: 2022
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The project consists of the widening of 1-95 from south of US 301 (Exit 22) to north of SR 1758 (McDuffie Crossing Road) from 2 lanes in each direction to 4 lanes in each
direction. Several grade separated bridges will be replaced along the project corridor as well as reconfiguration of the interchange at US 301 (Exit 25). The proposed
stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems that drain to existing outfalls.
Waterbody Information
Surface Water Body (1):
Tributary to Saddletree Swamp
NCDWR Stream Index No.:
14-12
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
SM, SO
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Na rative)

Highway
Stormwater
,,,,—,
North Carolina Department of Transportation `'�
Highway Stormwater Program ..
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47533.1.2 TIP No.: I-5987A County(ies): Robeson Page 2 of 3
Additional Waterbody Information
Surface Water Body (2): Tributary to Fivemile Branch
NCDWR Stream Index No.:
14-12-6
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
TX, TV, TU, TT
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water
Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the
General Project Narrative)
Surface Water Body (3):
Tenmile Swamp
NCDWR Stream Index No.:
14-22-3
NCDWR Surface Water Classification for
Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No
Comments:
NRTR Stream ID:
TS, TBB, TR
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water
Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the
General Project Na
rative)
Surface Water Body (4):
Cowpen Branch
NCDWR Stream Index No.:
14-22-3-1
NCDWR Surface Water Classification for
Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No
Comments:
NRTR Stream ID:
SP, TP
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Na rative)
Surface Water Body (5):
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Na rative)

North Department Transportation ��
1 Iigl1 1V
Sion iZr^
Carolina of
Highway Stormwater Program ��
STORMWATER MANAGEMENT PLAN ^_!•„..-
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47533.1.3 TIP No.: I-5987B County(ies): Robeson Pa.e 1 of 2
General Project Information
WBS Element:
47533.1.3 TIP Number: I-5987B Project Type: Roadway Widening Date: 5/12/2021
NCDOT Contact:
Paul Atkinson, PE
Contractor / Designer:
Wetherill Engineering/ Kevin B. Alford, PE
Address:
1590 Mail Service Center
Raleigh, NC 27699-1590
Address:
1223 Jones Franklin Road
Raleigh, NC 27606
Phone:
919-704-6707
Phone:
919-851-8077
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Town of St. Pauls
County(ies):
Robeson
River Basin(s):
Lumber
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
7.96 Surrounding Land Use: Rural/wooded/agriculture
j ME Proposed Project
Existing Site
Project Built -Upon Area (ac.)
165.0 ac.
93.0 ac.
Typical Cross Section Description:
Northbound Lanes - 4 @ 12' Lanes w/ Paved Shoulders & Median Barrier Wall
Southbound Lanes - 4 @ 12' Lanes w/ Paved Shoulders & Median Barrier Wall
Northbound Lanes - 2 @ 12' Lanes w/ Paved Shoulders
Southbound Lanes - 2 @ 12' Lanes w/ Paved Shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 92600 Year: 2042
Existing: 63300 Year: 2022
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The project consists of the widening of 1-95 from north of SR 1758 (McDuffie Crossing Road) to north of SR 1723 (Parkton Tobemory Road) from 2 lanes in each direction to 4
lanes in each direction. Several grade separated bridges will be replaced along the project corridor as well as reconfiguration of the interchanges at NC 20 (Exit 31) and US 301
(Exit 33). The proposed stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems that drain to existing outfalls.
Waterbody Information alb
Surface Water Body (1): Big Marsh Swamp
NCDWR Stream Index No.:
14-22-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Big Marsh Swamp TH, TM, TJ, SN, SR
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
No
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

J- ighWay
- `lit Xx111,Nalf'i
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47533.1.3 TIP No.: I-5987B County(ies): Robeson Pa•e 2 of 2
Additional Waterbody Information
Surface Water Body (2): Mercer Branch
NCDWR Stream Index No.:
14-22-1-3-3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Mercer Branch, SQ
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water
Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
14-22-1-3-3-1
(If yes, provide justification in the
General Project Narrative)
Surface Water Body (3):
I
Brisson
Branch
NCDWR Stream Index No.:
NCDWR Surface Water Classification for
Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No
Comments:
NRTR Stream ID:
Brisson Branch, SJ,
TF
Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water
Body?
No
Deck Drains Discharge Over Buffer?
IN/A
Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body?
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)
Surface Water Body (4):
I Little Marsh
Swamp
NCDWR Stream Index No.:
14-22-1-3
NCDWR Surface Water Classification for
Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Little Marsh Swam , SP, TP
Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? Yes
Deck Drains Discharge Over Buffer? IN/A
Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? No
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
14-22-1-2
(If yes, provide justification in the General Project Narrative)
OP
Surface Water Body (5): Buckhorn
Swamp
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Attachment D: I-5987 Wetland and Surface Water Impacts Permit Drawings and Utility Drawings

09/08/99
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ROBESON COUNTY
LOCATION: I— 95 IMPROVEMENTS
FROM SOUTH OF US 301 (EXIT 22)
TO NORTH OF SR 1758 (McDUFFIE CROSSING RD.)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES,
CULVERTS, AND RETAINING WALLS
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 15
BEGIN BRIDGE
-Y2- STA. 28+80.29
'SITE 2
END BRIDGE
-Y2- STA. 30 + 71.29
BEGIN TIP PROJECT I-5987A
—L— POT STA. 67 + 00.00
TIE TO TIP PROJECT 1-6064
—L— POT STA. XXX +XX.XX
SITE 8 SITE 10
SITE 6
EXISTING
SITE 3
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF LUMBERTON.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
EIGH
ATION
SITE
4
SITE 5
0
XIT .5
SITE 11
SITE 12
BEGIN BRIDGE
-Y1A- STA. 40+34.4
SITE 13
SITE 14
BE N C LVEj
-L STA. 10 4 +/-
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STATE
STATE PROJECT REFERENCE NO.
RT
SHOa
TOTAL
HEETS
N.C.
I-5987A
1
STATE PROJ.NO.
P. A. PROD. NO.
DESCRIPTION
47533,1.2_
PE
47533.2.2
WW, UTIL
PERMIT DRAWING
SHEET 1 OF 55
END TIP PROJECT I-5987A
—L— POT STA. 495 + 00.00
TIE TO TIP PROJECT I-5987B
—L— POT STA. 495 + 00.00
BEGIN BRIDGE
SITE 18
BEGIN CULVERT
-L- STA. 454 + 80 +/-
20LJi�i1`V
END CULVE"T
-L- STA. 310 64 +/
SITE 9
END BRIDGE
-Y1A- STA. 42 + 03.64
SITE 7
SITE 17
END CULVERT
-L- STA. 455 + 00 +
SITE 20
-Y3- STA. 2 8 + 71.69
t
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0
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SITE
END BRIDGE
-Y3- STA. 31 +36.53
SITE 19
SITE 23
TO FAYETTEVILLE
SITE 22
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50 100
`I I I J
PLANS
50 25 0 50 100
`IiII�
PROFILE (HORIZONTAL)
10 5 0 10 20
`IiII�
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022 = 69,300
ADT 2042 = 101,750
DHV = 8 %
D = 55 %
T = 16 % *
V = 75 MPH
* TTST =13% DUAL 3%
FUNC CLASS =
INTERSTATE
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT I-5987A
LENGTH STRUCTURES TIP PROJECT I-5987A
TOTAL LENGTH TIP PROJECT I-5987A
= 8.097 MILES
= 0.009 MILES
= 8.106 MILES
N
V
5
NV5 ENGINEERS & CONSULTAN75, INC,
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
E 704.537.7300 www,NVS,mm
PREPARED IN THE OFFICE OF:
,dh moffatt & nichol
;Bisi Eni-vb'26 VOICE ENO, NC Lfs�1Qm2111 F-0105NO..NO..e69 �
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
MAY 28, 2021
LETTING DATE:
JULY 19,2022
STEVE A. DRUM, PE
PROJECT ENGINEER
CHRIS D. ANDERSON,PE
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
P.E.
SIGNATURE;
NCDOT CONTACT:
CRAIG A. FREEMAN JR.., PE
DIVISION PROJECT ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:

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SITE 1
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EDUCATOR
FOR -I. PROFILE SEE SHEET 41 - 43
FOR -DM- MORf SEE SHM. 8 9
FOR -n LE SEE SHEET 80
FOR -VIRR- PROFILE SEE SHEET 90
FOR -V1RP LE SEE SHEET 91
RPD- PROFILE SEE SHEET 81
FOR DITCH DETAILSn SEE SHEETS ',LAND 20,
I-5987AAINV SHEET o
PERMMT DRAWING
SHEET l OF 55
PLANS

F \ srt orur[
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TRAFFIC DLAG
ADT 2042 IAA
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FOR -I' PROFILE SEE SHEET 41 - 43
FOR SRS- PROFIf SEE SHEET 8 9
FOR -Y1RPA- LE SEE SHEET BO
FOR -YIRPB- PROFILE SEE SHEET BO
FOR LE SEE SHEET 81
PINED- PROFILE SEE SHEET 81
FOR DITCH DETAILS SEE SHEETS 200.1 AND 20,2

PROJECT REFERENCE NO.
SHEET NO.
/-5987A
RW SHEET NO.
SITE 1
-L- STATION 111 + 25 7'X7' RCBC
—200 —150' —100' —50' 0'
50' 100'
150' 200'
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DO NOT USE FOR
TE PLANS
tcW ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
V
5 NV5 ENGINEERS & CONSULTANTS, INC.
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
P: 704 537.7300 www.NVS.com
NC license N F.1333
PERMIT DRAWING
SHEET 4 OF 55
HORIZONTAL SCALE
50 25 0 50 100
FOR -L- PROFILE SEE SHEET 58
FOR DITCH DETAILS SEE SHEETS 2D-1 AND 2D-2

REVISIONS
H
4+00 SEE SH
MATCHLINE -L- STA. 2
1580' ACCELERATION
2000' DECFLERA110N5iOR139E
LATI Vas oFTw we vie
STREAM AND WETLAND IMPACTS
KM vnow w.reiTsw
ve..cn suem wx.Fw
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4L%4"11.
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/
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SITE 2
58
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SITE 3
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--------------
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LW SLEET 0
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NIV15 LL
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TS
SITE 4
PERMFS DRAWING
SHEET 5 OF 55
FOR-WSRPA- PROFILE SEE SHEET 82
FOR -WWII- PROFILE SEE SHEET 83
FOR -WSRPC- PROFILE SEE SHEET 83
FOR -WSRPD- PROFILE SEE SHEET 88
FOR DITCH DETAILS SEE SHEETS RD-1 AND 2D-3
ELPwS
MATCHLINE -L- STA. 243+00 SEE SHEET 15
GRAPHIC SCALE
5.-.0- 6:6 0
PLANS

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PERMRT 6 OFrO'F'
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FOR-WSRPA- PROFILE SEE SHEET 82
FOR-WSRPR- PROFILE SEE SHEET 83
FOR -WSRPL. PROFILE SEE SHEET 82
FOR-WSRP0- PROFILE SEE SHEET 88
FOR DITCH DETAILS SEE SHEETS 20.1 AND 20.3
CHLINE -L- STA. 243+00 S
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GRAPHIC SCALE
5.-.0- 6:6 0
PLANS

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PROJECT REFERENCE NO.
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/ 5987A
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RM' SHEET NO.
—
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/ .YI�I
ROADWAY DESIGN
ENGINEER
CS
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//
STREAM AND WETLAND IMPACTS
INCOMPLETE
DO NOT USE FOR
PLANS
2<24 ACQUISITION
///
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SURFOTES ACE WATER/
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/ IMPACTS IMPORARY
,,,,,,,,/,*NE SURFACE WATER
' I
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DOCUMENT NOT CONSIDERED FINAL
DENOTES MECHANR
UNLESS ALL SIGNATURES COMPLETED
/
" " CLEARING 60
& CONSULTANTS,
.....9
LC1
ANTHONY BLANKS
V- NO CLAIM/
INC.
NV5 ENGINEERS
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
P: 704.537.7300 www.NVS.com
DB 1233PG 380
166 62
DB 1660 PG 155IT
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SITE 4
RICKY BLANKS
PERAWING
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SHEET OF 55
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COUNTY OF ROBESON /
DB 429 PG 205
58 WOODS
NO CLAIM .
TS * SPECIAL LATERAL V DITCH
SEE DETAIL O
45 L OF CHANNEL • SPECIAL LATERAL V DITCH
. ,-dila - IMOVEMENT 411- BILLBOARD SEE DETAIL B BILLBOARD
—
E -L- STA. 256 + 00 SEE SHEET 16
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ALL DRIVEWAY RADII ARE 20'
UNLESS OTHERWISE NOTED.
UNIFORMLY TRANSITION
DRIVEWAY SLOPES AS SHOWN.
PROPOSED PAVEMENT REMOVAL
FOR -Y2- PROFILE SEE SHEET 72
FOR -DR2- PROFILE SEE SHEET 91
FOR -DR3- PROFILE SEE SHEET 91
FOR DITCH DETAILS SEE SHEETS 2D-1 AND 2D-2

PROJECT REFERENCE NO.
SHEET NO.
/-5987A
RW SHEET NO.
U
CO
01
01
Z
01
a
>-
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01
m
o,
m
0
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0
0
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0
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-0
00
oc�
000r
meta
SITE 15
-Y2- STATION 17 + 35 2@48"RCP
-100' -75'
-50'
-25'
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
tcW ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
V
5 NV5 ENGINEERS & CONSULTANTS, INC.
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
P: 704 537.7300 www.NVS.com
NC license N F.1333
0' 25' 50' 75' 10
0' 12
5'
145'
140'
135'
130'
PRO
PO
SEC
IMP
TOP
OP U
CHAN
?OVEMF
NE
L
Ts
NY _LEFT
cL
INV
OPE
0
4
137 0'
70/
PR
Y2 STA
2@48" RC
BURIED 1
REMOVE EXISTING 42'
REMOVE ExIST1N
OFILE ALONG
17+35
P
N
CMP
36" RCP
STRUCTURE
h
1
— L5\
rRorosED
IMPROVEME
EXI
CHA
NTS
sn
NE
L
G
STREAM
BE
PERMIT DRAWING
SHEET 53 OF 55
HORIZONTAL SCALE
25 12.5 0 25 50
FOR -L- PROFILE SEE SHEET 58
FOR DITCH DETAILS SEE SHEETS 2D-1 AND 2D-2

HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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- 110+70/112+15 7'x7' RCBC0.025 0.008 155 362-L- 224+65 System Outlet0.003 0.0153-L- 226+70 Bank Stabilization0.002 0.0094-L- 242+00/243+70 Bank Stabilization for 8'x7' RCBC0.005 0.0030.005 0.0305 -L- 250+55 System Outlet0.001 0.0296-L- 265+00 LT Bank Stabilization0.003 0.0017-L- 265+00 RT System Outlet 0.022 0.0017-L- 265+00 RT Bank Stabilization0.001 0.0038-L- 275+80 30" RCP0.004 0.0018-L- 275+80 Roadway Fill0.024 0.0019-L- 281+90 RT66" RCP0.0469-L- 281+90 RTBank Stabilization0.003 0.00210-L- 285+50 LTRoadway Fill3.029 0.166 0.018 0.00311-L- 310+50 3 @ 12'x12' RCBC0.220 0.077 120 4012-L- 308+00 to 318+50 Roadway Fill0.401 0.35413-L- 332+05 System Outlet0.004 0.00114-L- 339+15Roadway Fill0.020 0.02315-Y2- 17+252 @ 48" RCP 0.012 5015-Y2- 17+25 Bank Stabilization0.006 0.003 58 20TOTALS*:3.456 0.000 0.029 0.546 0.000 0.397 0.156 383 96 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 FebSHEET 54 OF 5547533.1.2Sptember 29, 2021ROBESON COUNTYNC DEPARTMENT OF TRANSPORTATIONI-5987ASites 2, 3, 4, 6, 7, 8, 9, and 13 are Tributaries and therefore Surface water impacts are considered for area only. WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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)1-15 Totals from Sheet 53 =>3.456 0.029 0.546 0.397 0.156 383 9616 LA2 340+00-351+50 Lt.Rdy fill,1@48" RCP,1@42"RCP0.354 0.28517 LA2 342+15 Rt. Roadway fill/False cut ditch0.035 0.02418 LA2 352+25-353+10 Lt. Roadway fill0.024 0.01919 LA2 354+06 Rt. & Lt. 2@7'X7' RCBC0.012 0.001 0.018 0.006 82 2619 LA2 354+06 Rt. & Lt. Bank Stabilization0.020 8220 LA2 366+29 Rt. & Lt. Rdy Fill/2@8'X9' RCBC0.139 0.022 0.119 0.035 0.025 96 10420 LA2 366+29 Rt. & Lt. Bank Stabilization0.026 9621A LA2 404+01 Rt Roadway fill0.013 3821A LA2 404+01 Rt Tailditch-Cleanout **0.107 48821 LA2 398+86-402+73 Lt. Roadway fill0.057 0.112 0.12222 LA2 454+44-455+52 Lt. Roadway fill **0.02222 LA2 454+44-455+52 Lt. Bank Stabilization0.004 1422 LA2 454+90 Rt. & Lt. 2@8'x7' RCBC0.003 0.001 0.006 0.007 22 4522 LA2 454+90 Rt. & Lt. Bank Stabilization0.018 8323 Y3 24+79 Rt. & Lt. 2@8'x7' RCBC0.020 0.003 57 1023 Y3 24+79 Rt. & Lt. Bank Stabilization †0.010 0.013 33 30TOTALS*:4.080 0.000 0.188 1.092 0.000 0.588 0.317 986 799 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 55 OF 55 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS to the proposed streambed elevation per profile.47533.1.2September 29, 2021Robeson CountyNC DEPARTMENT OF TRANSPORTATIONI-5987A** Site 21A & 22: Includes Tributaries TAD and TP respectively. Therefore, Permanent or Temporary Surface Water impacts are considered for area only. for area only. Site 21A totals include SAB Temporary Surface water impacts: 0.107 ac., 488 LF.† Site 23: Bank Stabilization includes removal of existing roadway embankment and pipe, and installation of Rip Rap Class I
00
kaki
W
See Sheet IA For Index of Sheets
-5R4-
SR 1760
CEDAR GROVE
CHRUCH RD
TO LUMBERTON
BEGIN BRIDGE
-SR4-
SR 1006
N GREAT MARSH
CHURCH RD
-Y4- STA. 24+00+/-
END
Y4-
SITE 2
-SRS-
SR 1741
OLD STAGE RD
BEGIN BRIDGE
-L- STA. 585 + 22 +/-
END BRIDGE
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ROBESON COUNTY
LOCATION: I-95 IMPROVEMENTS FROM
NORTH OF SR 1758 (McDUFFIE CROSSING RD.)
TO NORTH OF SR 1723 (PARKTON TOBEMORY RD.)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES,
SIGNING, CULVERTS, AND RETAINING WALLS
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE
-YSRpC-
-L- STA. 587 + 02 +7-
BEGIN HP PROJECT I-5987B
—L— STA. 495 + 00.00
TIE TO TIP PROJECT I-5987A
—L— STA. 495 + 00.00
-L- STA. 618+25+/-
STA. 616+21 +/-
END BRIDGE
ST. P
(EXIT 31)
SITE 4
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ST. PAULS.
CLEARING ON THIS PROJECT SHALL BE PERFROMED TO THE LIMITS ESTABLISHED BY METHOD
THIS IS A CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
-Y5-
NC 20
-L- PT STA. 641 + 83.86 LB =
-L- POT STA. 641 + 84.17 LA
SITE 7A
YIBRPB-
(EXIT 33)
END BRIDGE
-Y1B- STA. 30 + 69 +/- -SR3-
OAKLAND RD.
NAD 83MSRS 2011
-YIBRPA-
BEGIN BRIDGE
-Y6- STA. 29+41+
STATE
STATE PROTECT REFERENCE NO.
SNOT
TOTAL
SHEETS
N.C.
I-5987B
1
STATE PROLNO.
P.A.PROI.NO.
DESCRIPTION
47533.1.3
NHP-0095(056)
PE
PERMIT DRAWING
SHEET 1 OF 80
END TIP PROJECT I-5987B 11
—L— STA. 915 + 07.85
TIE TO TIP PROJECT U-2519AA
—Y— STA. 22 + 89.87
SITE 111
BRIDGE
BEGIN BRIDGE
-Y7- STA. 28 + 92 +/-
-L- STA. 804 + 05 +/-
SITE 12
BEGIN BRIDGE
-Y1B- STA. 28+33+/ SITE 10
USS 3 301
-YIBRPC-
arc
r1
oa
4&414
N-SZ44::
��i END BRIDGE -_-
SR 1726 -Y6- STA. 31 + 15 +/- % To F-
McRAINEY RD. END BRIDGE
-Y7- STA. 30 + 49 +/-
-Y7-
SR 1723
PARKTON TOBEMORY RD.
SITE 13
BEGIN CULVERT
-L- STA. 902+20+/-
END CULVERT
-L- STA. 902 + 47 +/-
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0
50
100
PLANS
50 25 0 50
100
PROFILE (HORIZONTAL)
10 5 0 10 20
`IIII�
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022 = 63,300
ADT 2042 = 92,600
K = 8 %
D = 55 %
T = 14 % *
V = 75 MPH
* TTST =11 DUAL 3
FUNC CLASS =
INTERSTATE
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT I-5987B = 7.844 MILES
LENGTH STRUCTURES TIP PROJECT I-5987B = 0.112 MILES
TOTAL LENGTH OF TIP PROJECT I-5987B = 7.956 MILES
MOTT M
MACDONALD
Prepared in the Office of
7621 Purloy Rd., Suite 115
Fuquey—Vorine, NC 27526
[phone]
[phone] (Fox)
License
20I8 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
MAY 28, 2021
LETTING DATE:
AUGUST 17, 2022
�iiEewRD
1223 Jones FrarAn Rd.
Fax; 919 BSI 8107
DAVID C. WALLER, PE
PROJECT ENGINEER
MICHAEL D. PEKAREK, PE
PROJECT DESIGN ENGINEER
CRAIG A. FREEMAN, JR., PE
NCDOT CONTACT - DIVISION 6
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
9

N
In
PROJECT REFERENCE NO.
I-5897B
SHEET NO.
2D-/
RAY SHEET NO.
C
0
0
ro
4
O
E
4
0
f
0
d
Nv.
U �
-+ C
N
0
N
co cc
DETAIL A
SPECIAL CUT DITCH WHINGE
( Not to Scale)
FROM STA. 522+00 TO STA. 527+00 -L- RT
FROM STA. 562+00 TO STA. 566+50 -L- RT
FROM STA 875+00 TO STA. 878+50 -L- RT
FROM STA. 20+50 TO STA. 27+00-YIBRPB- RT
FROM STA. 15+00 TO STA. 18+00-Y1BRPC- RT
FROM STA. 19+50 TO STA.21+25 -Y7- RT
DETAIL F
SPECIAL LATERAL BASE DITCH
(Nefto Scab)
Natural T
Ground 3.7 D
3'�ott
F� 60
Fi
Slope
W Min. D. SEE BELOW
B. SEE BELOW
FROM STA. 495+00 TO STA. 506+50 -L- RT, D.1.5' B.6'
FROM STA. 495+00 TO STA. 497+80 -1- LT, D.1.0', B.6'
FROM STA. 497+80 TO STA 502+00 -1- LT, D.1.0', B.4'
FROM STA. 507+00 TO STA. 513+95 -L- RT, D.1.0', 13.4'
FROM STA. 514+13 TO STA. 518+33 -L- RT, D.5.0', B.8'
FROM STA. 518+33 TO STA. 520+00 -L- RT, D.1.0', B.6'
FROM STA. 536+85 TO STA. 543+50 -L- RT, D.1.0', 13.4'
FROM STA. 556+00 TO STA. 556+10 -L- RT, D.1.5', B.4'
FROM STA. 577+00 TO STA. 585+00 -L- LT, D.3.0', B.6'
FROM STA. 593+30 TO STA. 595+00 -L- RT, D.2.25', B•6'
FROM STA. 601+50 TO STA. 607+00 -L- RT, D.3.0', B.4'
FROM STA. 618+50 TO STA. 621+12 -L- RT, D.1.5', B.4'
FROM STA. 632+00 TO STA. 634+39 -L- RT, D.1.5', 8.6'
FROM STA. 634+39 TO STA. 638+00 -L- RT, D.1.0', B.2'
FROM STA. 626+00 TO STA. 634+50 -L- LT, D.2.0', 8.8'
FROM STA. 634+50 TO STA. 639+50 -1- LT, D.1.5', B.4'
FROM STA. 639+50 TO STA. 642+25 -L- RT, D=1.0', B=2'
FROM STA. 884+50 TO STA. 898+50 -L- RT, D.2.5', B.3'
FROM STA. 73+50 TO STA. 79+00 -SR4- LT, D.1.5', B.4'
FROM STA. 19+00 TO STA. 21+21 -SR10- RT, D.1.0', 13.2'
FROM STA. 27+50 TO STA. 30+00 -SR10- LT, D.1.25', 8.4'
FROM STA. 30+00 TO STA. 33+00 -SR10- LT, D.1.75', B.4'
FROM STA. 35+50 TO STA. 36+25 -Y5- RT, D.2.0', B.2'
FROM STA. 37+00 TO STA. 41+28 -Y6- LT, D.2.5', B.6'
FROM STA. 38+50 TO STA 45+00 -Y7- RT, D.2.5', B.3'
FROM STA. 45+00 -Y7- RT to XPIPE SR 1904 RT, D.2.5', B.3'
DETAIL K
STANDARD BASE TAIL DITCH
( Not Ic Scab)
Natural Natural
F7
Ground TD oet Ground �c
Min. D. SEE BELOW B
B. SEE BELOW
FROM STA. 621+00 -L- RT, D.6', B.6', L.590',
S.0.02%, BEG. EL. .153.25', END EL. .153.00'
FROM STA. 895+14 TO STA. 895+72 -L- RT, D.2.5', B.3'
FROM STA. 15+50 TO STA. 18+00 -Y5- RT, D.1.6' B.4'
FROM STA. 48+50 -Y5- LT, D.6', B.6', L.150',
S.0.02%, BEG. EL. .154.30', END EL. .154.27'
Na ,1
Ground
DETAIL P
SPECIAL CUT DITCH
( Not to Scale)
Min. D. 1.0 Ft.
Front
Ditch
Slope
FROM STA. 11+30 TO STA. 12+41.11 -DR1- RT
DETAIL U
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATUUNNDRAL
GRO
Min. D. 1.0 Ft.
FROM STA. 34+00 TO STA. 34+75 -Y5- LT
FROM STA. 24+27.14 TO STA 25+27.35-YSRPC- RT
DETAIL B
SPECIAL CUT DITCH VoHINGE
I Not to Swb)
FROM STA. 497+80 TO STA. 506+00 -L- RT
FROM STA. 571+50 TO STA. 572+50 -L- LT
FROM STA. 772+50 TO STA. 789+00 -L- RT
FROM STA. 839+00 TO STA. 851+00 -L- LT
FROM STA. 851+00 TO STA.864+83 -L- RT
FROM STA. 892+00 TO STA. 895+00 -L- LT
DETAIL G
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3.
Min. D.1.0 Ft.
Fil
Slope
FROM STA. 502+00 TO STA. 503+00 -L- LT
FROM STA. 527+50 TO STA. 529+50 -L- RT
FROM STA. 531+05 TO STA. 532+00 -L- RT
FROM STA 534+00 TO STA. 536+80 -L- RT
FROM STA. 551+50 TO STA. 553+50 -L- RT
FROM STA. 555+90 TO STA. 558+00 -L- LT
FROM STA. 564+00 TO STA. 565+00 -L- LT
FROM STA. 556+10 TO STA. 562+00 -L- RT
FROM STA. 599+00 TO STA. 600+00 -L- LT
FROM STA. 607+00 TO STA 610+00 -L- RT
FROM STA. 617+15 TO STA. 617+56 -L- RT
FROM STA 638+00 TO STA. 639+50 -L- RT
FROM STA 642+25 TO STA. 650+00 -L- RT
FROM STA. 639+50 TO STA. 650+00 -L- LT
FROM STA. 650+00 TO STA. 654+98 -L- LT
FROM STA. 650+00 TO STA. 655+60 -L- RT
FROM STA. 700+50 TO STA. 702+50 -L- LT
FROM STA. 74+00 TO STA. 76+50 -SR4- RT
FROM STA 10+50 TO STA 12+50 -SR10- LT
FROM STA. 10+50 TO STA.11+50 -SR10- RT
FROM STA 12+50 TO STA. 15+00 -SR10- RT
FROM STA. 19+50 TO STA. 27+50 -SR10- LT
FROM STA. 21+21 TO STA. 36+00 -SR10- RT
FROM STA.19+00 TO STA.20+15-Y1BRPB- LT
FROM STA. 33+50 TO STA. 36+00 -Y4- RT
FROM STA. 36+60 TO STA. 38+00 -Y5- RT
FROM STA. 43+08 TO STA 43+50 -Y5- LT
FROM STA. 15+00 TO STA. 23+30 -Y6- LT
FROM STA. 36+50 TO STA. 40+00 -Y6- RT
FROM STA. 41+50 TO STA. 44+00 -Y6- LT
FROM STA. 45+00 TO STA. 46+00 -Y6- LT
DETAIL L
SPECIAL CUT DITCH
( N. to Scab)
oa
Front
Dibh
Slope
Min. D.SEE BELOW
FROM STA. 911+18 TO STA. 915+07.85 -L- RT, D.2'
FROM STA. 913+00 TO STA. 915+07.85 -L- LT, D.2'
FROM STA. 12+50 TO STA. 14+00 -Y4- LT, D.1.25'
FROM STA. 30+50 TO STA. 33+50 -Y5- RT, D.1.5'
DETAIL Q
STANDARD BASE DITCH
(Not to Scab)
Geobihe Min. D. 2 H.
Max. d. 2.5 H.
'When B is < 60' B. 3 Ff.
Type of liner. Class I Rip -Rap
STA 30+55 TO STA. 31+06 -Y7- LT, L.51', S.5.39%
BEG. EL..1565.10', END EL..162.35'
DETAIL V
10' WIDE BERM
( Not to Scale)
10'
b:T 4.1
IF Distance Varies Depending Upon Spedfied Elevation
D.Varies; Distance _. Lowed Point
from Top of Berm to \ �in Natural Ground
lowest control point or Proposed Ditch
-L- STA. 639+50 RT, TOP ELEV.164.0'
-L- STA. 667+00 LT, TOP ELEV.168.0'
-Y4- STA. 21+71 RT, TOP ELEV.158.0'
DETAIL R
DITCH BLOCK
( Not to Scale)
DETAIL C
SPECIAL CUT DITCH WHINGE
( N. to Scab)
dot Front
A'' Ditch
D F\a�Slope
6.0• I- Min. D.2.0 FT
FROM STA. 543+50 TO STA 549+00 -1- RT
FROM STA. 851+00 TO STA. 863+00 -L- LT
FROM STA. 868+00 TO STA. 878+50 -L- LT
DETAIL H
SPECIAL CUT DITCH
(Not to Scale)
Min. D. 1.0 Ft.
Dinah
Slope
FROM STA. 36+00 -SR10- RT TO STA. 603+65 -L- LT
FROM STA. 879+00 TO STA. 883+00 -L- LT
FROM STA. 879+00 TO STA. 882+50 -L- RT
FROM STA. 36+50 TO STA. 38+50 -Y4- LT
FROM STA. 37+00 TO STA. 38+00 -Y4- RT
FROM STA. 22+09 TO STA. 26+60-YSRPB- LT
FROM STA. 10+20 -Y21- LT TO STA. 10+25 -Y21- RT
Natural
Ground
DETAIL M
LATERAL 'V' DITCH
I Not to Scab)
1 bI
Ro
pe
n 3'. Stove
Min. D.1.5 Ft.
6.5 Ft.
FROM STA. 503+00 TO STA. 507+00 -L- LT
FROM STA. 552+00 TO STA. 555+90 -L- LT
FROM STA 721+00 TO STA. 724+50 -L- LT
FROM STA. 10+90 TO STA. 16+50 -SR3- LT
FROM STA. 76+50 TO STA 81+00 -SR4- RT
FROM STA. 14+00 TO STA. 17+00 -Y4- LT
FROM STA. 32+50 TO STA. 36+50 -Y4- LT
FROM STA. 21+25 TO STA. 29+00 -Y7- RT
Outside Ditch
Traffic Flow
S. Ditch Slope l Proposed Ditch
FROM STA.914+99 -L- RT
3:7
po
DETAIL W
TOE PROTECTION
(Nat to Scab)
\oQs
9'� ot65
Geotextie
d. 3.0 Ft.
Type of Liner. 265 TONS Class B Rip -Rap
560 SY Geotextile
FROM STA. 577+00 TO STA 585+00 -L- LT
DETAIL D
SPECIAL CUT BASE DITCH VsHINGE
(Not to Scale)
Min. D. 2.5 FT
B. SEE BELOW
FROM STA. 816+50 TO STA. 851+00 -L- RT, B.4'
DETAIL I
SPECIAL CUT BASE DITCH
I Not Scale)
Natural TOt Front
Ground 47 D oottot Ditch
Slope
1.=.1 Min. D.2.5 Ft.
B.2 Ft.
FROM STA. 907+50 TO STA. 913+00 -L- LT
FROM STA 906+77 TO STA. 911+18 -L- RT
FROM STA. 10+50 TO STA. 15+50 -Y5- RT
DETAIL N
LATERAL BASE DITCH
( Not to Scab)
Natural ♦-
Ground 3.y Npe
Min. D.2.5 Ft.
B. SEE BELOW
b.5 Ft.
FROM STA. 553+50 TO STA. 556+00 -L- RT, B.4
FROM STA. 574+90 TO STA. 577+00 -L- LT, B.6
FROM STA. 621+00 TO STA. 628+00 -L- RT, B.6
FROM STA. 628+00 TO STA 632+00 -1- RT, B.6'
FROM STA 79+00 TO STA. 80+88 -5124- LT, B.4'
FROM STA. 13+25 TO STA. 19+80-Y1BRPA- RT, B.4'
DETAIL S
SPECIAL LATERAL DITCH wHINGE
( Not to Scale)
FROM STA. 565+00 TO STA. 566+00 -L- LT
FROM STA. 727+00 TO STA. 730+00 -L- LT
FROM STA. 726+50 TO STA. 730+00 -L- RT
DETAIL X
STANDARD BASE DITCH
( Not to Scab)
Natural N6Nral
Ground 3.7 7 3,\ Ground
Min. D. 2 Ft.
B. SEE BELOW
FROM STA. 619+45 TO STA. 622+10 -L- LT, D.2.0', B.8'
FROM STA. 622+10 TO STA. 626+00 -1- LT, D.2.25' B.8'
DETAIL E
DITCH BLOCK
(NONo Salo)
S. Ditch Slope
Outside Ditch
Traffic Flow
S. Ditch Slope
STA 536+70 -L- LT
STA 563+62 -L- RT
STA 563+62 -L- LT
STA 568+12 -L- RT
STA 568+12 -L- LT
STA 592+62 -L- LT
STA 595+13 -L- LT
STA 599+88 -L- LT
STA 610+12 -L- LT
STA 610+12 -L- RT
STA 612+37 -L- RT
STA 613+12 -L- LT
STA 615+12 -L- RT
STA 619+80 -L- RT
STA 622+37 -L- LT
STA 771+62 -L- RT
STA 839+00 -L- LT
STA 35+09 -SR10- LT
DETAIL J
DITCH BLOCK
( Not to Scale)
STA. 895+00 -L- LT
DETAIL 0
SPECIAL CUT BASE DITCH
(Not to Scale)
Natural o• Front
Ground ,�0'7�� Slope
Al
�,a< Ditch
e. Min. D. SEE BELOW
B. SEE BELOW
FROM STA. 520+00 TO STA. 522+00 -L- RT, D.1.0', B.4'
FROM STA. 10+58.30 TO STA 15+21 -DR1- LT, D.1.5', B.3'
FROM STA. 12+50 TO STA 14+00 -Y4- RT, D.2.0', B.4'
DETAIL T
SPECIAL CUT BASE DITCH WHINGE
Min. D. 1.5' MIN
B. SEE BELOW
Front
Ditch
slope
FROM STA. 595+00 TO STA. 597+00 -L- RT, B.6'
DETAIL Y
SPECIAL CUT BASE DITCH WHINGE
Min. D. 1.75 Ft.
Max. d. 1.75 Ft. d
B. 6 Ft.
Type of Liner. Class B Rip -Rap
Front
Ditch
Slope
le
FROM STA. 597+00 TO STA. 601+50 -L- RT
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
MOTT MACDONALD 18 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M 7621 Purley Road, Suite 115
FUquay-Varina, NC 27526
[phone]
MOTT www.mottmuc.com
MACDONALD NC license No. F-0669
ETHIERILL 122337 Nociliwe
TT:RING Fn:�sis esi Dim
PERMIT DRAWING
SHEET 2 OF 80
Neturol
Ground
DETAIL Z
LATERAL 'V' DITCH
( Notto Scale)
Geotmtie
Type of Liner. VARIES
P.
Min. D. SEE BELOW
Max. d. Match 'D'
b. 5 Ft.
FROM STA.22+14 -Y1B- LT TO STA.23+14-Y1BRPA- RT,
D.1.0 Ft., Class B Rip -Rap

N
In
PROJECT REFERENCE NO.
I-5897B
SHEET NO.
2D-2
RAY SHEET NO.
DETAIL AA
LATERAL N' DITCH
( Noffo Scale)
Min. D=1 R.
6=5 Ff.
ti
Slope
FROM STA. 698+50 TO STA. 700+50 -L- RT
FROM STA. 703+50 TO STA. 707+50 -L- RT
FROM STA. 23+09 TO STA. 23+59 -Y1B- LT
FROM STA. 37+50 TO STA. 38+50 -Y1B- RT
FROM 5TA.19+50 TO STA. 20+93-Y1BRPC- RT
FROM STA. 18+45 TO STA. 23+50-Y1BRD- RT
FROM STA. 24+00 TO STA. 28+00 -Y7- LT
FROM STA. 31+50 TO STA. 32+93 -Y7- RT
Shoulder
Paint
Fi
Min.!). SEE BELOW
DETAIL AF
V DITCH
( Not to Scale)
o•0
Shoulder
Pint
FROM STA. 613+00 TO STA. 616+00 -L- LT, D=1.0'
FROM STA. 626+50 TO STA. 627+00 -L- RT, D=1.25'
FROM STA. 627+50 TO STA. 628+00 -L- LT, D=2.0'
FROM STA. 694+00 TO STA. 698+50 -L- RT, D=1.0'
FROM STA. 707+50 TO STA. 709+00 -L- RT, D=1.0'
FROM STA. 706+00 TO STA. 710+50 -L- LT, D=1.0'
FROM STA 724+00 TO STA. 726+50 -L- RT, D=1.0'
Natural
Ground
DETAIL AK
LATERAL 'V' DITCH
)Noffo Scale)
1
.. 3
Min. D=SEE BELOW
h.5 Ft.
Slope
FROM STA. 600+00 TO STA. 604+64 -L- LT, D=2.5'
FROM STA. 10+00 TO STA. 13+25-YIBRPA- RT, D=2.0'
Natural
Ground
DETAIL AP
SPECIAL LATERAL DITCH WHINGE
( Not to Scale)
P
6.0' le- Min. D=1.5 FT
Sl
Slope
FROM STA. 755+50 TO STA. 759+00 -L- RT
FROM STA. 762+00 TO STA. 771+60 -L- RT
FROM STA 762+50 TO STA. 771+65 -L- LT
FROM STA. 864+83 TO STA. 871+00 -L- RT
DETAIL AU
SPECIAL LATERAL BASE DITCH
( Nof to Scale)
FROM STA TO STA.
DETAIL AZ
SPECIAL TOE PROTECTION
( Nat fe Scale)
Type of Liner= 13,9,500 TONS Class B Rip -Rap
50 SY Geotextile
FROM STA. 508+00 TO STA. 552+00 -L- LT
DETAIL AB
STANDARD BASE DITCH
( Not to Scale)
Natural NnNral
Ground Z,� ,LT Groun
D
Min. D= 5 R.
B. 5 R.
STA.760+15 -L- LT
DETAIL AG
LATERAL BASE DITCH
( Not fo Scale)
b
Natural
Ground 3., T
W
it
Min. D=SEE BELOW
B=SEE BELOW
b=5 R.
Fa
Slope
FROM STA. 529+50 TO STA. 530+15 -L- RT, B=4', D.1'
FROM STA. 530+15 TO STA. 531+05 -L- RT, B=4', D-4'
FROM STA. 27+00 TO STA. 28+89 -Y1B- RT, B=2', D=1'
FROM STA. 19+86 TO STA. 22+14-Y1BRPA- RT, B=6', D=3'
DETAIL AL
SPECIAL CUT TRANSITION DITCH
)Nat fo Scale)
Natural Front
Ground .3; �D 3' es Dike
Qet Slope
Min. D=2.5 Ft.
B=Var. 0-4 Ft.
FROM STA. 37+00 TO STA. 38+50 -SR3- RT
DETAIL AO
STANDARD 'V' DITCH
( Not N Scale)
Min. D=SEE BELOW
Type of Liner= Class B Rip -rap Max. d=1.0 Ft.
STA. 47+08 TO STA. 48+59 -EY18- LT, D=1.25'
STA. 28+80 TO STA. 29+20 -Y5- RT, D=1.25'
STA. 43+85 -Y5- LT, L=20', S=8.5%, D=1.00'
BEG. EL. - 162.39, END EL. - 160.69
STA. 10+20 -Y21- LT TO STA. 599+50 -L- RT, D=1.25'
STA. 771+52 TO STA. 771+72 -L- LT, D=1.5'
DETAIL AV
PIPE OUTLET CHANNEL
( Not fo Scale)
CHANNEL
d= 1.5 Ft. iFo
k)
Length (Left Bank - Looking DS). 110 Ft.
Length (Right Bank - Looking DS). 110 Ft.
Est.= 220 Tons Class I Rip -Rap, 285 SY Geotextile
STA. 530+15 -L- RT
DETAIL BA
SPECIAL CUT DITCH
(Not to Scale)
Natural
Ground
GeofeHile
Type of Liner= Class B Rip -Rap
Front
Ditch
Slope
Min. D=1.25 Ft.
Max. d=1.25 H.
FROM STA 10+20 TO STA. 11+25 -Y21- LT
DETAIL AC
TOE PROTECTION
( Nat fa Scale)
Natural
Ground
d= 2.0 Ff.
b. 4.0 H.
Type of Liner= CL B Rip -Rap
Geotextile
FROM STA. 592+75 TO STA. 599+00 -L- LT
FROM STA. 796+91 TO STA. 801+88 -L- LT
FROM STA. 791+87 TO STA. 801+87 -L- RT
FROM STA. 804+68 TO STA. 816+77 -L- LT
FROM STA. 804+17 TO STA. 815+20 -L- RT
FROM STA. 898+38 TO STA. 902+09 -L,- LT
FROM STA. 902+58 TO STA. 906+96 -L- LT
FROM STA. 897+99 TO STA. 902+08 -L- RT
FROM STA. 902+58 TO STA. 906+73 -L- RT
FROM STA. 18+67 TO STA. 20+87 -SR3- RT
FROM STA.16+90 TO STA. 15+15 -Y4- RT
FROM STA. 29+00 TO STA. 32+40 -Y4- RT
Natural
Ground
DETAIL AN
STANDARD 'V' DITCH
( N. to Salk)
Natural
Ground
Min. D=SEE BELOW
STA. 54+20 TO STA. 55+22 -EY18- LT, D=1.5'
FROM STA. 36+12 TO STA 36+50 -Y1B- LT, D=1.0'
DETAIL AM
SPECIAL CUT DITCH
(Not to Scale)
Min. D=2.5 Ft.
Front
Ditch
Slope
FROM STA. 38+50 TO STA. 43+50 -SR3- RT
FROM STA. 36+13 TO STA. 36+50 -Y1B- LT
DETAIL AR
LATERAL BASE DITCH
) Not fo Scala]
'When B is < 6.0'
Type of Liner= Class I Rip -Rap
Min. D=1.0 Ft.
Max. 8=1.0 H.
B= 2.0 F1.
h= 5.0 Ft.
FROM STA. 26+25 TO STA. 27+00 -Y1B- RT
FROM STA. 30+75 TO STA. 31+00 -Y4- LT
DETAIL AW
LATERAL BASE DITCH
) Not ro Scale)
"When B is < 6.0'
Type of Liner= Class B Rip -Rap
Min. D= 1.5 Ft.
Max. d= 1.5 R.
B. 4 Ft.
b= 5 Ft.
FROM STA. 574+80 TO STA. 575+70 -L- RT
DETAIL BB
CHANNEL IMPROVEMENTS
) Naito Scale)
Nab. Natural
Ground 3.,ryd e Ground
A'gao�
B=SEE BELOW
IBI
STA. 514+00 -L- RT, L=866', S=0.00%, B=6'
BEG. EL. =161.2', END EL. =161.2'
STA. 531+05 -L.- RT, L=500', S =0.00%, B.4'
BEG. EL. =159.5', END EL. =159.5'
STA. 18+75 -Y4- LT, L=140', S=0.51%, B=6'
BEG. EL. =151.5', END EL. =150.8'
DETAIL AD
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground l; 3J
Ltd
b
Min. D=1.5 Ft.
B= SEE BELOW
b=5 Ft.
ra
Slope
FROM STA. 677+25 TO STA. 684+50 -L- RT, B=4'
FROM STA. 20+50 TO STA. 22+50 -Y1B- RT, B=3'
FROM STA. 34+87 TO STA. 37+50 -Y1B- RT, B=2
FROM STA. 31+50 TO STA. 37+00 -Y6- LT, B=2'
Natural
DETAIL Al
LATERAL BASE DITCH
(Noffo Scale)
Ground 3., T
Min. D=2 Ft.
B=4 Ft.
b=5 Ft.
HI
Slope
FROM STA. 10+50 TO STA 12+38 -SR3- RT
FROM STA. 20+95 TO STA. 25+50 -5R3- RT
FROM STA.14+00 TO STA.16+50 -Y4- RT
FROM STA.17+00 TO STA.18+75 -Y4- LT
DETAIL AN
SPECIAL CUT DITCH
) Not to Scala)
Min. D=0.5 Ft.
Front
Ditch
Slope
FROM STA. 42+00 TO STA. 43+29 -SR3- LT
FROM STA. 45+00 TO STA. 46+50 -SR3- LT
DETAIL AS
SPECIAL CUT BASE DITCH WHINGE
( Not. Scale)
Natural
Ground
Min. D= 2.0 FT
B= SEE BELOW
Fro.
Ditch
Slope
FROM STA. 775+00 TO STA. 797+00 -L- LT, B=4'
FROM STA. 817+50 TO STA. 838+00 -L- LT, 8=4'
DETAIL AX
STANDARD BASE DITCH
(Not fo Scale)
Natural Natural
Ground 3.o T M1.\ Ground
all
Geotexdk
'When B 5 < 6.0'
Type of Liner. SEE BELOW
Min. D= 1 Ff.
Max. d= 1 Ft.
B. SEE BELOW
FROM STA. 21+21 -SR10- RT, L=20', S=2.5%, B=2', CL B RIPRAP
BEG. EL. =155.5', END EL. =155.0'
STA. 20+50 -Y1B RPB- RT, D=1.0', B=2', CL I RIPRAP
FROM STA. 18+75 TO STA. 1950 -Y4- RT, B=4', CL B RIPRAP
DETAIL BD
STANDARD BASE DITCH
(Noffo Scale)
Natural
Ground
all
Geotextile
'When B is < 6.0'
Type of Liner. Class I Rip -Rap
Natural
Ground
Min. D= 2 Ft.
Max. d. 4 Ft.
8= 4 Ft.
STA.591+50 TO STA. 592+50 -L- LT, L=115', S=0 39%
BEG. EL.=143.95', END EL.=143.50'
DETAIL AE
SPECIAL CUT BASE DITCH
(Not to Scale)
Natural
Ground 3., 1 D
Min. D=1.5 Ft.
B=4 R.
Front
Ditch
Slope
FROM STA. 684+50 -L- RT TO STA.15+00-Y1BRPC- RT
DETAIL AJ
SPECIAL CUT BASE DITCH
( Nof fo Scale)
Ground J., D
Min. D=2.5 Ft.
Front
Ditch
Slope
FROM STA. 25+50 TO STA. 37+00 -SR3- RT
DETAIL AO
SPECIAL LATERAL 'V' DITCH
) Not to Scale)
FR
SIOPe
Min. D. SEE BELOW
FROM STA. 696+50 TO STA. 702+50 -L- LT, D=1.5'
FROM STA. 34+00 TO STA. 35+00 -Y5- RT, D=1.5'
DETAIL AT
STANDARD BASE TAIL DITCH
(Notto Scale)
Natural Natural
Ground, 3.� Ground
Min. D=2.5 Ft.
B= 4 Ft.
STA. 536+82 -L- RT, L=80', S=0.25%, B=4'
BEG. EL.=158.95', END EL.=158.75'
DETAIL AY
HEAD DITCH IMPROVEMENT
( Not. Scale)
Natural Natural
Ground 3.7 3.� Groun
Min. D= 6 Ff.
B= 3-18 H.
FROM STA. 514+00 -L- LT
FROM STA. 529+35 -L- LT
DETAIL BE
FALSE CUT
) Notto Scale)
y 1
W=2 Td. Min. Min. D=1.5 Ft.
FROM STA. 592+50 TO STA. 599+00 -L- LT
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
MOTF MACDONALD 18 E, LLC
LICENSE N0. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M 7621 Pudoy Road, Suite 115
Fuquoy-Varina, NC 27526
[phone]
MOTT www.mollmac.com
MACDONALD NC License No. F-0669
ETHIERILL Rz Loner,
, nittwe
TT:RING Fn:�sis esi eim
PERMIT DRAWING
SHEET 3 OF 80

0`
N
In
PROJECT REFERENCE NO.
I-5897B
SHEET NO.
2D-3
RAY SHEET NO.
DETAIL CSR 1-1
INLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM)
2 @ 8'x8' RCBC
2' THICK
NOTE:
SILLS TO BE LOCATED
AT THE INLET AND
OUTLET ONLY
CLASS II RIP RAP
Ifr W/GEOTEXTILE
ON BANKS ONLY
M,.
(TYP.)
1' SILL (TYP.) EXCAVATION
CULVERT BURIED 1' (TYP.)
BACKFILL W/NATIVE
MATERIAL PER SPEC.
NOT TO SCALE
V//A
EXCAVATION • 5 CY
CLASS II RIP RAP • 80 TONS
GEOTEXTILE . 30 SY
STA. 677+13.2 -L- LT
DETAIL CSR 1-2
OUTLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM)
2' THICK
i'
CULVERT BURIED 1' (TYP.)
BACKFILL W/NATIVE
MATERIAL PER SPEC.
NOT TO SCALE
2 @ 8'x8' RCBC
NOTE:
SILLS TO BE LOCATED
AT THE INLET AND
OUTLET ONLY
CLASS II RIP RAP
W/GEOTEXTILE
ON BANKS ONLY
(rYP.)
1' SILL (TYP.)
EXCAVATION
EXCAVATION . 11 CY
CLASS II RIP RAP • 50 TONS
GEOTEXTILE . 20 SY
STA. 677+13.2 -L- RT
DETAIL BF
STANDARD BASE DITCH TRANSITION
( Not to Scale)
Natural
Ground \3.7
e' 91�et
B. SEE BELOW
Natural
Ground
STA.514+04 -L- RT, L•55', B.12'-6'
STA. 530+95 -L- RT, L•50', B.14'-4'
STA. 555+95 -L- LT, L.20', B.2'(EXIST. CHANNEL)-12'
STA. 621+12 -L- RT, L.60', B.16'-6'
STA. 47+50 -Y5- LT, L.50', B.6'-12'
STA. 48+55 -Y5- LT, L.66', B.12'-6'
DETAIL BG
SPECIAL CUT BASE DITCH W/EARTH BERM
( Not to Scale)
Ditch
Slope
B.4.0 F.
Min. D.1.0 Ft.
b
b•2.0 Ft.
NG
FROM STA. 796+50 TO STA. 796+80 -L- LT
DETAIL CSR 2-1
INLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM)
NOT TO SCALE
GROUNDNATURAL
1
DEPTH +)- 4'
CHANNEL WIDTH 6'
EST TON CLASS '1' RIP RAP • 53 TONS
EST GEOTEXTILE • 112 SY
(TYP)
CLASS 'r RIP RAP
W/GEOTEXDLE (TYP.)
DDE • 260 CY
STA. 708+48.43 -L- LT
DETAIL CSR 2-2
OUTLET TYPICAL
(LT TO RT LOOTING DOWNSTREAM)
NOT TO SCALE
NATURAL
GROUND
DEPTH +A 4'
CHANNEL WIDTH
APPROX. 6'- 7'
EST TON CLASS 'r RIP RAP • 20 TONS
EST GEOTEXTILE • 28 SY
CLASS '1' RIP RAP
W/GEOTEXTILE (TYP.)
DDE • 85 CY
DETAIL CSR 3-1
OUTLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM)
NOT TO SCALE
CLASS '1' RIP RAP
W/GEOTEXDLE (TYP.)
TO TOP OF BANK
4— NATURAL
GROUND
CHANNEL WIDTH VARIES FROM
APPROXIMATELY 10 FT. WIDE @
RCBC OUTLET FACE TO 15 FT. WIDE
DOWNSTREAM OF RCBC OUTLET FACE
EST TON CLASS 'I' RIP RAP . 68 TONS
EST GEOTEXTILE . 111 SY
STA. 23+47.75 -Y6- LT
DETAIL BH
SPECIAL CUT DITCH
( Nol to Scale)
Natural
Ground
Geoteeae
Type of Liner•Clasx B Rip -Rap
Front
Ditch
Slope
Min. D•0.5 Ft.
Max.6•0.5 Ft.
FROM STA. 43+00 TO STA. 43+29 -SR3- LT
STA. 708+48.43 -L- RT
DETAIL CSR 4-1
INLET/OUTLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM)
NOT TO SCALE
NATURAL
GROUND 1 — i
CLASS 'II' RIP RAP
W/GEOTEXTILE (TYP.)
DEPTH +A 7'
CHANNEL WIDTH
APPROX. 28'
EST TON CLASS 'II' RIP RAP . 245 TONS
EST GEOTEXTILE . 100 SY
RIP RAP TO SLOPE
FROM CULVERT INVERT
TO BED IN 25'
CLASS 'II' RIP RAP
W/GEOTEXTILE
CLASS 'II' RIP RAP
NO GEOTEXTILE
IN BED
DDE . 100CY
STA.902+33 -L-
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
MOTT MACDONALD 18 E, LLC
LICENSE NO. FA669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M 7621 Porky Road, Suite 115
Fuquoy-Varina, NC 27526
(91W9) 552-2253
MOTT .mottmac.com
MACDONALD NC license No. F-0669
ETHERILL 1323375 61314
TIERING Fn:�sis esi eim
PERMIT DRAWING
SHEET 4 OF 80

PROJECT REFERENCE NO.
O
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PERMIT DRAWING
SHEET 5 OF 80
100'
GRAPHIC SCALE
SPECULLO
REMOVE
0'
LEE MORRISEY
ARDELLA MORRISEY
p0
100'
HEAD DITCH IMPROVEMENT
EST. 20 LF @ 0.05% SLOPE
EST. DDE 7 CY
SEE DETAIL AY
REMOVE
—_CC,aElL_LR1P_RAP
X +�T�TMC X X X
CEST. 33 SY LPA•WWI —
CAPE FEAR PROPERTY VENTURES, LLC
WOODS
T FO 7
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%NL
•
—ww• °
FLOWABLE FILL
SR 1760
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SPECIAL TOE
PROTECTION
CL. B RIP RAP
SEE DETAIL AZ
N 04^OB'I"
LOT.11
NO CLAIM
N 04107'41" E
'0E000'
NO CLAIM
EXISTING R/W
------------
* * *
* *
N 04 07'41' E
5.29'
X.4
—1 ,o 7 — Fu=T
EDAR GROVE CHURCH RD /8' BST
T XFO
X X X
TB 2GI-A
54" RCP -III 20 CI A
TRENCHLESS
INSTALLATION
54" WELDED STEEL
X
PIPE OUTLET AT CHANNEL
CL. I RIP RAP
SEE DETAIL AV
LATERAL 4' BASE DITCH
SEE DETAIL AG
SPECIAL LATERAL V DITCH
SEE DETAIL G
EMOVE
FLOWABLE FILL
TB 2GI-A
15"
TB2GI
15" RCP -IV TB 2GI TB 2GI
TB 2GI 15" RCP -IV
N 04'56'101 E
100.71'
DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
N 04156'10' E
106.00'
CULTIVATED FIELD
-EY18- PC Sta. 48+39.80
i
111
HW
Put �_
0 T FO 7
N 04.56'10' E
109.23'
CAP
STANDARD V DITCH ,N
MdCL. B RIP RAP
EST. 60 TONS
EST.130 SY GT
SEE DETAIL AQ
TV FO —8S
yy X -SFEPIT
TRENCHLESS INSTALLATION
36" WELDED STEEL
15" RCP -IV
TB 2GI + 18" RCP -IV
:L 24'BST
-L-
N 4° 03' /4.3" E
1-95 NBL 24'8ST
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CHANNEL IMPRO
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SEE DETAIL BB
WOODS
MARGARET LIJIJ EVERETTE
JAM SCHEV RETppIE
CULTIVATED FIELD
42" WELDED STEEL
TB 2GI-A
TB 2GI-A
STANDARD 4' BASE
TAIL DITCH
DDE - 15 CY
E DETAIL AT
LTl
1-5987B
SHEET NO.
7
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR 4/W ACQUISITION
MOTT MACDONALD 18 E, LLC M01T MACDONALD 16 E, LLC
LICENSE NO_ F.0669 LICENSE NO, F.0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M 7621 PurlV Rd, Suite 115
OTT I'nn• NC 27526
MA
CDONALD wV.w.mo mac, ombme5s
NO
CLAIM
WIC
NAD 8 2011
FEAR PROPERTY VENTURES
SPECIAL TOE
PROTECTION
CL. B RIP RAP
SEE DETAIL AZ
N 0410' I
84.26'
NO CLAIM
LLC O
?5 PF
FO—r
—2rPR
—TV —
FLOWABLE FILL
EXIST. 18" RE,
Ef9VE - S
18" RCP -IV
42" RCP -III
FLOWA: LE FI L
0
MOVE-32 LA
FIST 18" RCP
- TS Sta.537+01.64
CL. I RIP RAP
EST. 20 TONS
EST. 39 SY GT
r15" RCP -IV
75
-L- SC Sta.539+0/.64`
SPECIAL LATERAL
4' BASE DITCH
SEE DETAIL F
B'WWISBW
X X/C�".
SAMUEL J. HOWARD
SEE SHEET 6 OF 80 FOR ENLARGEMENT
-L-
Pls Sta 538+34.97 Pt Sta 546+0659
es = 0° 59' 535° A = 14' 00' 11.8° (RT
Ls = 200.00' 0 = 0° 59' 53.5"
LT = /33.34' L = 1.402.87'
ST = 66.67' T = 704.95'
R = 5,740.00'
TB 2GI
TB
0
0
d
Q
N

cr
PROJECT REFERENCE NO.
SHEET NO.
PERMIT DRAWING
SHEET 6 OF 80
■ ■ ■ ■ ■
■ ■ ■ ■ ■
JRR
DENOTES
IMPACTS
DENOTES
SURFACE
STANDARD 4' BASE
TAIL DITCH
DDE = 15 CY
EJ:__TAIL AT
TEMPORARY
IN SURFACE WATER
IMPACTS IN
WATER
* *
* *
* * * *
DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
ROADWAY DESIGN
ENGINEER
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INCOMPLETE PLANS
DO NOT USE FOR It ACQUISITION
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PROJECT REFERENCE NO.
1-5987B
SHEET NO.
7
RAV SHEET NO.
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ENGINEER
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ENGINEER
HYDRAULICS
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MOTT MACDONALD 15 E, LLC
LICENSE NO. F-0669
MOTT MACOONALD I & E, LLC
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INTERCHANGE -Y5- (W. BROAD ST.) WITH -I- (-95)
n No.: 1598713 COumm. ROBESON
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DOCUMENT NOT CONSIDERED FINAL
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5'
PROJECT REFERENCE NO.
SHEET NO.
1-5987B
13A
10
PERMIT DRAWING
SHEET 31 OF 80
44/
NO CLAIM
TOM KEITH
SEE SHEET NO. 13
II
112
III
//
//
//
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M J621 PNAay Rd, Suite 1152
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DO NOT USE FOR R/W ACOUL8ITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M 7621 Puray Rd, Suite 115
MOTT Fuquoy-Vomo, NC 27526
MACDONALD ww+v.monmoc.<o06021*as
S 70,19'46. E
253.77'
NO CLAIM
JOYCE HARDIN
N 70°36'42'
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-Y5- PT Sta! 61+85J4
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SHEET 33 OF 80
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RAY SHEET NO.
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ENGINEER
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ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEERING
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
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1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
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1223 Jones Franklin Rd.
Raleigh, N.C. 27606
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Bus: 919 851 8077
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1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PIANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
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0 24524261RT1 0= /746'l021RT1 0= 1446'1370T1 .0. 27474661LT, 0- 2747097MT,
0 + 5740597 \
0 = /705' 547 0 = 1705' 547 0 + 36'57 542 0 - 0 27.33O
L + 150.54 L = 6626 L = 7751' L + 6926' L - 207.43'
T • 95E0 r = JJST' T = JB.97' T + 32EI' T - 0527
R + 9600 R = 30007 R = 300.00 R + 15500 R - 50000 \
5E + 003
y R0 ++ SEE PLANS / pq ��ggpg
S(o/k &1 Yl SI1 P/S/AIYtl62/ KS 5/0 2/s99pJ yl,S ya 24+053 YIS/A[69J&99
O - 360000001CT1 0 = 3600000OIT1 0+ 1736366OT1 98 - 245,67 es - 709437 A - 37000T71RT1 \
0 9207452 0 0 = 9224452 0 + SOB'SJP Is - R500 Lt - 5000 0 - 9J2'S75'
C 329.54' L L - 36959' L + /OS56' 07 - //66B• LT - 1(008' L 345E0
T 000 T - O.LO' T + 20/09 ST - 5535' ST - 5007' T 17774
R 6200 R - 6200 R . 1132007 R 60000
002 SE- 002 5E+ O0T 5£ OM
R0- SEE PLANS
SE
-MAPS- C5 S 02/13574
P15/A/146/12 Y F'155M 16+04/I
G = 44018O/LT1 6s = 21.743T
0 = 23715T Ls = 0500
L = 37/37' LT = 116E0
T= 196J2 5T= 5834'
R = 220000'
5E - 007
0516754V0T1 0=IA,
O1 Y1RT1 0 5/53T'39/RTl NATI 82
0 = /051062 0 = 48287 0 = 752'202
L = 37334' L = 4679S L = 83460
T = 20900, ., T = 24673' _ T = 41A9r
R = 34000 5E _ 30.OB'_ _ _ _ _ T �..4Nd'�z�/
=`SSEEE PLAN EE PLAMS' RO - 'EE PLANS # -
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GRAPHIC SCALE
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INTERCHANGE -//B- SUS 3014 WITH -B-
N'RN 459117B cowry: ROBESON
JONATHAN HEFNER, PE
CHECKED n: BOB MAY, PE

PROJECT REFERENCE NO.
SHEET NO.
PERMIT DRAWING
SHEET 48 OF 80
40'
GRAP
Ings\I5987B_ RDY_PSH_ 20_blowup.dgn
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0= /246412102/Rn A= 14'4671393.T1 0- 22454621LT, 0- 23'46'09.6071
0 = 7205'542 0 = 1.90554.2 0 - 3652547 0 - 827'330
T=� L =� T - 6422 L - 20TA3'
R = 30007 R = 300.00' R - /5500 R - 50000
PI STA2J+94N 918RP8- SR5 51o23+10.74
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0 - 5940 592
L - 15059
T- 9580
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A- 360000001LT1 C.= 36000000(LT1 5 - 1236366(LT, 9s - 245166 es - T09437 A - 320a081RT•b1° [
1
0 9224.452 0 0 = 92'24'452 0 - 3'08532 Ls - n500 Ls - /5000 0 - j 25 5'
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60900
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R = 2.20900
PIS,0./3+08(0 INS/A184960/ Yl5/A25+5/f6
A = 6254'5029T1 G = 2107082 /RT1 0 = 15'37'37.9,RT1
= 1657097 0 = 147280 0 = 752'202
L -= 37334' = 487.97 L = 83480
T - +, / ..T=•24672
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GRAPHIC SCALE °® ..:1aNaT
N'ao.: 459117B
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CHECKED n: BOB NAY, PE

PROJECT REFERENCE NO.
SHEET NO.
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
PERMIT DRAWING
SHEET 50 OF 80
SITE 10
INCOMPILE
DO NOT USE FOR
TIE PLANS
hi W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
' Lt.
300' Lt.
200' Lt.
100' Lt.
100Rt.
200' Rt.
300' Rt.
400
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AN
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P OPOSED GRADE
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I-5987B
SHEET NO.
X-712
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EST. 28 SY GT
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SEE DETAIL Al
DDE1425 CY
SITE 10T
-YIBRPD- CS StaJ,
MARY ANN REGAN
TB 2GI
O
PUE
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15" RCP -IV
TB 2GI
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EST. 37 SY GT
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-SR3- PT Sto29+7/.85
15" RCP -IV TB 2GI
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15" RCP -IV
-L- SC Sta.718+6/.15
-SR3- PC Sta.3/+58.40
MARY ANN REGAN
OAKLAND RD
4' SPECIAL CUT BASE DITCH
SEE DETAIL Al
PROJECT REFERENCE NO.
SHEET NO.
I-5987B
2/
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEERING
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PIANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
PUE
PUE
PUE
PUE

0-
0-
PROJECT REFERENCE NO.
SHEET NO,
ronmental\Drawings\I59878_RDY_PSH 21 blowup.dgn
PERMIT DRAWING
SHEET 53 OF 80
S' S' SS'
.....
. . . . .
SRS SS
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DENOTES IMPACTS IN
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DENOTES TEMPORARY
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INCOMPLETE PLANS
DO NOT USE FOR T/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EST. 41 TON
EST. 59 SY GT
41%
vw
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SITE
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4
DENOTES EXCAVATION
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DENOTES MECHANIZED
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DENOTES IMPACTS IN
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DENOTES TEMPORARY
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Y ANN REGAN
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CL. B RIP RAP -
EST.15 TON
EST. 37 SY GT
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-YIBRPD- TS StaJ01-00.00
-L- POT Sto.7/6+00.00,
OFF. = 6/' RT
PUE
8
/
37
PROJECT REFERENCE NO.
SHEET NO.
1-5987B
2/
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEERINGyinpumpw
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
-SR3- PT Sto.29+7/.85
-SR3- PC Sta.3/+58.40
MARY ANN REGAN
.7/8+6/J5
PUE
PUE
4' SPECIAL CUT BASE DITCH
SEE DETAIL Al
PUE'
PUE
_

Cr
\Drawings\I5987B RDY PSH 44.dgn
100'
PERMIT DRAWING
SHEET 55 OF 80
i'
100'
GRAPHIC SCALE
E0S TING R
RE
25 pR
BEGIN CONSTRUCTION
-Y6- POT Sta. 14+50.00
DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
-Y6- PC Sta.15+43.60
E
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E
FAYE E. MCRAINEY REAVES
FAYE E. MCRAINEY REAVES
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A = 4° 58' 32.9" (LT)
D = 0° 30' 58.2"
L = 963.97'
T = 482.29'
R = 11J00.00'
SE = NC
PI Sta 26+92.85
A = P54'45.5"(RT)
D = 0° 30' 58.2"
L = 370.54'
T = 18529'
R = 11100.00'
SE = NC
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SWAMP
io
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if
PROJECT REFERENCE NO.
SHEET NO.
I-5987B
44
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACOUISITION
MOTE MACDONALD I& E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared m the
Office of:
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MACDONALD wwri.moHmac.c*Allt* gas
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w00Ds
Q10 = 114
HW'D .1.02
CLASS I RIP RAP
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EST RR - 24 TON
ST FABRIC - 40 SY
PRC Sta. 25+07.57
WOODS
LEGEND
PROPOSED PAVEMENT REMOVAL
PROPOSED PAVED SHOULDER
PROPOSED APPROACH SLAB
FOR -Y6- PROFILE SEE SHEET 95

PROJECT REFERENCE NO.
ngs\I5987B RDY PSH 44 blowup.dgn
PERMIT DRAWING
SHEET 56 OF 80
■ ■ ■ ■ ■
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ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DENOTES EXCAVATION
IN WETLAND
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DENOTES IMPACTS IN
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FAYE E. MCRAINEY REAVES
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-Y6-
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A = 4° 58' 32.9° (LT)
D = 0° 30' 58.2°
L = 963.97'
T = 48229'
R = 11,100.00'
SE = NC
PI Sto 26+92.85
A = /° 54' 45.5" (RT)
D=O30'58.2"
L = 370.54'
T = 185.29'
R = 11,100.00'
SE = NC
00D
PROJECT REFERENCE NO.
SHEET NO.
I-5987B
44
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
MOTT MACDONALD 18 E, LLC
LICENSE NO..669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared n the
Office of:
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170
160
150
140
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DOCUMENT NOT CONSIDERED FINAL
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Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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 -L1- 530+90 to 535+85 RT Bank Stabilization0.010Channel Improvements0.056 0.118 0.062 0.0012 -L1- 536+85 RT 42" Welded Steel Pipe0.011 30Base Ditch0.006 0.004 50 203 -Y4- 31+00 72" RCP0.074 0.026 0.012 0.001 65 20Riprap Pad outlet0.003 0.001 25 104 -SR5- 14+00 to 15+00 RT Fill slope0.000 0.0235 -L1- 575+20 to 589+50 RT Fill/cut slopes1.181 0.565 0.646Bents and Causeway0.001 0.047 10 1506 -L1- 592+40 LT 48" Welded Steel Pipe0.001Riprap Channel0.014 0.0037 -L1- 621+00 RT 2@54" Welded Steel Pipe0.022Riprap Pad outlet0.005Rechannelization0.1427A -L1- 622+50 LT 2@54" RCP0.008Rechannelization0.009 0.0058 -L2- 655+00 RT Rechannelization0.008 58Riprap Pad outlet0.006 0.005 25 109 -L2- 677+25 2@8'x8' RCBC0.315 0.068 0.051 73Bank Stabilization0.006 0.005 20 10Riprap in Channel0.029 0.047 86 100-L2- 673+35 RT Temporary Bore Pit0.010 0.02010 -L2- 708+50 1@6'x7' RCBC0.226 0.181 0.126 0.142 0.013 320 4011 -Y6- 23+50 1@6'x7' RCBC0.004 0.014 0.026 0.003 101 2312 -L3- 790+00 to 816+80 Fill/cut slopes2.883 0.003 0.929Bents and Causeway0.008 0.289 150 3013 -L3- 898+00 to 907+00 3@9'x8' RCBC0.753 0.014 0.409 0.052 0.029 50 20Riprap in channel0.048 50TOTALS*:5.432 0.00 0.833 2.379 0.00 0.682 0.453 1113 433 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 80 OF 808/23/2021Robeson Co.NC DEPARTMENT OF TRANSPORTATIONI-5987BSites 1, 6, 7 and 7A are Tributaries and therefore Surface water impacts are considered for area only.Site 9 Excavation in Wetland may be considered temporary impacts due to backfilling of the bore pits after installation of trenchless pipes.Impacts should only last 1 month +/- and will not require mitigation. WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYSSite 13 Riprap in channel impacts will not need mitigation.Sites 5 and 12: Permanent bent impacts calculated using 3' width by the length of the bent within the JS feature. 23 sqft and 365 sqftrespectively.
-5987,_ut_ts _UCO
09/E8/ 9
TIP PROJECT: I-5987A
See Sheet UC- 1 For Index of Sheets
See Sheet UC-2 for Conventional Symbols
1p LVMB
ER
R7,
EXIT 22)
UTILITY CONSTRUCTION PLANS
ROBESON COUNTY
LOCATION: 1-95 IMPROVEMENTS
FROM SOUTH OF US 301 (EXIT 22)
TO 1VORTH OF SR 1758 (McDUFFIE CROSSING RD.)
TYPE
UOF
WORK:
GRADING
IPA
Ll DRAINAGE, STRUCTURES,
WETLAND AND SURFACE WATER IMPACTS PERMIT
y�.
BEGIN BRIDGE
—Y2— STA. 28 + 80.29
END BRIDGE
—Y2— STA. 30 + 71.29
BEGIN TIP PROJECT I-5987A
-L- POT STA. 67 + 00.00
TIE TO TIP PROJECT 1-6064
-L- POT STA. XXX + XX.XX
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF LUMBERTON.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NAD 83 NA 2011
EXISTING WEIGH
STATION
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BEGIN C
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THIS PRELIMINARY UC PLAN SET INCLUDES ALL ROADWAY SHEETS. ONCE ALL PARTIES AGREE ON
PROPOSED WATER AND SEWER RELOCATIONS, SHEETS CONTAINING NO RELOCATION WORK
WILL BE REMOVED FOR FUTURE SUBMISSIONS.
T.I.P. NO.
SHEET Na
I-5987A
UC-1
PERMIT DRAWING
SHEET 1 OF 4
END TIP PROJECT I-5987A
-L- POT STA. 495 + 00.00
TIE TO TIP PROJECT I-5987B 0
-L- POT STA. 495 + 00.00
BEGIN BRIDGE
—Y3— STA. 28 + 71.69
BEGIN CULVERT
—L— STA. 454 + 80 +/— 4'6
END CULVERT
—L— STA. 455 + 00 +/—
END BRIDGE
—Y3— STA. 31 + 36.53
TO FAYETTEVILLE
p
1"
ELIM]{NA
Y PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
1
GRAPHIC SCALES
50 25 0
50
100
PLANS
50 25 0 50 100
`1i11
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
J
INDEX OF SHEETS
SHEET NO.: DESCRIPTION:
UC-1
UC-2
UC-3
UC-3A
UC-4 THRU UC-39
UC-X THRU UC-X
TITLE SHEET
UTILITY SYMBOLOGY
NOTES
DETAILS
UTILITY CONSTRUCTION SHEETS
PROFILE SHEETS
J
WATER AND SEWER
OWNERS ON PROJECT
(A) WATER - CITY OF LUMBERTON
AND COUNTY OF ROBESON
(B) FORCE MAIN SEWER - CITY OF
L UMBERTON
J
PREPARED IN THE OFFICE OF
STV Engineers, Inc.
100 1600 Perimeter Park Dr.
ee Suite 225
Morrisville, NC 27560
NC License Number F-0991
[phone] FAX: [phone]
ANDREW PARKER, PE CONSULTANT CONTACT #1
ABBEY NARAYAN, El
CONSULTANT CONTACT #2
CONSULTANT CONTACT #3
/
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
FAX [phone]
BO HEMPHILL
NABIL HAMDAN
RICK HANDLIN
RANDY D. ROGERS
EASTERN UTILITIES MANAGER
UTILITIES REGIONAL ENGINEER
UTILITIES ENGINEER
UTILITIES COORDINATOR
i

LO
NOTES:
1. XXX
PROJECT REFERENCE NO. SHEET NO.
I-5987A UC-06
DESIGNED BY: ABN
DRAWN BY: ABN
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APPROVED BY:
REVISED:
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENGINEERING SEC.
PHONE:[phone]
FAX:[phone]
UTILITY CONSTRUCTION
PLANS ONLY
UTILITY CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
V
5
NV5 ENGINEERS & CONSULTANTS, INC.
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
P: 704.537.7300 www.NV5.com
NC License # F-1333
STV Engineers, Inc.
100 900 West Trade St., Suite 715
ea/(4, Charlotte, NC 28202
NC License Number F-0991
PERMIT DRAWING
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NORTH CAROLINA
DEPARTMENT OF
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UTILITIES ENGINEERING SEC.
PHONE:[phone]
FAX:[phone]
UTILITY CONSTRUCTION
PLANS ONLY
UTILITY CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V
5
NV5 ENGINEERS & CONSULTANTS, INC.
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
P: 704.537.7300 www.NV5.com
NC License # F-1333
STV
STV Engineers, Inc.
100 900 West Trade St., Suite 715
e /(j. Charlotte, NC 28202
NC License Number F-0991
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PLANS

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
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in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
Site-1
Crossing -L- Line at
110+00
12" Water Line and 30"
Encasement Pipe
0.0054
Site-10
Y1A 35+00 to Y1ARPA
13+00
8" Water Line
0.1402
TOTALS*:
0.00
0.00
0.000
0.14
0.00
0.00
0.01
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb
SHEET
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
07-26-2021
ROBESON COUNTY
I-5987A
47533.1.2
4 OF

T.L.P. NO.
SHEET NO,
09/08/99
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TIP PROJECT
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I-5987B
I-5987A
1
ROBESON COUNTY
LOCATION: 1-95 IMPROVEMENTS FROM NORTH OF
SR 1758 (MCDUFFIE CROSSING RD.) TO NORTH OF
SR 1723 (PARKTON TOBEMORY RD.)
WETLAND & SURFACE WATER IMPACTS FOR UTILITIES
SITE 5
m Y5RPB-
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$7,
I-5987B
1
PERMIT DRAWING
SHEET 1 OF 5
NAD 83NSRS 2011
END TIP PROJECT I-5987B
-L- STA. 915 + 07.85
TIE TO TIP PROJECT U-25I9AA
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•
I-95
1
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1
TO FA
YETTEVILLE
INDICATES SHEETS WITH
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p
I"
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1,
Y PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
SHEET NO.:
1
2
3
4
5
INDEX OF SHEETS
DESCRIPTION:
TITLE SHEET
SITE 5
SITE 10
SITE 10
TABLE
J
UTILITY OWNERS ON PROJECT
ROBESON COUNTY REGIONAL WATER : WATER
TOWN OF ST. PAULS UTILITIES:
WATER AND SEWER
/
M
MOTT
PREPARED IN THE OFFICE OF
MPO Box 700
Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
DONNA JACKSON
JESSALYN ABRIL
DAVID WALLER
CONSULTANT CONTACT #1
CONSULTANT CONTACT #2
CONSULTANT CONTACT #3
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
FAX [phone]
RICK HANDLIN
DONNA JACKSON
RICK BOUNDS
ED REAMS
UTILITIES DIVISION ENGINEER
UTILITIES ENGINEER
UTILITIES DIVISION COORDINATOR
UTILITIES COORDINATOR

LLI
LLI
0
0
O
0
Lr
190
-SR4- POT Sta. 73 +53.40 =
PROP. U/G COMMUN. CABLES
+ 65.00-SR,
/50.00'
SPECIAL LATERAL
DITCH wil-IINGE
SEE DETAIL S
SPECIAL CUT
DITCH wil-TINGE
SEE DETAIL A
PROP. 862 L.F. OF 8" WATER
LINE (PVC, SDR21)
192
-Y4DR1- POT Sta. 1/ +69.2/
10.00-SR4-
-REMOVE 12 LF J �� <1001>
EXIST 18" RCP
FLOWABLE FILL
REMOVE -\
4/CONC
PROFTEABLES
TB 2GI
TRENCHLESS INSTALLATION
18" WELDED STEEL
2G1<1010>
�m
FS' SEE DE IEE
0.1
STANDARD 4' BASE DITCH
w/CL B RIPRAP
EST 40 • S
EST. 85 SY
N 20°D' 1.3.0" F
ri
e s u u
GREU TL-3
SE�
G—I A
SNt ,'C S o. 10+ 3.15
S 7° 22' 33.3'
LATERAL 2'
man
imin
NI
e°
1 III
iil I1■
41 , :01.1Mlw IE
* 44co
' 41
11
pjI'► I .�
TB- 261—
�1004�
`— — MTLT
FES
<1005> TB 2GI
18"
LATERAL 4'
BASE DITCH
10' WIDE BERM
TOP ELEV=158.0'
SEE DETAIL V
ECIAL CUT
DITCH wiHINGE
SEE DETAIL B
-Y4- PC Sta. 26+04.37
ABANDON EXIST. U/G CATV CABLE
_Ii
MATCHLINE - L1II1R
Y4- STA. 2 7 + 00.00 SEE SHEE
<1020�
' RCP -IV
■
�a
0�
PROP. POLEI
-Y4- POC Sta. /8 +46.98
-Y4- PRC Sto. /9 +12.78
-SR4- POT Sta. 81+89.63
-Y4 - POC Sto. 20 +39.7/
HANNEL IMPROVEMENTS
DE = 230 CY
E DETAIL BB
TRENCHLESS INSTALLATI
16" WELDED STEEL
w
ELBOWS
'REMOVE POLE
2O
193
PROJECT REFERENCE NO.
I-5987B
DESIGNED BY: JMA
DRAWN BY:
JMA
CHECKED BY: DLJ
E DTNCOMPILE°
NO"TH C•= L 1A
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENGINEERING SEC.
PHONE:[phone]
FAX:[phone]
SHEET NO.
2
FE PLANS
t/W ACQUISITION
UTILITY CONSTRUCTION
PLANS ONLY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
M PO Box 700
MOTT Fuquay—Varina, NC 27526
MACDONALD www.mottmac.comiamericas
PERMIT DRAWING
SHEET 2 OF 5
ADDITIONAL PROPOSED
HAND CLEARING
(Oo0940 AC.)
CL. I RIP RAP
EST. 26 TONS
EST. 50 SY GT
LATERAL 6' BASE DITCH
SEE DETAIL N
-o
c
0)
LATER4' BASE DITCH
W/CL.IB IP RAP
EST. 50 TONS
EST. 1 5 SY GT
SEE DETAIL AW
UC-15
NO
(194 I
V)
Z
0�
0.0
0 <
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LLJ
Q �
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V
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WOODS
NO CLAIM
NO CLAIM
x18T. 0/H POW a PROP. CATV
cs▪ n
LJ
FO
PROP. COMMUNICATIONS HANDHOLE
WOODS
F
ROP0Gt 2G
6' BASE CHANNEL CHANGE
SEE DETAIL AG
DDE.925 CY
Sta..-Y1BRP- 22+14-23+14 LT
i.6.6 inter
.0.62.110. '1.00)+ I0.3'0.861N.86
2-2.8 fps
pssss
9 4-0..0N
B.Oflfl
x. d.2%
n 0.0635
er=Cl 2.46 psf
Clpss B Ri• Ra
CL. I RIP RAP
W/GEOTEXTILE
SEE DETAIL 2-1
_ CL B RR.40 TNS
l.16 n0. + �0 5Y GT, DDE.225 CY
10 min <(/
.6 inter
.59.I(0.9'a561+10.3•o.DETAIL
IEATERAL V DITCH
6 SEE DETZ, DDE.50 CY
B.B N EST. 2 TON
.1?% EST. 7 SY GT
. .0345
ShearStre
as.0.59 psf
Liner=Gr.Grass
' LATERAL BASE DITCH
SEE DETAIL AD
S R. 2004 TO PREVENT THE NEED
V PIPE. DESIGNED SYSTEM TO
.. LEFT SIDE OF -YIB- DUE TO
IN DITCH AT -YIB- STA.18+18
G FLOW TO CROSSPIPE AT -YIB-
DRAINAGE ON BOTH SIDES OF
NTUALLY OUTLET TO CULVERT UNDER
LOWERED
FOR CLASS
OUTFALL
HEADWALL
RT BLOCK
STA. 14+17
ROAD EV
L.
Sfa..-YIB- 20+50-22+50 RT
.41 Ac.
T- 25 mm
4.5 inter
VV.0.65
.120 If,
.1.45 fps
d.1.0 N
B: 5.0 ft
• 0.3%
• 0445
ShearStress• 0.19 psf
Liner.Grass
0
cD
REMOVE
Sta..-YIB- 27+00-28+89 RT
A.1.15 Ac.
Tc=10 min
b.b inter
0.
.0.48. Iz0.9..341 + (0.3'0.811N 15
V=0.6 ci
fps
4=0.33
B.240 ft
Liner0.0345
=Gras.0.96 psf
Liner.GrOss
PROP. U
END SBG
STA +69
TOP 18
RCP -IV
DEC
\ SEE DETAIL AF
TOP 186.90
NV. 18415
PROP U/G TE
P 168.40
164.26
V DITCH
SEE DETAI
II
SITE 1'Q
ADD171ONA\6'PROPOSOgD
HAND CLEARING 6/
(0 0054 AGE. 5 E DEIALCUUTPRASE DITCH
D .1425 CY
CL. B IP RAP Py
EST. 2 TON i1
EST. 7 Y GT
6/
INV. 165.00
''X7'RCBC
:E . D HEADWALL
IU DNE FOOT
COLLAR
F<202IP
89.05' INV 6
. t a0 FLOWABLE F LL
TOOPV.
187.87
\ TB 2G
TOP 185.277
\INV. 182.52
Sta..-Y1B- 26+25-27+00 RT
A.0.46 Ac.
Tc=10 min
6.6 inter
• 0.55.1(0.9'.191+10.3'0.271)'0.46
0=1.7 cfs
V.2.46 fps
4.0.25 N
B.2 ft
s.10.0%
CABLE
51
PROP \ POLE
V DITCH
SEE DETAIL ACT,
EST CL B RIP RAPS
TONS, GEO 60
INV. 165,5
REMQVE - M
0/-''',.
TOP 188.6 TO'
NV. 1.6 MO�� COVE KI,_V.
,�i '��./�L \[� ti�ii� B 77 ®1 \\ra _V 4,•M 1 2 1
61
51
51
51
51
some • -
SEE DETAIL 2-2
51
\ \ \
''6'X 7'RCBC 5
W/BEVELED HEADWALL
BLIRIED ONE FOOT
51
5
6/
6/
Sta..-Y1BRP0. 18+45 to 23+50 R1
A=22 Ac.
Tc.10 min
-6.6 imhr
Q.06
.8.7 V.26 fps
.77.0 BN
.0"i1S531-' -WL9- -
.0.95
.0.03
Sheor5lr4es5
s.0.62 psf
linerjl'Greas
V
V DITCH N,,,
TAIL AA
5 CY
6/
61
/ 61
6 >1
/
/ 5
/
>1
5/
4" 5 j
5 ��5
TedgRAA'�8 ..
go1550N--
6/
TOE PRO CTIO
SEE DE 'IL AC
CL> • .175
REMOVE P
:EG SBG
+46
Li I
PB- 24+50-26+00 RT
.5=102min
i. 6 imhr
c 046.50.9'0.14)+(0.3'0.3850.52
1.6 cfs
V=2.43 fps
d.0.36 fl
B=0 ft
s.3.2%
.0.0345
ShearStress.0.72 psf
Liner.Grass
END SBG
15" w✓ELBOWSe STA +36
I REMOVE
CABLE � FLOWABLE FILL
CL. 8 RIP RAP
EST. 2 TON
EST. 7 SY GT
TOP 182.03
INV. 179.28
F
Sta..-In 696+50-702+50 Lt
A.4.7 Ac.
'-.15 min
55 inter
.0.47. ((1.3.0.9)+13.4'0.31V4.7
0.12.15 cfs
V.1.65 fps
4=12N
B.0 N
s.03%
0345
ShearStress.0.23 psf
Iiner.Grass
ROP U/G IFOI CO
SITE,/ 19
Sta..-L82- 703+50 to\707-5u 1
1 6p10NA1L PROPOSED
vthCLEARING
8 AC.)
PUF
PUF
sl
5
51
6/
51
il=
SIa..-SR3- 12+40 to 16+50 LT
A=30 Ac.
Tc.10
.06
0.11 9
V.21a
t B=0f
s.0 44
ShearO
Liner
PROP. 1,4
(PVC, SDR
/ \\\\\\\\\ac,, .i//.y
ERAL V DITCH \��\
TAIL M
ABANDON EXIST.
U/G CATV CABLE
REMOVE
NitZ `��`.,\ rgs TOP 197.3
INV.169
01
2' LATERAL BASE DITCH
LS•
E-P4f5 TCY, CL I RR.50 TNS
100 SY GT
BEG SBG
STA +86
� TYPE �^6 gEG SBG
\ SxcAALE�
\\
ARb� oP o fro .on
cmizom VA\_
0 /0 TEL GABLES
SPECIAL LATERAL V DITCH
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL AO
Stn..-YI BRPB- 20+50-24+50 RT
A.1.23 Ac.
1-.12 min
6.6 inter
0.
0.4. RO 9'0.211 +(0.3.1.02)0.23
V=0.8 f
7 fps
4=0.47 ftft
B.O N
s.0.5%
0.0345
Shea4 psf
Iiner.Grass.Grpss
5A.ta.1..23-YIBRPBAc.- 20+50 RT
Tc.12 min
c=0.irvhr
O.a.10.9`0 211+10.3'1.02114?3
VV..0.72 fps
d.0.62 k
B.O 8
She0a065
psi
Liner.CI+,s !Rip Rap
REMOVE POLE
INV. 189.99
FLOWABLE FI
INV. I89.94 02 ' 2G,
END SBG
STA +83
REMOVE
REMOVEvI
u/a /E0) CCU CAB
TOP 191.57
INV.188.82
LATERAL V DITCH
SEE DETAIL AA
DDE.95 CY
V DITCH
SEE DETA
SE
DDE.
P 169.2�
.185.83
END SB
-Ar 5
-S i
/ ,i �i ��� 5
.\ ,,
- =-P�-1
51
51
7 L.F. OF 8" WATER LINE
21
�P 184 8
INV. 182.12
T.P 188
1 383 L.F. OF 8" UTILITY PIPE
Stu..-SR3- 10+90 to 12+40 LT
A.1.2 Ac.
.0.6
0.1458 fps
d.1.0 N
5.0 ft SS 3:1
s.0,03
Liner0.0345
=Grss.0.19 psf
Liner. Grass
///
PROP. POLE & DOWN GUY
lk
B RIP RAF EST. 8 TON
2.5' EST. 21 SY GT
L S' LATERAL BASE DITCH
DETAIL Al
I1 �,� DDE.850 CY
INV 168.
��LOWABLE FILL
CL. 8 RIP RAP
EST. 2 TON
EST. 7 SY GT
2' LAT
SEE D
0005
to 37+50 RT
=19.4 cfs
.2.4 fps
d.1.4 N
B.2 ft SS 3:1
RA0.404SE DITCH
eatEDBc6 0° CY
Liner.Gmss
Tc=1.
6.6 Misr
V.0.•
.6. N5TERA•
=0.3 E DER'
B.0 P%Pf60
.2.02%
.0. 345
Shear tress=1.04 psf
ner.Grass
P51'
Sta .-SR3- 10 + 50
A.15Ac.
T-.13 min
5 81 rrvhr
Q.06
.53 fs
V=27
NAD g
3/2077
51 i
St isSON
to 12-38 RT
g¢iSP. POLE
DOWN GUY
.0 33'
0.03
ShearSlress=0.40 psf
Li**,
Liner.Grass
CL. B RIP RAP
EST.15 TON
ST.37 SY GT
0/H POW a PROP. GAI
51
51
5/
-e161-+.
PROP. POLE & DOWN GUYS
51
/
/
/
/
A
/
EXIST. 0/H POW a PROP. OR
PROP. COMMUNICATIONS ANTI"
RETAIN
NO CLAIM
AD. 2' BASE DITCH
SEE DETAIL AX
CL I RR-40 TNS
75 5Y GT
.DDE.120 CY
SPECIAL LATERAL V DITCH
SEE DETAIL G
TIE TO EXISTING DITCH
PROJECT REFERENCE NO.
SHEET NO.
I-5987B
3
DESIGNED BY: xxx
DRAWN BY: JMA
CHECKED BY:
APPRCIVVD
BV•
REVI EDLNUOMPLE
NO Teel -AWN A8
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENGINEERING SEC.
PHONE: [phone]
FAX: [phone]
']E PLANS
/ W ACQUISITION
UTILITY CONSTRUCTION
PLANS ONLY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared to the
Office of:
M RA PO 700
),6),RP. Fuquay-Varina, NC 27526
MACDONALD www.manmac.canr4mericas
PERMIT DRAWING
SHEET 3 OF 5
X X X
EXISTING R/W
NO CLAI/w
Cn
B- STA. 43+00.00 SEE SHEET UC-
GRAPHIC SCALE
50 25 0 50 100
■����
PLANS

CL. I RIP RAP
EST. 3 TON
EST. 7 SY GT
TB 1<2118>
<2102\
2GI
18II
<2104>
TB
FB -2-61-
F8101>
6' BASE
CHANNEL CHANGE
SEE DETAIL AG
DDE=925 CY
15" RCP -IV
SLOTTED DRAIN w/15" CSP
PROP. POLE
SPECIAL DETAIL
REMOVE POLE
CL. B RIP RAP
EST. 11 TON
\_ EST. 28 SY GT
CL. I RIP RAP
EMBANKMENT PROTECTION
EST. 41 TON
EST. 59 SY GT W�
<2110>
Iti 2GI
1115" RC 7' IV
TB 2GI
<2108>
TB 2GI-
�1O1j
TB 2-GI
CL. B RIP RAP
EST. 2 TON
EST. 7 SY GT
LATERAL 4' DITCH
SEE DETAIL N
DDE=1175 CY
CL. B RIP RAP
EST. 2 TON
EST. 7 SY GT
PROJECT REFERENCE NO.
I-5987B
DESIGNED BY: JMA
DRAWN BY: JMA
CHECKED BY: DLJ
REVIS
E [NCOMPLE°
NO'! TH� �.� I A
DEPARTMENT OF
TRANSPORTAT ION
UTILITIES ENGINEERING SEC.
PHONE: (919)7O7-6690
FAX: (919)25O-4151
SHEET NO.
FE PLANS
t/W ACQUISITIION
UTILITY CONSTRUCTION
PLANS ONLY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of:
i������� �SEEDETAIL AK CHORD
�������� ������``________ DDE = 550 SY
-.� _. ��1®-® \����A ISBVV
EXISTING a_=_
-`�������%%%%�%%%iiiiiiiiiii
_1 n 1,5_" _RCP -IV n n o CUARen ABLE
—_IL— n
15" RCP -IV TB 2GI
P 'E -SR3-
CL. B RIRAP
EST.5 Ts
EST. 14 SY GT
4' SPECIAL CUT BASE DITCH
SEE DETAIL Al
DDE=1425 CY
SITE 10
SLOTTED DRAIN w/15" CSP
SEE SPECIAL DETAIL
9P me -IF-
CL. B RIP RAP
EST. 15 TON
EST. 37 SY GT
PROP. POLE
& DOWN GUYS
PROP. 237 L.F. OF 8" WATER LINE
(PVC, SDR 21)
REMOVE POLE
/H POW &
,_ _' \
_�PsL
REMOVE
-SR3-
12 00
80.00
SLOTTED DRAIN w/15" CSP
SEE SPECIAL DETAIL
WABLE FILL
REMOVE
FLOWABLE FILL
60"WW ISBW
ROP 0/H POW & CATV LINES
<2114>
25" RCP --IV B 2GI
PROP. POLE & DOWN GUYS
<2115> TB 2GI
PROP 0/H POW & CA
-SR3-
+ 65.00
83.00
n n n
1 99
15" RCP -IV
60'1 W ISBW
PROP 0/H PATV LINES
REMOVE POLE
PROP. POLE
<2116> TB 2GI
REMOVE POLE
4' SPECIAL CUT BASE DITCH PROP . POLE
SEE DETAIL AJ
PROP. POLE
-SR3-
+ 49.00
95.00
110.00
M PO Box 700
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.com/americas
PERMIT DRAWING
SHEET 4 OF 5

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS
SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
Site-5
Y4 22+50 and 23+50
Duke pole and aerial lines
0.0940
Site-10
SR3 18+00 to 21+00
and 23+00 to 24+50
Duke pole and aerial lines
0.1658
TOTALS*
0.00
0.00
0.000
0.00
0.26
0.00
0.00
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
07-26-2021
ROBESON COUNTY
I-5987B
47533.1.3
SHEET 5 OF 5

Attachment E: I-5987 DMS Mitigation Acceptance Letter

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary

NORTH CAROLINA
Environmental Quality

October 6, 2021

Mr. Gregory W. Price, PWS
Division 6 Environmental Supervisor
North Carolina Department of Transportation
421 Transportation Drive
Fayetteville, North Carolina 28302

Dear Mr. Price:

Subject: Mitigation Acceptance Letter:

I-5987, I-95 Widening form US 301 (Exit 22) in Robeson County to South of Proposed I-295
Interchange, Robeson County

The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on
October 6, 2021, the impacts are located in CU 03040203 of the Lumber River basin in the Southern Inner Coastal Plain
(SICP) Eco-Region, and are as follows:

Stream and
Wetlands
River
Basin
CU
Location
Eco-
Region
Stream Wetlands
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh
Impacts Lumber 03040203 SICP 0 0 1,663.000 13.850 0.290 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.

This mitigation acceptance letter replaces the mitigation acceptance letter issued on May 20, 2020. DMS
will commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section
F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010 for unanticipated NCDOT impacts. 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 DMS.

If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.

Sincerely,

James B. Stanfill
DMS Asset Management Supervisor

cc: Ms. Liz Hair, USACE – Wilmington Regulatory Field Office
Mr. Monte Matthews – Raleigh Regulatory Field Office
Ms. Hannah Sprinkle, NCDWR
Ms. Amy Chapman, NCDWR
Ms. Linda Fitzpatrick, NCDOT – EAU
File: I-5987 Revised

Attachment F: I-5987 Non -Merger 30% Hydraulic Design Review Meeting Minutes

N
V
5
1-5987 Non -Merger 30% Hydraulic
Review Meeting Minutes
Project title I-5987A: 1-95 Improvements from South of US 301 (Exit 22) to North of
SR 1758 (McDuffie Crossing Rd.) in Robeson County
Subject Non -Merger 30% Hydraulic Review Meeting
Location Microsoft Teams
Date and time of 4/6/2021, 10:00am — 1:00pm EST
meeting
Attendees
Craig Freeman
NCDOT Div 6
David Bocker
NV5
Matt Harvey
Wetherill Engineering
Steve Kendall
NCDOT Div 6
Steve Drum
NV5
Jerry Lindsey
Wetherill Engineering
Greg Price
NCDOT Div 6
Nick Mountcastle
NV5
Harminder Singh Wetherill Engineering
Scott Pridgen
NCDOT Div 6
Heather Wallace
NV5
Scott Boyles
Gannett Fleming
James Rerko
NCDOT Div 6
Will Weathersbee NV5
Jerry Page
Gannett Fleming
Paul Atkinson
Hydraulics Unit
Brian Yamamoto
NV5
Josh Dalton
Sungate Design
Ray Lovinggood
Hydraulics Unit
Bill Jernigan
MI Engineering
Will Hines
Sungate Design
Matthew York
Hydraulics Unit
Linda Johns
MI Engineering
Brian Elam
Sungate Design
Chris Rivenbark
NCDOT ECAP
Morgan Morefield
Mott MacDonald
Liz Hair
USACE
Eleni Riggs
Mott MacDonald
Joanne Steenhuis
NCDENR
Herb Turner Jr.
Mott MacDonald
The following is a summary of the project discussions:
Introductions were made by Herb Turner (Mott MacDonald) and all in attendance. Herb proceeded to give an
overview of the project (I-5987A & B) noting that the project is located completely within the Lumber River
Basin, consists of 27 Jurisdictional wetlands, 23 Jurisdictional streams, and 16 tributaries of US waters. David
Bocker (NV5) proceeded to review Section Al of I-5987A noting that all waters within the project are classified
as Class 'C' and/or Class 'SW'. The I-5987A project is within the Lumber River but more specifically falls
within the Fivemile Branch and Tenmile Swamp watersheds.
Sheet 4
• Site (NRTR Stream TZ): -L- 63+85 LT — Proposed 48"/30"/48" RCP systems outlet to roadside ditch.
Some channel improvements may be needed and riprap at embankment may be needed at the
headwaters of the JS channel/outfall. It was clarified at the roadside ditch is not a JS feature.
Sheet 6
• Site: -Y1 RPB- 20+00 LT — Proposed 48" RCP with standard riprap apron is proposed however, we
per Verified PJD signed 12/10/19, this is NOT a JS feature. Coordination will be needed with
Locations/Survey Unit to revise FS file accordingly.

I-5987A: Robeson Co. Page 2 of 5
Non -Merger 30% Hydraulic Review Meeting Minutes
• Site (NRTR Stream SM): -L- 110+70 LT / 122+15 RT — Existing 54" RCP to be upsized to 8'x7' RCBC
buried 1 foot, some inlet and outlet channel improvements are anticipated to tie invert to the existing
stream bed. Riprap at embankment is also anticipated where roadside ditches tie to the stream to
ensure bank stabilization is provided at both the culvert inlet and outlet.
Sheet 14
• Site (NRTR Stream TX): -L- 224+65 RT — Existing 30" RCP to be upsized to 42" RCP buried 20% with
standard riprap apron. Paul Atkinson asked the team whether the pipe will need to be buried. Joanne
Steenhuis confirmed that since Stream TX is a tributary, the pipe does not need to be buried.
Sheet 14/15
• Site (NRTR Stream TU & TT): -L- 242+00 RT / 243+70 LT — Existing 2 @ 48" RCPs to be upsized to
9'x7' RCBC buried 1 foot, some inlet and outlet channel improvements are anticipated to tie invert of
the existing stream bed. There is also a small system outlet with standard riprap apron that drains to
the JS. It was also noted that the culvert will be shorter due to the proposed culvert height. The
wetland boundary will also be removed from within the JS feature; this will be applied to the entire
project prior to permit drawing preparation. David also noted as a reminder to the team that all
crosspipes are being replaced as part of the project. And at this time, all pipes are shown to be
replaced in their present location via phase construction.
Sheet 15
• Site (NRTR Wetland WAB): -L- 220+55 RT — Existing 18" RCP system outlet to be upsized to 30" RCP
with standard riprap apron. Roadway fill slopes in this area have been minimized to avoid wetland
impacts. Non -erosive velocities will be provided into the wetlands.
Sheet 16
• Site (NRTR Stream TAA): -L- 265+00 LT & RT — No existing pipe connection found under 1-95, both
JS features flow away from 1-95. The headwaters of JS are fed by interstate ditches. Riprap at
embankment is proposed at ditch outlets to stabilize banks of JS.
Sheet 17
• Site (NRTR Stream TS): -L- 275+80 RT — 30" RCP with standard riprap apron is proposed at SR2
crossing due to reconfiguration of interchange. 3:1 roadway fill slopes have been used to minimize
impacts to the stream. Since JS feature is a tributary, the pipe does not need to be buried.
• Site (NRTR Stream TBB): -L- 281+90 RT — Existing 36" RCP system outlet to be upsized to 60" RCP
system outlet with standard riprap apron. Since JS feature is a tributary, the pipe does not need to be
buried. Riprap at embankment is also proposed for ditches that outlet to the JS feature at this
location.
• Site (NRTR Stream TBB & Wetland WM): -L- 285+50 LT — Roadway fill/roundabout impact to wetlands
& 36" RCP with standard riprap apron is proposed at -Y1A crossing due to reconfiguration of
interchange. Since JS feature is a tributary, the pipe does not need to be buried. Jim Rerko asked
how Stream TBB would be handled downstream of the proposed 30" pipe crossing at -Y1A-. David
explained that the JS would be ditched over to the proposed 48" pipe crossing under-Y1ARPB- which
also picks up another channel from the southwest.

I-5987A: Robeson Co. Page 3 of 5
Non -Merger 30% Hydraulic Review Meeting Minutes
Sheet 18
• Site (NRTR — Tenmile Swamp): -L- 310+50 LT/RT - Existing 3 — 11'x10' RCBC to be upsized to 3 —
12'x12' RCBC buried 1 foot, some inlet and outlet channel improvements are anticipated to tie invert to
the existing stream bed. 3:1 roadway fill slopes have been utilized to minimize impacts to the stream
and wetlands. Riprap is shown to fill the existing culvert inlet/outlet areas. Jim Rerko noted that there
were huge voids under the culvert, and the Division had lots of problems during the hurricanes. Sheet
piles were driven, and pumping was completed to address the voids. Jim & Craig Freeman
recommended that the toe walls be enlarged to 3.5' or 4.5' instead of the standard 2.5'. Coordination
with Geotech and Structures will be completed accordingly.
• Site (NRTR Wetland WK): -L- 314+80 RT — Existing 18" RCP system outlet is being replaced and
extended to the slope stakes with standard riprap apron. 3:1 roadway fill slopes have been utilized to
minimize impacts to the wetlands. Ditches have been designed to daylight prior to the wetland to
provide diffused flow with non -erosive velocities. Paul noted that this ditch was under review by
Hydraulics, so some revisions will be anticipated in this area. Toe protection may be added in this
area as well as design is finalized.
Sheet 19
• Site (NRTR Wetland WK): -L- 315+00 LT & RT — 3:1 roadway fill slopes have been utilized to minimize
impacts to the wetlands. Existing 18" RCP system outlet to be replaced and standard riprap apron is
proposed at the toe of slope. Toe protection may be added in this area as well as design is finalized.
Sheet 20
• Site (NRTR Stream TR): -L- 332+05 LT — Existing 18" RCP system outlet to be upsized to 30" RCP
with standard riprap apron. Since JS feature is a tributary, the pipe does not need to be buried.
• Site (NRTR Wetland WJ): -L- 339+15 LT — Existing 2 @ 24" RCP system outlet to be upsized to 36"
RCP with standard riprap apron. Toe protection may be added in this area as well as design is
finalized.
Sheet 33
• Site (NRTR Stream SO): -Y2- 17+25 — Existing 36"/42" RCP to be upsized with 2 @ 48" RCP buried 1
foot with standard riprap apron. Riprap at embankment is proposed at ditch outlets upstream to
stabilize banks of JS. Matthew York stated that since the 2 @ 48" RCPs are wider than the existing
channel (4'-5') that channel improvements will be needed showing a floodplain bench with sill or pipes
at different invert elevations. Jim Rerko expressed concern with pipes being set at different elevations
since they have seen erosion on similar locations due to the sandy soil. David asked if a bench could
be created with Class B or I riprap; Jim agreed that Class B would work, and Matthew suggested that
Class I was more typical. Additionally, Matthew asked if there was concern about any erosion in the
channel and noted that any riprap placed in the stream bed would need to be embedded. David
agreed that riprap would be embedded, and the details would be modified accordingly.
Bill Jernigan (MI Engineering) proceeded to review Section A2 of I-5987A
Sheet 21
• Site (NRTR Wetland WJ): -L- 342+15 RT — Pocket wetland is a total take due to increase roadway
footprint and false cut ditch with berm.
• Site (NRTR Wetland WJ): -L- 343+09 LT — Existing 24" RCP to be upsized to 48" RCP with standard
riprap apron. Roadway fill slopes will result in impacts to the wetlands (entire LT side of Plan Sheet).

I-5987A: Robeson Co. Page 4 of 5
Non -Merger 30% Hydraulic Review Meeting Minutes
• Site (NRTR Wetland WJ): -L- 347+68 LT — Existing 36" RCP to be upsized to 42" RCP with standard
riprap apron. Paul Atkinson asked that the extra construction lines at the end of the riprap pad (red
lines) in the wetlands be removed.
• Site (NRTR Wetland WJ): -L- 352+89 - 3:1 roadway fill slopes have been used to minimize impacts to
the wetlands
Sheet 22
• Site (NRTR Stream SP — Upstream & Wetland WJ — Downstream): -L- 354+06 — Existing 2 @ 48"
RCP to be upsized to 2 @ 7'x7' RCBC buried 1 foot with 1 foot sill on southern barrel and 2 foot sill
and floodplain bench on northern barrel. Bill point out that there is ongoing coordination to determine if
downstream should be JS as well. Jim stated that the team should assume that Stream SP continues
downstream.
• Site (NRTR Wetland WI): -L- 365+16 RT — Proposed base ditch outlets into wetland. A standard
riprap apron will be added to the ditch outlet.
• Site (NRTR — Cowpen Branch & Wetland WI): -L- 366+29 — Existing 2 @ 7'x7' RCBC to be upsized to
2 @ 8'x9' RCBC buried 1 foot with sills on both barrels. Slight channel improvements will be needed
at the inlet and outlet.
Sheet 23
• Site (NRTR Wetland WI): -L- 367+54 LT & 368+42 RT — Proposed base ditches outlet into the
wetland. A standard riprap apron will be added to the ditch outlets.
Sheet 25
• Site (NRTR Wetland WH): -L- 400+00 LT — Proposed base ditch through the wetland maintains a
similar elevation as the existing ditch. Pocket wetland is not a total take.
Sheet 29
• Site (NRTR Stream TP): -L- 454+44 LT
• Site (NRTR — Cowpen Branch & Wetland WG): -L- 454+90 — Existing 54" RCP to be upsized to 2 @
8'x7' RCBC buried 1 foot with 1 foot sill on northern barrel and 2' sill and floodplain bench on southern
barrel.
Sheet 30
• Site (NRTR — Cowpen Branch): -Y3- 24+79 — Existing 72" RCP/CMP to be upsized with 2 @ 8'x7'
RCBC buried 1 foot with 1 foot sill on southern barrel and 2' sill and floodplain bench on northern
barrel. 3:1 roadway fill slopes have been utilized to minimize impacts to the stream. Portions of the
southern roadway embankment will be removed; therefore, the outlet portion of the culvert will be
shortened. Slight channel improvements will be needed at the inlet and outlet.
Sheets 5, 7, 8, 9, 10, 11, 12, 13, 24, 26, 27, 28, 31, 32, 34, 35, 36, 37, 38, and 39
• No jurisdictional streams or wetland, therefore no impacts.
Herb Turner asked if there were any other questions or comments; no attendees had any additional
comments. After a short break, Herb reviewed the I-5987B project which are captured in separate meeting

I-5987A: Robeson Co. Page 5 of 5
Non -Merger 30% Hydraulic Review Meeting Minutes
minutes. Some discussion occurred after the I-5987B review prior to adjourning that applied to both projects,
see below:
• Agency representatives liked the labeling of JS features which matched NRTR nomenclature and
requested that Streams and Wetland be annotated on the PDF permit drawings as was done by Herb
during both the I-5987A & I-5987B reviews.
• Ray Lovinggood asked if a stream on both sides of 1-95 should be identified as one or two sites for
impact purposes. The agencies did not have a preference as long as they know that there are two
impacts to one stream.
• Herb requested that the next coordination meeting date be changed from May 18th to June 15th which
was later approved by Craig Freeman. This allows more time to capture potential impacts as final
design is completed with various discipline and to minimize future revisions to the permit drawings.
This change to the coordination meeting date does not impact the overall schedule of the permit
application submittal.
Attachment:
Table of Non -merger 30% HYD Sites

WETLAND AND SURACE WATER SUMM
SHT
Station
(From/To)
Structure
Size / Type
Comments
No.
4
L
-L- 63+85
System Outlet
6
L
-L- 110+70/112+15
8'x7' RCBC
14
L
-L- 224+65
System Outlet
14-15
L
-L- 242+00/243+70
9'x7' RCBC
15
L
-L- 250+55
System Outlet
16
L
-L- 265+00 LT
LT
System Outlet
16
L
-L- 265+00 RT
RT
System Outlet
17
L
-L- 275+80
Roadway Fill
17
L
-L- 281+90
System Outlet
17
L
-L- 285+50
Roadway Fill
18
L
-L- 310+50
3 @ 10'x12' RCBC
18
L
-L- 314+00
Roadway Fill
20
L
-L- 332+05
System Outlet
20
L
-L- 339+15
System Outlet
21
L
342+15
RT
False cut ditch
21
L
343+09
LT
1@48" RCP
21
L
347+68
LT
1 @42" RCP
21/22
L
352+89
LT
Rdy fill slope
22
L
354+06
Rt & Lt
2@7'X7' RCBC
22
L
365+16
RT
prop 6' base ditch
22/23
L
366+29
Rt & Lt
2@8'X9' RCBC
23
L
367+54
LT
prop 6' base ditch
23
L
368+42
RT
prop 6' base ditch
25
L
400+00
LT
prop 6' base ditch
29
L
454+44
LT
prop 6' base ditch
29
L
454+90
Rt & Lt
2@8'X7' RCBC
30
Y3
24+79
Rt & Lt
2@8'X7' RCBC
33
Y2
-Y2- 17+25
Pipe Crossing & Roadway Fill

M
MOTT
MACDONALD
M
1-5987 Non -Merger 30% Hydraulic
Review Meeting Minutes
Project title I-5987B: 1-95 Improvements from North of SR 1758 (McDuffie Crossing
Rd.) to North of SR 1723 (Parkton Tobermory Rd.) in Robeson County
Subject Non -Merger 30% Hydraulic Review Meeting
Location Microsoft Teams
Date and time of 4/6/2021, 10:00am — 1:00pm EST
meeting
Attendees
Craig Freeman
NCDOT Div 6
David Bocker
NV5
Matt Harvey
Wetherill Engineering
Steve Kendall
NCDOT Div 6
Steve Drum
NV5
Jerry Lindsey
Wetherill Engineering
Greg Price
NCDOT Div 6
Nick Mountcastle
NV5
Harminder Singh
Wetherill Engineering
Scott Pridgen
NCDOT Div 6
Heather Wallace
NV5
Scott Boyles
Gannett Fleming
James Rerko
NCDOT Div 6
Will Weathersbee NV5
Jerry Page
Gannett Fleming
Paul Atkinson
Hydraulics Unit
Brian Yamamoto
NV5
Josh Dalton
Sungate Design
Ray Lovinggood
Hydraulics Unit
Bill Jernigan
MI Engineering
Will Hines
Sungate Design
Matthew York
Hydraulics Unit
Linda Johns
MI Engineering
Brian Elam
Sungate Design
Chris Rivenbark
NCDOT ECAP
Morgan Morefield
Mott MacDonald
Liz Hair
USACE
Eleni Riggs
Mott MacDonald
Joanne Steenhuis
NCDENR
Herb Turner Jr.
Mott MacDonald
The following is a summary of the project discussions:
Introductions were made by Herb Turner (Mott MacDonald) and all in attendance. Herb proceeded to give an
overview of the project (I-5987A & B) noting that the project is located completely within the Lumber River
Basin, consists of 27 Jurisdictional wetlands, 23 Jurisdictional streams, and 16 tributaries of US waters. All
waters within the project are classified as Class 'C' and/or Class 'SW'.
• For I-5987A, David Bocker (NV5) and Bill Jernigan (MI Engineering) proceeded to review Section Al
and A2, respectively. Refer to meeting minutes for I-5987A (under separate cover).
• From prior meeting discussion, Joanne Steenhuis confirmed that pipe inverts do NOT need to be
buried for sites designated as a Tributary Water of the U.S.
For I-5987B, the meeting resumed at 11:15am. Herb introduced the hydraulic Design Team for I-5987B and
proceeded with sheet -by -sheet review:

I-5987B: Robeson Co. Page 2 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
Sheet 4: No JS features
Sheet 5:
• -L- 514+00 RT: Non-JS with tail ditch cleanout
Sheet 6: No JS features
Sheet 7:
• -L- 530+35 RT
o Map ID: TM is designated as Tributary Water of the U.S on downstream end of crossing.
o Existing: 36" pipe to be upsized to 2 @ 60" RCP system outlet with riprap bank stabilization
o Since JS feature is a tributary, the pipe does not need to be buried
o Upstream channel is lower than the downstream channel; therefore, channel improvements
are recommended down to almost confluence.
o Concerns/Notes:
i. None
• -L- 536+85 RT
o Map ID: SR on downstream end of crossing
o Existing: 18" pipe to be upsized to 42" RCP system outlet with riprap apron
o Downstream is mostly backwater
o Recommending cleanout down to confluence with Tributary TM which appears to be the main
channel.
o Concerns/Notes:
i. None - Looks good
Sheet 8: No JS features
Sheet 9: No JS features
Sheet 10:
• -Y4- 18+50 LT
o Outfall channel is incorrectly labeled as JS in the FS file.
o Jim Rerko requested team update FS file.
• -L- 575+10 — 586+00 LT
o Map ID: WF - Wetlands system to Big Marsh Swamp. Proposed ditch in wetlands replaces an
existing channel (left side) and mimics existing drainage conditions.
• -L- 575+75 — 585+50 RT
o Map ID: WF - Wetlands system to Big Marsh Swamp. Right side ditch ties to wetlands.
Discharge into wetlands with non -erosive velocities.
Sheet 11:
• -L- 586+14 LT & RT
o Map ID: Big Marsh Swamp
o Bridge replacement
o Replace existing dual, 3-span, bridges with single, 3-span, bridge.
o Wetlands on both sides of corridor around Big Marsh
o Steepened fill slopes to 3:1 with guardrail to minimize impacts to adjacent wetlands (Map ID:
WF)

I-5987B: Robeson Co. Page 3 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
o Boundaries are being updated so wetlands don't have outside boundary edge
o Concerns/Notes:
i. Jim Rerko inquired how much did the proposed bridge rise over the existing. The
proposed bridge grade is approximately 4' above existing bridge grade.
ii. For avoidance and minimization during final design, the proposed bridge grade is a
few feet lower than preliminarily design as a result of detailed hydraulic modeling and
hydraulic bridge recommendations.
• -L- 587+30 — 589+50 LT
o Map ID: WF - Wetland system to Big Marsh Swamp.
o Steepened fill slopes to 3:1 with guardrail to minimize impacts.
• -L- 586+90 — 588+15 RT
o Map ID: WF - Wetland system to Big Marsh Swamp.
o Steepened fill slopes to 3:1 with guardrail to minimize impacts.
Sheet 12:
• -L- 592+35 LT
o Map Ds: WF and TJ at outlet of existing crosspipe
o Existing: 30" pipe to be upsized to 48" RCP
o Since Map ID: TJ is a tributary, the pipe does not need to be buried
o Standard riprap pad at outlet will be added.
Sheet 13:
• -YSRPA- 20+50 RT (-L- 621+75 LT)
o Map ID: TH, only upstream
o Existing 42" to be upsized to 2 @ 72" pipes, buried.
o Since Map ID: TH is a tributary, the pipe does not need to be buried
o Since trenchless installation, proposed crosspipe outlet will be realigned with the existing
outfall channel.
o To improve channel flow away from project, tail ditch cleanout, up to 1000' is recommended.
i. Limits of cleanout need to be confirmed based on additional field surveys.
o Concerns/Notes:
i. Town of St. Pauls has reported flooding issues downstream (east) of project.
Coordination between the Town and Division is ongoing.
ii. Craig Freemans asked to pull it up on Google Earth for Liz Hair and Joanne Steenhuis
to review. During jurisdictional delineations, direction of flow was not clear at site due
to standing water and was incorrect shown as east -to -west which is why only the west
side is designed as tributary (Map ID: TH). Jim thinks east side channel will probably
be tributary but recommends it be verified for impact summary — Liz agreed.
iii. Should TH designation continue downstream of project outfall?
1. Per Jim Rerko on Apr 7, 2021, site was reviewed following meeting. The
outfall channel should also be designated as Tributary (Map ID: TH) which is
JS-NonMit.
Sheet 14: No JS features
Sheet 15: No JS features
Sheet 16:

I-5987B: Robeson Co. Page 4 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
• -L- 655+50 RT
o Map ID: SQ on downstream (RT) side, only
o Existing 42" to be upsized to 66" RCP, buried 1'
o Provide riprap pad at outlet for stabilization of channel
o Concerns/Notes:
i. Fix flow arrow on upstream (LT) side; pointing wrong way
Sheet 17 —18:
• -L- 673+00 — 681+00 LT, CL, RT
o Map ID: WE — Wetland system to Mercer Branch
o Roadway fill in wetlands
o Wetland boundaries need to be cleaned up in vicinity of Mercer Branch
Sheet 18:
• -L- 677+16
o Map ID: Mercer Branch
o Replace existing 2 @ 7' x 6' RCBC with proposed 2 © 8' x 8' RCBC, buried 1'
o A deeper toe wall at inlet is recommended due to existing scour hole.
o Upstream channel improvements are recommended to fill scour hole at inlet,
o Minor downstream channel improvements are also recommended.
o Concerns/Notes:
i. Jim pointed out that existing culverts sit full of water, normally.
Sheet 19: No JS features
Sheet 20:
• -L- 708+50 RT
o Map ID: TF — No impacts
• -L- 710+50 LT
o Map ID: PM (Pond) — No impacts
Sheet 20-21:
• -L- 705+50 — 711+25 RT
o Map ID: WL — Wetland system to Brisson Branch
o Proposed roadway fill and lateral ditch
• -L- 708+48 LT, CL, RT
o Map ID: Brisson Branch (sheet oriented a little differently):
o Replace existing 36" with proposed 6' x 7' RCBC, buried 1'
o Channel improvements on the outlet end
o Upstream end, channel being relocated outside of roadway fill slope. Lateral ditch through
wetlands that ties into Brisson Branch outfall.
o Concerns/Notes:
i. Near -L- 711+00 LT, Ray asked if we need to add a little more curvature to transition
between Brisson Branch and new channel relocation.
ii. Near -L- 711+00 RT, lateral ditch through wetlands starts on Sheet 21 and continues
to Sheet 20. Based on depths, ditch through wetlands was required.

I-5987B: Robeson Co. Page 5 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
Sheet 22-24: No JS features
Sheet 25:
• -L- 756+00 RT
o Map ID: PA (Pond)
o No impacts (also shown on Sheet 45)
Sheet 26-27: No JS features
Sheet 28-29:
• -L- 796+00 — 802+50 LT
o Map ID: WD — Wetland system to Little Marsh Swamp
o Pick up drainage systems that tie to Little Marsh Swamp.
o Roadway slopes steepened to 3:1 with guardrail. Toe protection along wetlands.
o Concerns/Notes:
i. How far up does toe protection go?
1. Herb answered with 4' in each direction.
2. WEI stated that they updated so that it was just on the fill slope.
3. Paul recommended providing protection for flat area, too.
ii. Direction: Show toe protection extending 4' out on each side of SS
• -L- 709+22 — 802+40 RT
o Map ID: WD — Wetland system to Little Marsh Swamp
o Roadway slopes steepened to 3:1 with guardrail. Toe protection along wetlands.
Sheet 29:
• -L- 803+15
o Map ID: Little Marsh Swamp
o Bridge replacement
o Replace existing dual, 4-span, bridges with single, 3-span, bridge.
o Grade raised significantly over existing grade (7.5-8' of grade change)
o Wetlands on both sides of corridor around Little Marsh Swamp
o Steepened fill slopes to 3:1 with guardrail to minimize impacts to adjacent wetlands (Map ID:
WD)
o Concerns/Notes:
i. Fish and wildlife refuge?
1. We are staying within existing ROW and do not require more easement to
stay off their property
2. Herb noted that the alignment was shifted so that there would be no impacts.
Sheet 29-30:
• -L- 803+75 — 817+00 LT
o Map ID: WD — Wetland system to Little Marsh Swamp
o Wetlands continue and so does toe protection.
o Ray asked if we were getting rid of the "closed" wetland boundary lines. Herb replied that there
is ongoing coordination to get those lines removed.
• -L- 803+50 — 815+35 RT
o Map ID: WD — Wetland system to Little Marsh Swamp

I-5987B: Robeson Co. Page 6 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
o Wetlands continue and so does toe protection
Sheet 31-36: No JS features
Sheet 37:
Buckhorn Swamp crossing and wetlands:
• -L- 898+20 — 902+20 LT
o Map ID: WC — Wetland system to Buckhorn Swamp
o Proposed roadway fill and toe protection in wetlands.
• -L- 897+75 — 902+10 RT
o Map ID: WC — Wetland system to Buckhorn Swamp
o Proposed roadway fill and toe protection in wetlands.
• -L- 902+33 RT & LT
o Map ID: Buckhorn Swamp
o Replace existing: 3 @ 9' x 7' with proposed 3 @ 9' x 8' RCBC, not buried due to perched
nature of existing culvert.
o We currently do not show it buried due to the perched nature of the existing culvert. Jerry
Lindsey pointed out that it is not buried based on elevations at exact location but based on
elevations at up and downstream channel, it is lower. Assumed that the natural channel will silt
in on its own. Paul wants to verify that this design is ok. Jim is good with 4' toe wall design and
no sills due to flat culvert slope.
o Toe protection along wetlands with 3:1 side slopes with guardrail.
Sheet 37-38:
• -L- 902+50 — 907+20 LT
o Map ID: WC — Wetland system to Buckhorn Swamp
o Toe protection to stabilize slopes
• -L- 902+50 — 906+90 RT
o Map ID: WC — Wetland system to Buckhorn Swamp
o Wetlands continue with toe protection. End of mainline 1-95 improvements.
Sheet 39:
• No JS features impacted.
• Note - Large pond is outside of study area and it flows away from our improvements.
Sheet 40:
• -Y4- 31 +00 LT & RT
o Map ID: SN and Wetlands WV & WZ
o Existing 18" to be upsized to 75" RCP, buried 1'
o Concerns/Notes:
i. Confirmed 72" buried
ii. Herb noted that design is currently being evaluated to remove lateral ditch and add
toe protection to minimize impacts on wetlands (Map ID: WV)
• -SRS- 10+80 LT
o Map ID: WZ
o Existing 18" to be upsized to 24" RCP, no bury
o Concerns/Notes:

I-5987B: Robeson Co. Page 7 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
i. Minor fill slope impacts, only
Sheet 41: No JS features
Sheet 42:
• Pond but no impacts
Sheet 43: No JS features
Sheet 44:
• -Y6- 23+48 LT & RT
o Map ID: SK (UT to Little Marsh Swamp) and WN
o UT to Little Marsh Swamp — JS (Map ID: SK) with wetlands (Map ID: WN) on both up and
downstream sides
o Replace existing 1 @ 60" with proposed 1 @ 6' x 7' RCBC, buried 1'
o Provide riprap channel improvements at the outlet to get positive flow away from our project
o Concerns/Notes:
i. None - Design looks good
Sheet 45:
• -Y6- 35+00 — 37+00 RT
o Map ID: PA (Pond) - No impacts
Sheet 46-47: No JS features
Additional I-5987B Discussion Topics
• Herb Turner asked if there were any other questions or comments; no attendees had any additional
comments.
• Jim noted good designs overall and that project concept seemed straightforward.
Additional Overall Discussion Topics
Some discussion occurred after the I-5987B review prior to adjourning that applied to both projects, see below:
• Agency representatives liked the labeling of JS features which matched NRTR nomenclature and
requested that Streams and Wetland be annotated on the PDF permit drawings as was done by Herb
during both the I-5987A & I-5987B reviews.
• Ray Lovinggood asked if a stream on both sides of 1-95 should be identified as one or two sites for
impact purposes. The agencies did not have a preference as long as they know that there are two
impacts to one stream.
• Herb requested that the next coordination meeting date be changed from May 18th to June 15th which
was later approved by Craig Freeman. This allows more time to capture potential impacts as final
design is completed with various discipline and to minimize future revisions to the permit drawings.
This change to the coordination meeting date does not impact the overall schedule of the permit
application submittal.
Action Items
• I-5987B:

I-5987B: Robeson Co. Page 8 of 8
Non -Merger 30% Hydraulic Review Meeting Minutes
o PSH 13-Y5RPA- 20+50 (-L- 621+75)
■ Recommending tail ditch cleanout, close to 1000'
• Limits of cleanout need to be confirmed based on additional field surveys
o PSH 28/29 Little Marsh Swamp
■ Make sure toe protection extends 4' out on each side of SS
• Both sections: Clean up wetland boundaries to remove show overlap with JS stream features
Meeting Adjourned: 12:10 pm
Attachment:
Table of Non -merger 30% HYD Sites

I-5987B
I-5987B_Non_merger 4B
Printed: 4/6/2021
PSH No.
Alignment
Station
Side
MAP ID
1S
Map ID
Wetlands
Bridge or Culvert
Best Usage
Classification
Existing Structure
Proposed Structure
Comments
7
L
530+35
RT
TM
---
Cross Pipe
C; SW
1 @ 36" RCP
2 @ 60" RCP Cl. III (1' burial)
(Channel Improvements)
7
L
536+85
RT
SR
---
Cross Pipe
C; SW
1 @ 18" RCP
1 @ 42" RCP Cl. III
10 - 11
L
575+10 - 586+00
LT
---
WF
Rdwy Fill / Lat
---
---
---
10 - 11
L
575+75 - 585+50
RT
---
WF
Roadway Fill
---
---
---
11
L
586+14
LT,RT
Big Marsh Swamp
WF
Bridge
C; SW
3 Span 1 @ 50'5", 1 (
Bridge:3 span 45" PCG, OAL = 180 LF
11 - 12
L
587+30 - 589+50
LT
---
WF
Roadway Fill
---
---
---
11 - 12
L
586+90 - 588+15
RT
---
WF
Roadway Fill
---
---
---
12
L
592+35
LT
T.I
---
Cross Pipe
---
1 @ 30" RCP
1 @ 48" RCP Cl. III (0.25' burial)
13
YSRPA
20+50 (621+75 -L-)
LT
TH
---
Cross Pipe
---
1 @ 42" RCP
2 @ 72" RCP Cl. V (1.25' burial)
16
L
655+50
RT
SQ
---
Cross Pipe
C; SW
1 @ 42" RCP
1 @ 66" RCP Cl. IV (1' burial)
17-18
673+00 - 681+00
LT, CL, RT
---
WE
Roadway Fill
---
---
---
18
L
677+16
LT, CL, RT
Mercer Branch
WE
Box Culvert
C; SW
2 @ 7' x 6' RCBC w/ E
2 @ 8' x 8' RCBC w/ 1' sills at inlet and ou
(Channel Improvements)
20
L
708+50
RT
TF
---
---
---
---
---
No impacts to TF
20
L
710+50
LT
PM (Pond)
---
---
---
---
---
No impacts to PM
20-21
L
705+50 - 711+25
RT
---
WL
Rdwy Fill / Lat
---
---
---
20-21
L
708+48
LT,RT
Brisson Branch
---
Box Culvert
C; SW
36" RCP (Groove end
6' x 7' RCBC (buried 1')
25, 45
L
756+00
RT
PA (pond)
---
---
---
No Impact to PA
28 - 29
L
796+00 - 802+50
LT
---
WD
Rdwy Fill / Toe Prot
---
---
---
28 - 29
L
709+22-802+40
RT
---
WD
Rdwy Fill / Toe Prot
---
---
---
29
L
803+15
LT,RT
Little Marsh Swamp
WD
Bridge
C; SW
1 @ 37'10, 2 @ 37'6,
Bridge: 3 span 45" PCG, OAL = 180 LF
29 - 30
L
803+75 - 817+00
LT
---
WD
Rdwy Fill / Toe Prot
---
---
---
29 - 30
L
803+50 - 815+35
RT
---
WD
Rdwy Fill / Toe Prot
---
---
---
37
L
898+20 - 902+20
LT
---
WC
Rdwy Fill / Toe Prot
---
---
---
37
L
897+75 - 902+10
RT
---
WC
Rdwy Fill / Toe Prot
---
---
---
37
L
902+33
LT,RT
Buckhorn Swamp
WC
Box Culvert
C; SW
3 @ 9' x 7' RCBC
3 @ 9' x 8' RCBC (Not Buried)
Perched
37 - 38
L
902+50 - 907+20
LT
---
WC
Rdwy Fill / Toe Prot
---
---
---
37 - 38
L
902+50 - 906+90
RT
---
WC
Rdwy Fill / Toe Prot
---
---
---
40
Y4
31+00
LT,RT
SN
WV
Cross Pipe
C; SW
1 @ 18" RCP
1 @ 72" RCP Cl. IV (1' burial)
40
SR5
10+80
LT
---
WZ
Cross Pipe
---
1 @ 18" RCP
1 @ 24" RCP CL. III (no burial)
44
Y6
23+48
LT,RT
SK
WN
Box Culvert
C; SW
60" CMP w/ square e
1 @ 6' x 7' RCBC (Buried 1')
UT to Little Marsh Swp
45
Y6
35+00 - 37+00
RT
PA (pond)
---
---
---
---
---
No Impact to PA

Attachment G: I-5987 Permit Drawings Review Meeting Minutes

N
V
5
Project title
Subject
Location
Date and time of
meeting
Date of Meeting
Minutes
1-5987 Non -Merger Permit Drawing
Review Meeting Minutes
I-5987A: 1-95 Improvements from South of US 301 (Exit 22) to North of
SR 1758 (McDuffie Crossing Rd.) in Robeson County
Non -Merger Permit Drawing Review Meeting
Microsoft Teams
7/13/2021, 10:00am — 1:00pm EST
8/4/2021
Attendees
Craig Freeman
NCDOT Div 6
Mark Staley
Roadside Env. Unit
Herb Turner Jr.
Mott MacDonald
Steve Kendall
NCDOT Div 6
Deanna Riffey
NCDOT ECAP
Eleni Riggs
Mott MacDonald
Greg Price
NCDOT Div 6
Emily Stupka
NCDOT ECAP
Morgan Morefield
Mott MacDonald
Scott Pridgen
NCDOT Div 6
Liz Hair
USAGE
Juniper Walter -Eger Mott MacDonald
James Rerko
NCDOT Div 6
Robert Patterson
NCDWR
Donna Jackson
Mott MacDonald
Christy Huff
NCDOT Div 6
David Bocker
NV5
Jessalyn Abril
Mott MacDonald
William Marsh
NCDOT Div 6
Steve Drum
NV5
Kevin Alford
Wetherill Engineering
Gabe Shoffner
NCDOT Div 6
Nick Mountcastle
NV5
Matt Harvey
Wetherill Engineering
Chris Underwood
NCDOT Div 6
Will Weathersbee NV5
Forest Brooks
Wetherill Engineering
Paul Atkinson
Hydraulics Unit
Chris Hund
NV5
Jerry Page
Gannett Fleming
Ray Lovinggood
Hydraulics Unit
Bill Jernigan
MI Engineering
Josh Dalton
Sungate Design
Matthew York
Hydraulics Unit
The following is a brief summary of the discussions on the project:
Introductions were made by Herb Turner (Mott MacDonald) and all in attendance. David Bocker (NV5)
proceeded the first section of I-5987A (-L- 67+00 to 340+00) noting that all waters within the project are
classified as Class 'C' and/or Class 'SW'. The I-5987A project is within the Lumber River but more specifically
falls within the Saddletree Swamp, Fivemile Branch, Tenmile Swamp, and Cowpen Branch watersheds.
Stormwater Management Plan
• Robert Patterson noted that standard rip rap pads do not meet the definition of the Riprap Energy
Dissipator Basins on Sheet 3 of the Stormwater Management Plan (SMP) and should therefore be
removed from the SMP.
• Robert Patterson also suggested the possibility of adding grass swales to the SMP. David noted that
treatment is not needed so grass swales were not included. Paul Atkinson added that if not required,
grass swales are typically not shown. Paul was going to double-check with the Stormwater staff at

I-5987A: Robeson Co. Page 2 of 5
Non -Merger Permit Drawing Review Meeting Minutes
NCDOT and follow-up with the Design team. After the meeting, Paul directed the design team per the
Stormwater group to only call out grass swales used for treatment (where treatment is required) on the
swale tab. A note has been added to the general project narrative that vegetated conveyances were
used throughout the project which will have water quality benefit.
Sheet 6
• Site 1 (NRTR Stream SM): -L- 110+70 LT / 122+15 RT — Existing 54" RCP to be upsized to 7'x7'
RCBC buried 1 foot, some inlet and outlet channel improvements are proposed to tie invert to the
existing stream bed. Riprap at embankment is also proposed where roadside ditches tie to the stream
to ensure bank stabilization is provided at both the culvert inlet and outlet. Jim Rerko mentioned that
the `Remove' label for the existing 48" RCP should be changed to 'Plug and Fill'. Herb & David
pointed out that since this is a box culvert location that will be phased, pipe removal was shown. Jim
Rerko also remarked on the associated profile sheet that locations with 'fill with suitable material'
should ideally be filled with riprap. David Bocker said that clarifications can be made on the plans that
the suitable material is riprap.
Sheet 14
• Site 2 (NRTR Stream TX): -L- 224+65 RT — Existing 30" RCP to be upsized to 42" Trenchless with
standard riprap apron. It was requested that any riprap in streams be embedded. David Bocker
clarified that riprap in streams was intended to be embedded and that bank stabilization was keyed -in.
• Site 3 (NRTR Stream TX): -L- 226+70 RT — Existing 18" RCP to be replaced with 18" Trenchless with
standard riprap apron & riprap at embankment stabilization. It was requested that this impact be
specified as bank stabilization instead of system outlet on the impact summary table.
Sheet 14/15
• Site 4 (NRTR Stream TU & TT): -L- 242+00 RT / 243+70 LT — Existing 2 @ 48" RCPs to be upsized to
8'x7' RCBC buried 1 foot, some inlet and outlet channel improvements are proposed to tie invert of the
existing stream bed. There is also a small system outlet with standard riprap apron that drains to the
JS. It was also noted that the culvert will be shorter due to the proposed culvert height.
Sheet 15
• Site 5 (NRTR Wetland WAB): -L- 220+55 RT — Existing 18" RCP system outlet to be upsized to 30"
Trenchless with standard riprap apron. Roadway fill slopes in this area have been minimized to avoid
wetland impacts. Non -erosive velocities will be provided into the wetlands. David Bocker to check
and ensure that no additional impacts as needed due to impacts from the bore pit for the trenchless
installation.
Sheet 16
• Site 6 (NRTR Stream TAA): -L- 265+00 LT — No existing pipe connection found under 1-95, both JS
features flow away from 1-95. The headwaters of JS are fed by interstate ditches. Riprap at
embankment is proposed at ditch outlets to stabilize banks of JS.
• Site 7 (NRTR Stream TAA): -L- 265+00 RT — Existing 18" RCP system outlet to be replaced with 18"
Trenchless with standard riprap apron. Riprap at embankment is proposed at ditch outlets to stabilize
banks of JS. Matthew York asked if the NRTR Stream designation of "TAA" should be different for the
west and east side of 1-95? Jim Rerko answered that no, this should be the same tributary since that
was determined from fieldwork and Liz Hair agreed.

I-5987A: Robeson Co. Page 3 of 5
Non -Merger Permit Drawing Review Meeting Minutes
Sheet 17
• Site 8 (NRTR Stream TS): -L- 275+80 RT — 30" RCP with standard riprap apron is proposed at SR2
crossing due to reconfiguration of interchange. 3:1 roadway fill slopes have been used to minimize
impacts to the stream.
• Site 9 (NRTR Stream TBB): -L- 281+90 RT — Existing 36" RCP system outlet to be upsized to 60"
RCP system outlet with standard riprap apron. Riprap at embankment is also proposed for ditches that
outlet to the JS feature at this location.
• Site 10 (NRTR Stream TBB & Wetland WM): -L- 285+50 LT — Roadway fill/roundabout impact to
wetlands & 36" RCP with standard riprap apron is proposed at -Y1A crossing due to reconfiguration of
interchange. David Bocker further explained that at the roundabout, 4:1 slopes were used and
deemed to be the least impactful due to sight distance, minimization of guardrail and other roadway
design factors. It was requested that David share some of these specific design constraints and
methodology with the NV5 staff that are completed the permit application. Jim Rerko requested that
the portion of stream (SS) that is located between the tributary segments (TBB) be changed to TBB for
consistency. Liz Hair agreed with the change of SS to TBB.
Sheet 18
• Site 11 (NRTR — Tenmile Swamp): -L- 310+50 LT/RT - Existing 3—11'x10' RCBC to be upsized to 3 —
12'x12' RCBC buried 1 foot, some inlet and outlet channel improvements are anticipated to tie invert to
the existing stream bed. 3:1 roadway fill slopes have been utilized to minimize impacts to the stream
and wetlands. Riprap is shown to fill the existing culvert inlet/outlet areas due to past scour issues
from major storms in the past couple years. Toe protection is also proposed allow the roadway
embankment to provide additional stabilization and PDE is provided for future maintenance.
• Jim Rerko requested that Permit Site 12 be designated/labeled on this sheet. A station range for Site
12 should also be added to the Impact Summary Table.
Sheet 19
• Site 12 (NRTR Wetland WK): -L- 314+00 LT & RT — 3:1 roadway fill slopes have been utilized to
minimize impacts to the wetlands. Existing 18" RCP system outlet to be replaced and standard riprap
apron is proposed at the toe of slope. Ditches have been designed to daylight prior to the wetland to
provide diffused flow with non -erosive velocities.
Sheet 20
• Site 13 (NRTR Stream TR): -L- 332+05 LT — Existing 18" RCP system outlet to be upsized to 30"
Trenchless with standard riprap apron.
• Site 14 (NRTR Wetland WJ): -L- 339+15 LT — Existing 2 @ 24" RCP system outlet to be upsized to
42" Trenchless with standard riprap apron.
Sheet 33
• Site 15 (NRTR Stream SO): -Y2- 17+25 — Existing 36"/42" RCP to be upsized with 2 @ 48" RCP
buried 1 foot with sill/benches at the inlet and outlet to maintain stream width. Riprap at embankment
is proposed at ditch outlets upstream to stabilize banks of JS.

I-5987A: Robeson Co. Page 4 of 5
Non -Merger Permit Drawing Review Meeting Minutes
Bill Jernigan (MI Engineering) proceeded to review the second section of I-5987A (-L- 340+00 to 495+00)
Sheet 21
• Site 17 (NRTR Wetland WJ): -L- 342+15 RT — Pocket wetland is a total take due to increase roadway
footprint and false cut ditch with berm.
• Site 16 (NRTR Wetland WJ): -L- 343+09 LT — Existing 24" RCP to be upsized to 48" Trenchless with
standard riprap apron. Roadway fill slopes will result in impacts to the wetlands (entire LT side of Plan
Sheet).
• Site 16 (NRTR Wetland WJ): -L- 347+68 LT — Existing 36" RCP to be upsized to 42" Trenchless with
standard riprap apron.
• Site 18 (NRTR Wetland WJ): -L- 352+89 - 3:1 roadway fill slopes have been used to minimize impacts
to the wetlands
Sheet 22
• Site 19 (NRTR Stream SP — Upstream & Wetland WJ — Downstream): -L- 354+06 — Existing 2 @ 48"
RCP to be upsized to 2 @ 7'x7' RCBC buried 1 foot with 1 foot sill on southern barrel and 2 foot sill
and floodplain bench on northern barrel.
• Site 20 (NRTR Wetland WI): -L- 365+16 RT — Proposed base ditch outlets into wetland with a standard
riprap apron.
• Site 20 (NRTR — Cowpen Branch & Wetland WI): -L- 366+29 — Existing 2 @ 7'x7' RCBC to be upsized
to 2 @ 8'x9' RCBC buried 1 foot with sills on both barrels with channel improvements at the inlet and
outlet.
Sheet 23
• Site 20 (NRTR Wetland WI): -L- 367+54 LT & 368+42 RT — Proposed base ditches outlet into the
wetland with standard riprap aprons.
Sheet 25
• Site 21 (NRTR Wetland WH): -L- 400+00 LT — Proposed base ditch through the wetland maintains a
similar elevation as the existing ditch. Pocket wetland is not a total take.
• Site 21A (NRTR Stream TAC to SAB): -L- 404+00 RT — Bill Jernigan explained that stream SAB was
recently added as jurisdictional site per the recent updated study area. The channel improvements
and outfall cleanout at this location as needed to ensure proper drainage of the roadway ditches. This
site is not shown on the pdf made available for this Permit Drawing Review meeting; Jim Rerko
requested that this impact site be added to the permit package. NCDOT Hydraulics and the Division
asked if sufficient TDE is shown to construct the channel improvements. Division requested 20' on
each of the channel bank. After the meeting, it was confirmed that the TDE shown on the permit
drawings was outdated; TDE as shown on the R/W plans did accommodate 20' on each side of the
channel banks as requested; therefore, no R/W revision is needed at this location. It was also
requested that the stream profile for the channel improvements be added to the permit drawing
package for Site 21A.
Sheet 29
• Site 22 (NRTR Stream TP): -L- 454+44 LT — Tributary is impacted due to widening, proposed ditch
maintains a similar elevation as the existing channel.

I-5987A: Robeson Co. Page 5 of 5
Non -Merger Permit Drawing Review Meeting Minutes
• Site 22 (NRTR — Cowpen Branch & Wetland WG): -L- 454+90 — Existing 54" RCP to be upsized to 2
@ 8'x7' RCBC buried 1 foot with 1 foot sill on northern barrel and 2' sill and floodplain bench on
southern barrel.
Sheet 30
• Site 23 (NRTR — Cowpen Branch): -Y3- 24+79 — Existing 72" RCP/CMP to be upsized with 2 © 8'x7'
RCBC buried 1 foot with 1 foot sill on southern barrel and 2' sill and floodplain bench on northern
barrel. 3:1 roadway fill slopes have been utilized to minimize impacts to the stream. Portions of the
southern roadway embankment will be removed; therefore, the outlet portion of the culvert will be
shortened. Slight channel improvements are proposed at the inlet and outlet.
Herb Turner asked if there were any other questions or comments; no attendees had any additional
comments. After a short break, Herb reviewed the I-5987B project which are captured in separate meeting
minutes.
Meeting adjourned: 12:30 PM

I-5987B 4C Non -Merger
Meeting Minutes
Project title I-5987B: 1-95 Improvements from North of SR 1758 (McDuffie Crossing
Rd.) to North of SR 1723 (Parkton Tobermory Rd.) in Robeson County
Subject 4C Non -Merger Meeting
Location Microsoft Teams
Date and time of 7/13/2021, 10:00am — 1:OOpm EST
meeting
Date of Meeting 8/4/2021
Minutes
Attendees
Craig Freeman NCDOT Div 6
Mark Staley Roadside Environmental
Morgan Morefield Mott MacDonald
Steve Kendall NCDOT Div 6
Emily Stupka NCDOT TEA
Eleni Riggs Mott MacDonald
Scott Pridgen NCDOT Div 6
Chris Underwood NCDOT
Herb Turner Jr. Mott MacDonald
Gregory Price NCDOT Div 6
Deanna Riffey NCDOT
Jessalyn Abril Mott MacDonald
James Rerko NCDOT Div 6
Liz Hair USACE
Donna Jackson Mott MacDonald
Rusty Marsh NCDOT Div 6
Robert Patterson NCDWR
Juniper Walter-EgerMott MacDonald
Gabe Shoffner NCDOT Div 6
David Bocker NV5
Kevin Alford Wetherill Engineering
Christy Huff NCDOT Div 6
Steve Drum NV5
Matt Harvey Wetherill Engineering
Paul Atkinson Hydraulics Unit
Will Weathersbee NV5
Forrest Brooks Wetherill Engineering
Ray Lovinggood Hydraulics Unit
Christian Hund NV5
Jerry Page Gannett Fleming
Matthew York Hydraulics Unit
Bill Jernigan MI Engineering
Josh Dalton Sungate Design
The following is a brief summary of the discussions on the project:
Introductions were made by Herb Turner (Mott MacDonald) and all in attendance. Herb proceeded to give an
overview of the project (I-5987A & B).
• For I-5987A, David Bocker (NV5) and Bill Jernigan (MI Engineering) proceeded to review Section Al
and A2, respectively. Refer to meeting minutes for I-5987A (under separate cover).
For I-5987B, the meeting resumed at 11:35am. Herb Turner introduced the hydraulic Design Team for I-
5987B and Kevin Alford (Wetherill Engineering) proceeded with sheet -by -sheet review of the permit drawings:
Stormwater Management Plans:
• Robert Patterson noted that standard rip rap pads do not meet the definition of the Riprap Energy
Dissipator Basins on Sheet 3 of the Stormwater Management Plan (SMP) and should therefore be
removed from the SMP.

I-5987B: Robeson Co. Page 2 of 4
4C Non -Merger Meeting Minutes
• Robert Patterson also suggested the possibility of adding grass swales to the SMP. David noted that
treatment is not needed so grass swales were not included. Paul Atkinson added that if not required,
grass swales are typically not shown. Paul was going to double-check with the Stormwater staff at
NCDOT and follow-up with the Design team. After the meeting, Paul directed the design team per the
Stormwater group to only call out grass swales used for treatment (where treatment is required) on the
swale tab. A note has been added to the general project narrative that vegetated conveyances were
used throughout the project which will have water quality benefit.
Plan Sheet 7:
• Site 1
o Liz Hair asked if there were any wetland impacts due to updated jurisdictional determinations.
Kevin said the design team will go back and verify. After the meeting it was verified that a
wetland file provided on 6-16-21 showed wetlands that will be impacted by the project at this
site. These wetlands did not show up in the previous files.
• Site 2
o Liz Hair asked if there were any wetland impacts due to updated jurisdictional determinations.
Kevin said the design team will go back and verify. After the meeting it was verified that a
wetland file provided on 6-16-21 showed wetlands that will be impacted by the project at this
site. These wetlands did not show up in the previous files.
Plan Sheet 40:
• Site 3
o No Comments
• Site 4
o No Comments
Plan Sheet 10/11/12:
• Site 5
o Jim Rerko mentioned that a workpad will be needed under the bridge. Kevin Alford and Herb
Turner confirmed that the workpad was accounted for but it will not show up in the profile view
because of the location that the profile was cut at.
o Paul Atkinson wanted to make sure the workpad was labeled in plan view and Kevin Alford
verified that it was labeled.
Plan Sheet 12:
• Site 6
o No Comments
Plan Sheet 13/13A:
• Site 7
o Herb Turner mentioned that after the last non -merger meeting, the downstream end of the
proposed 2 @ 54" was re-evaluated. It was found to be a tributary as well. The outfall
cleanout was reduced to tie into the existing 24" RCP (on Plan sheet 13A). From the 2@54"
to the outlet of the 24" RCP is JS non-mitigable. The JS mitigable determination will start at
the outlet of the 24" RCP.

I-5987B: Robeson Co. Page 3 of 4
4C Non -Merger Meeting Minutes
Plan Sheet 16:
• Site 8
o No Comments
Plan Sheet 17:
• Site 9
o Excavation impacts shown on the plans are required for a bore pit to install the 24" by
trenchless installation. Paul Atkinson wanted to know if the excavation of the pit will be shown
as temporary impacts or permanent. Paul wanted to make sure the impacts were shown
correctly since it is shown as permanent. Liz Hair wants a note added to the impact summary
table describing the impact. The note should state that the excavation area will be filled in
after the pipe is installed, the impacts should only last about a 1 month +/- and the site does
not require mitigation. Deanna Riffey stated that on the 1-540 project that have both
excavation and fill impacts shown. Liz stated that it this site does not need mitigation, since it
will be temporary excavation that will be filled back in and restored. Mechanized clearing will
be shown as it is currently shown. It was decided there will be no changes to the way the
impacts are shown and a note will be added to the impact summary sheet describing the
impacts.
Plan Sheet 18:
• Site 9
o The detail callout for the inlet and outlet of the culverts does not match a detail on the detail
sheet. Verify that the callout is correct or if the detail needs to be added. After the meeting it
was found that the callout on the plans was correct, but the detail shown in the ditch details did
not had not been labeled. A label was added to the details to match the plans.
Plan Sheet 20/21:
• Site 10
o No Comments
Plan Sheet 44:
• Site 11
o No Comments
Plan Sheet 28/29/30:
• Site 12
o The bridge is currently being re -designed to be a 2 span, rather than a 3 span. Paul Atkinson
wanted to verify that the correct design is shown in the permit drawings, since a 2 span bridge
is shown. Herb Turner confirmed that it is shown correctly.
Plan Sheet 37:
• Site 13
o Paul Atkinson said he assumed the culvert was not buried because it is perched. Herb Turner
confirmed. Josh Dalton stated it was not buried because the channel is higher on both ends
and burying it would further put the culvert in a hole.

I-5987B: Robeson Co. Page 4 of 4
4C Non -Merger Meeting Minutes
o No mitigation is required for rip rap fill in the existing stream bed to bring the bed elevation
back to the pre -scour elevation. Rip rap in the channel will need a separate line item on the
impact summary since it will not require mitigation. A note will be added to the impact
summary.
Additional Discussion Topics
• Jim Rerko reminded the team that there will be a quick turnaround after this meeting. The permit
drawings will need to be complete in a week or two. NV5 will be doing the permit application and will
need to have it submitted by mid -August.
• Paul Atkinson followed up after the meeting in regards to showing grass swale information in the
stormwater management plan. His email stated that it has been confirmed with the NCDOT
Stormwater group that we only call out those grass swales specifically used for treatment (where
treatment is required) on the swale tab as they have specific post -construction inspection and
maintenance requirements. It should still be noted in the general project narrative that vegetated
conveyances were used throughout the project which have a water quality benefit"
Meeting Adjourned: 12:30 pm

Attachment H: I-5987 Permit Labels

ROBESON COUNTY BOARD OF EDUCAT
P O BOX 2909
LUMBERTON, NC 28359

L O SMITH & IZZIE SMITH
VADIS MCDONALD
2923 ORBIE CIR
FAYETTEVILLE, NC 28306

JOSEPH GLENN RIDDLE
3175 ODUM RD
HOPE MILLS, NC 28348

RICHARD G ALLEN ETALS LF
RUSS MARGARET RIDDLE REM
21 SHADY LANE
CHAPEL HILL, NC 27517

LEEVON GODWIN
849 MOUNT OLIVE CHURCH RD
LUMBERTON, NC 28360

DOROTHY L LOCKLEAR
3270 MOUNT OLIVE CHURCH RD
LUMBERTON, NC 28360

CHRISTOPHER L CALLAHAN
6470 RENNERT RD
SHANNON, NC 28386-9785

HENRY NORRIS
ERMA NORRIS
853 WINDSOR CREEK TRAIL
GRAYSON, GA 30017

BURGER KING 7150 C/O RYAN
PO BOX 460189
HOUSTON, TX 77056

MICCHAEL GODWIN
125 NATIVE RD
LUMBERTON, NC 28360

NANCY LYNN WHITE
3394 WATTS DAIRY RD
ST.PAULS, NC 28384

HARRY L GORE
RUTH GORE
235 GREAT MARSH CHURCH RD
SAINT PAULS, NC 28384

JOSEPH CARDELL SANDERSON
6006 40TH AVENUE
HYATTSVILLE, MD 20782

SN PROPERTIES OF LUMBERTON, LL
P O BOX 828
LUMBERTON, NC 28359

NP 301 LLC
3405 PIEDMONT RD NE SUITE 175
ATLANTA, GA 30305-4819

KENNETH KEARN DANIEL
PO BOX 477
ST PAULS, NC 28384

HOWARD JOHNSON
19275 HWY 301 N
ST PAULS, NC 28384

GLENDA ANN BUIE
1758 BRITT RD
ST PAULS, NC 28384

FADHI ALHOBISHI
P O BOX 807
ST PAULS, NC 28384

THAD JUNIOR DAVIS
CHERYL JONES DAVIS
PO BOX 159
SAINT PAULS, NC 28384-0159

OSCAR T BLANKS HEIRS
P O BOX 336
LUMBERTON, NC 28359

RAYMOND W JONES
MYRA W JONES
415 DECKER RD
ST PAULS, NC 28384

MARY L BURNETT TRUSTEE
ROSCOE BURNETT TRUSTEE
460 CULBRETH RD
LUMBER BRIDGE, NC 28357

ORVAL THOMAS BLANKS
63 RUSS RD
LUMBERTON, NC 28358

ELLA V NEALY
PO BOX 7485
LUMBERTON, NC 28359

BUTLER MARY H & CARY SHORE
600 SPRING ST
OXFORD, NC 27565

DANIEL LOUVA YOUNG
PO BOX 477
SAINT PAULS, NC 28384

CORA R RAIMO ET AL
201 LONDONDERRY DR
LUMBERTON, NC 28358

RICKY L BLANKS
3201 LOWE RD
LUMBERTON, NC 28360

ERNESTINE COLLINS
9802 STALL AVE
LANHAM, MD 20706

DWIGHT ARNOLD ATKINSON JR.
AMANDA BETH BARNHORST
127 W GREAT MARSH CHURCH RD
ST PAULS, NC 28384

FREDERICK J KEITH ET ALS TRUST
C/O FREDERICK J KEITH
3000 COBB INTERNATIONAL BLVD
KENNESAW, GA 30152

TRIPLE K INVESTMENTS,LLC
121 S COOL SPRINGS ST
FAYETTEVILLE, NC 28301

PATRICIA RUSS THOMPSON
DAVID MICHAEL THOMPSON
1016 CUMBERLAND DR
SHELBY, NC 28150-3610

RONALD G HAMMONDS
1218 HAMMONDS RD
LUMBERTON, NC 28360-0472

CALVIN TODD WILKERSON
4945 ARLINGTON STREET
HOPEMILLS, NC 28348

VANCE U TYSON JR
4925 NC HWY 87 S
FAYETTEVILLE, NC 28306

RONNIE EARL SKINNER
PO BOX 261
DUBLIN, NC 28332

DELLA DAVIS BAXLEY
74 DAVIS FARM RD
ST PAULS, NC 28384

WESLEY REVELS JR
GLINDA REVELS ET AL
P O BOX 983
ST PAULS, NC 28384

BLANKS ANTHONY EDEN BLANKS
AVERALL BLANKS ET AL
120 ALESE DR
LUMBERTON, NC 28360

JOSEPH MANNING BARNHILL JR
557 BUCKHORN RD
PARKTON, NC 28371

JAMES BRITT
RUTH BRITT
1026 MCMILLAN SIDING RD
PARKTON, NC 28371

ARCHIE PREVATTE & WF LF EST
424 MOSBY DR SW
LEESBURG, VA 20175

MARY ANN REGAN ET ALS
119 S 2ND ST
ST PAULS, NC 28384-1507

DAVID CHARLES WHITE
WILLIAM WHITE HEIRS
2239 E GREAT MARSH CHURCH RD
ST PAULS, NC 28384

HAPPY VALLEY FARM LLC
315 BARKER TEN MILE RD
LUMBERTON, NC 28358

TIMOTHY BELL
KITTY BELL
9820 US HWY 301 N
LUMBERTON, NC 28360

WILLIAM A BRYANT JR ET ALS
4401 FAYETTEVILLE RD
LUMBERTON, NC 28358

LILA RUTH MCCOWN TRUSTEE
LILA RUTH MCCOWN REVOCABLE TRUST
6916 CHANCERY LN
WILLIAMSBURG, VA 23188

JOHN C MCLEOD & SHORE B TRUSTEE
MCLEOD JOHN C & SHORE TRUST
PO BOX 389
TRINIDAD, CA 95570

LORRAINE CANADY LF EST
ESSIE NEAL RABUN
11917 US HWY 301 N
LUMBERTON, NC 28358

FRANKLIN G MELVIN
GENEVIEVE C MELVIN
1634 CEDAR CREEK RD
FAYETTEVILLE, NC 28312

FAYE E MCRAINEY REAVES
456 W MCRAINEY RD
ST PAULS, NC 28384

LOLETA O BLANKS
291 LOLETAS LANE
LUMBERTON, NC 2835-0401

BRUNSWICK TIMBER, LLC C/O FOREST
INVESTMENTS ASSOC
PO BOX 1288
MOBILE, AL 36633

CAPE FEAR PROPERTY VENTURES LLC
110 VELCORD DR
LUMBERTON, NC 28358

MARGARET J EVERETTE
JAMES C EVERETTE
802 FISHER RD
ST PAULS, NC 28384

FREEHOLD PROPERTIES INC
2852 20TH AVE N
ST PETERSBURG, FL 33713

BRENDA B SMITH
4336 GORDON RD
WILMINGTON, NC 28405

KEITH-PERRY LLC
PO BOX 20250
RALEIGH, NC 27619

MITCHELL H BAKER III
2905 GREEN TOP COVE
WILLMINGTON, NC 28409

K M BIGGS INC
PO BOX 967
LUMBERTON, NC 28359

Attachment I: I-5987 PreFiling Meeting Request

Submission Completed
Page 1 of 2
DWR Pre -Filing Meeting Request Form
NCRTH CARCLINA
Envinnriente QuaIRy
Contact Name* Jennifer Harrod
Contact Email Address* [e-mail]
Project Owner* NCDOT
Project Name* I-5987A&B
Project County* Robeson
Owner Address: * Street Address
500 Transportation Drive
Address Line 2
PO Box 1150 Fayetteville, NC 28302
City State / Province / Region
Fayetteville, NC NC
Postal / Zip Code Country
28301 USA
Is this a transportation project?*
® Yes 0No
Type(s) of approval sought from the DWR:
❑ 401 Water Quality Certification - Regular
❑� Individual Permit
❑ Shoreline Stabilization
Does this project have an existing project ID#?*
® Yes 0No
Please list all existing project ID's associated with this projects. *
SAW-2019-01276
❑ 401 Water Quality Certific
❑ Modification
https://edocs.deq.nc.gov/Forms/Form/showformsubmission/89dc 1 6a4-d404-49e 8-80d8-bf... 7/1 1 /2021

Submission Completed Page 2 of 2
Do you know the name of the staff member you would like to request a meeting with?
No
Please give a brief project description below and include location information.*
The North Carolina Department of Transportation (NCDOT) proposes the widening of 1-95 from NC 211 in
(Exit 20) to 1-95 Business (Exit 40) in Cumberland County, North Carolina (STIP 1-5987).
A PJD has already been issued (SAW-2019-01276).
Please attach the documentation you would like to have the meeting about.
pdf only
By digitally signing below, I certify that I have read and understood that per the
Federal Clean Water Act Section 401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean
Water Act Section 401 Certification Rule.
• I understand by signing this form that I cannot submit my application until
30 calendar days after this pre -filing meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive
notification regarding meeting location and time if a meeting is necessary. You will
receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature*
Submittal Date 7/11/2021
https://edocs.deq.nc.gov/Forms/Form/showformsubmission/89dc 1 6a4-d404-49e 8-80d8-bf... 7/1 1 /2021

Attachment J: I-5987 Environmental Document

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Type III Categorical Exclusion Action Classification Form
STIP Project No.
WBS Element
Federal Project No.
A. Project Description:
1-5987
47533.1.1
N H P-0095(056)
The proposed project is included in the North Carolina Department of Transportation's
(NCDOT) approved Fiscal Year (FY) 2018-2027 and 2020-2029 State Transportation
Improvement Program (STIP) as Project 1-5987. The NCDOT and Federal Highway
Administration (FHWA) propose to widen 18.7 miles of 1-95 to an eight -lane freeway from
US 301 (Exit 22) in Robeson County to 1-95 Business/US 301 (Exit 40) in Cumberland
County. Although most of the planned construction will occur between Exit 22 in Robeson
County and Exit 40 in Cumberland County, some work will occur beyond those
interchanges to provide a transition back to the existing highway cross section outside of
the project area. See Figure 1 for a vicinity map showing the location of the project study
area.
B. Description of Need and Purpose:
The purpose of improving this section of 1-95 is to help relieve congestion, improve
mobility, and improve the resiliency of this corridor to storm events, such that it can
continue to serve as a primary East Coast route through the project design year of 2040.
Improvements will be required to accommodate projected future traffic volumes and
ensure the highway operates at an acceptable level of traffic service, particularly during the
peak hour. Traffic volumes along the 1-95 corridor are expected to increase considerably
by 2040, creating conditions in which operations degrade and average speeds are below
the posted speed limit. Currently, the number of vehicles using the section of 1-95 between
Exit 22 in Robeson County and Exit 40 in Cumberland County ranges between 45,400
vehicles per day (vpd) to 57,600 vpd. The current Level of Service (LOS) is C or better
throughout the corridor.
Future traffic volumes (2040 No Build) are expected to range between 62,000 vpd to
90,000 vpd between Exit 22 and Exit 40. Without improvements, operations along the 1-95
corridor between Exits 22 and Exit 40 are anticipated to degrade significantly by year
2040. This includes much of the study area south of the proposed Fayetteville Outer Loop
operating between LOS C and LOS D between 6:00 a.m. and 8:00 p.m. There are several
segments anticipated to operate at LOS E for two hours each day.
Widening 1-95 to eight lanes as well as interchange reconstruction are proposed to provide
the additional capacity needed to help relieve congestion and have the corridor within the
project area operate at LOS B between 6:00 a.m. and 8:00 p.m.
1 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
In addition to improving traffic conditions, sections of 1-95 within the project limits have
experienced significant storm related flooding resulting in total closure of the interstate for
multiple days. Roadway and bridge improvements will be needed to make the corridor
more resilient to future flood events.
C. Categorical Exclusion Action Classification:
Type III
D. Proposed Improvements:
The proposed project will add two through travel lanes in each direction and increase the
total number of lanes on this section of 1-95 from four to eight. Although most of the
planned construction will occur between Exit 22 in Robeson County and Exit 40 in
Cumberland County, some work will occur beyond those interchanges to provide a
transition back to the existing highway cross section outside of the project area. Existing
bridges at interchanges, overpasses, and stream crossings will be replaced as necessary
to accommodate the widened roadway. Drainage culverts will be upgraded or replaced as
necessary. As well, improvements to interchanges are also proposed to address outdated
design features or to accommodate the planned through lane additions on the main
roadway.
The majority of the 1-95 widening will occur within the existing right-of-way, although
additional right-of-way will need to be acquired where interchanges are being re -configured
at Exits 25, 31, and 33. Additional right-of-way will also need to be acquired along cross
streets in order to replace existing grade separations at Powersville Road (SR 1529),
McDuffie Crossing Road (SR 1758), Great Marsh Church Road (SR 1006), McRainey
Road (SR 1726), and Parkton Tobermory Road (SR 1723). Finally, additional right-of-way
acquisition could be expected where parallel service roads may be relocated. As currently
designed, these additional acquisitions would be needed to shift Cedar Grove Church
Road (SR 1760) to the west and Oakland Road (SR 1980) to the east. See Figures 2A
through 2J for location and illustration of the major elements of work.
E. Special Project Information:
Alternatives
In addition to the recommended improvements, the following alternatives to the
proposed widening were considered:
• No -Build Alternative
• Alternate Modes of Transportation Alternative
• Transportation System Management Alternative
The No -Build Alternative does not propose any changes to 1-95 within the study area
aside from projects that are currently under construction or programmed in the 2020-
2029 State Transportation Improvement Program. The No -Build Alternative would
neither increase the traffic carrying capacity of 1-95 within the entire study area nor
modernize infrastructure on a large enough scale needed to maintain the integrity of
the corridor so that it can continue to serve as a primary East Coast transportation
2 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
route through the project design year of 2040. Since the No -Build Alternative does not
fulfill the primary purposes of the project or address the area transportation needs, it is
not recommended.
The Alternate Modes of Transportation Alternative would include increasing ridership
and freight on mass transportation modes like buses, railroads, and airplanes to reduce
the number of vehicles that would use 1-95 daily. While this option could reduce
congestion on 1-95, it would not provide nearly the same level of congestion reduction
as the recommended alternative. As well, the Alternate Modes of Transportation
Alternative would not modernize the infrastructure needed to support the remaining
buses, trucks, and automobiles that would still use 1-95. Since the Alternate Modes of
Transportation Alternative does not fulfill the primary purposes of the project or address
the area transportation needs, it is not recommended.
The Transportation System Management (TSM) Alternative includes operational or
physical improvements to increase available capacity of a roadway within the existing
right-of-way with minimum capital expenditures and without reconstructing or adding
additional through lanes to the existing road. Operational changes are largely
administrative in nature while physical improvements are typically more capital
intensive. Examples of operational changes include traffic law enforcement, speed
restrictions, and access control. Physical improvements would include striping, signing,
and minor realignments. TSM improvements are best suited for areas with capacity or
safety deficiencies in specific locations. The capacity issues and antiquated
infrastructure are widespread through the project area and require more intensive
solutions than those provided by TSM. For these reasons the Transportation System
Management Alternative would not satisfy the project purpose or fulfill the
transportation need and is not recommended.
Interchange Modifications
Exit 22 (I-95/US 301) — The existing interchange configuration in this location is a
diverging diamond that was modernized within the past 10 years. Alterations to this
interchange will be minimal and include minor ramp widening and extensions
necessary to transition the 1-95 mainline from the proposed eight lanes north of the
interchange to six lanes south of Exit 22, eventually reducing to four lanes at Exit
20.
Exit 25 (I-95/US 301) — The existing interchange configuration in this location is a
partial clover that provides ingress and egress between US 301 and 1-95 via ramps
and loops located in the southwest and northeast quadrants of the interchange.
Currently, the US 301 bridge over 1-95 at Exit 22 is skewed and limits the
acceleration and deceleration lengths on the loops and ramps. Four options were
considered to modernize the interchange as described below and illustrated on
Figures 3A through 3D:
• Option 1 — This option would retain the current partial clover configuration,
but would manage traffic at the ramp/loop terminals and surrounding
roadways via two proposed roundabouts on either side of the 1-95 mainline.
This option, while minimizing construction impacts to the surrounding area,
was ultimately rejected due to likely extended closure of the portion of US
3 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
301 needed to construct the new bridge over 1-95. Additionally, both
roundabouts would need to accommodate five road/ramp junctions and were
not desirable from an operations perspective.
• Option 2 — This option would convert the current partial clover configuration
to a diamond configuration. It would manage the ramps, US 301, and local
roadways (Russ Road and Bucket Road) using two roundabouts on either
side of the 1-95 mainline. This option was rejected due to undesirable
operations at the proposed roundabouts, each of which would need to
accommodate five road/ramp junctions.
• Option 3 — This option would convert the current partial clover configuration
to a diamond configuration. It would manage the ramps and US 301 using
two roundabouts on either side of the 1-95 mainline. Russ Road (SR 1942)
would be re-routed and directly reconnected to US 301 east of the
roundabout that would manage northbound ingress and egress to and from
1-95. Under Option 3, Bucket Road (SR 1767) would be re-routed on new
location west of the 1-95 ramps and connected directly to US 301 west of the
proposed roundabout on the west side of 1-95. While this option provides a
shorter access route to US 301 for some residents on Bucket Road, it would
require relocating a residence and incur impacts to a wetland system that
could be avoided by providing access from Bucket Road to US 301 in
another way. For these reasons, Option 3 was rejected.
• Option 4 (recommended) — This option would convert the current partial
clover configuration to a diamond configuration. It would manage the ramps
and US 301 using two roundabouts on either side of the 1-95 mainline. Russ
Road (SR 1942) would be re-routed and directly reconnected to US 301 east
of the roundabout that would manage northbound ingress and egress to and
from 1-95. On the west side of 1-95, Bucket Road (SR 1767) would not be
re -connected directly to US 301. Instead, access to US 301 from Bucket
Road would be via Rozier Church Road (SR 1765), an approximate 1.5
miles difference from what currently exists. The proposed roundabout on the
west side of 1-95 would manage southbound ingress and egress to and from
1-95. Each of the roundabouts would accommodate 4 road/ramp
connections. Since each of the roundabouts would be easier for motorists to
navigate than the other alternatives, and right of way and wetland takings
are reduced by eliminating direct access to US 301 from Bucket Road,
Option 4 was selected as the preferred option.
Exit 31 (I-95/NC 20) — The existing interchange configuration in this location is a
compressed diamond. The proposed improvements retain the compressed diamond
to minimize impacts to existing development. A large cemetery is located in the
southwest quadrant of the interchange and the remaining quadrants contain mixed
retail and business development. The proposed project would replace the existing
bridges that carry 1-95 over Broad Street (NC 20) to accommodate the additional
lanes that will be added to 1-95. The ramps will be lengthened to better
accommodate travel speeds on 1-95. Currently, the ramp terminals are controlled by
traffic signals. The signalized intersections will be replaced with roundabouts to
manage ingress and egress between Broad Street and 1-95. Concrete traffic islands
are proposed at the approaches to each of the proposed roundabouts to better
manage access from surrounding retail establishments.
4 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Exit 33 (I-95/US 301) — The existing interchange configuration in this location is a
diamond interchange with unsignalized intersections at the ramp terminals with US
301. The proposed improvements retain the basic diamond configuration, but will
replace the bridge that carries US 301 over 1-95 to accommodate the proposed
additional lanes on 1-95. The bridge will be replaced south of the current bridge to
minimize the amount of closure time on US 301 during project construction. The
current intersections that manage ingress and egress between 1-95 and US 301 will
be replaced by roundabouts on the east and west sides of mainline 1-95. In the
northeast quadrant of the existing interchange, Oakland Road (SR 1980) has direct
access to the northbound 1-95 entrance ramp. The proposed interchange will
eliminate direct ramp access from Oakland Road by relocating Oakland Road on
new location to provide direct access to US 301 just east of the roundabout east of
mainline 1-95.
1-95/1-295 (Fayetteville Outer Loop) — Although not part of Project 1-5987, a new
interchange with 1-95 is currently under construction that will connect to the
Fayetteville Outer Loop. The freeway to freeway trumpet interchange that is under
construction will accommodate the proposed additional lanes recommended on 1-95
under Project 1-5987. The only work expected under 1-5987 will be minimal work to
reconnect ramps and loops after the additional through lanes are constructed.
Impacts resulting from this interchange have already been documented in previous
NEPA documents prepared for the Fayetteville Outer Loop.
Exit 40 (1-95/1-95 Business/US 301) and Exit 41 (I-95/NC 59) — Currently, these
interchanges operate together along with the interchange at 1-95 Business and
Chickenfoot Road (NC 59) to provide full directional ingress and egress between I-
95, 1-95 Business/US 301, and Chickenfoot Road. The proposed improvements
retain the basic configuration of both interchanges at Exits 40 and 41. At Exit 40, the
bridges that carry 1-95 over 1-95 Business will be retained and widened to
accommodate the proposed additional lanes on 1-95. Minimal resurfacing is
anticipated to tie to the existing ramps. At Exit 41, minimal ramp work is expected to
accommodate 1-95 as it tapers from the proposed eight lanes at Exit 40 back to four
lanes just north of Exit 41.
Potential Section 4(f) Resources
Four resources were identified within the project study area that would potentially be
protected under Section 4(f) of the Department of Transportation Act. These include
two publicly -owned parks and two properties managed by the US Fish and Wildlife
Service — Pee Dee National Wildlife Refuge. Each property was identified in advance of
preparing functional designs. As currently designed, no right of way will be acquired
from these properties and no impacts are expected.
The following properties were identified and have been avoided by current design
plans:
• French Park — This facility is located on the west side of 1-95 just north of Exit 20
at the southernmost extend of proposed improvements to 1-95. French Park is
owned and operated by the City of Lumberton and provides a playground,
walking trail, wooded park, picnic tables, and a paved parking lot. Access to the
5 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
park is provided on North Roberts Road (NC 211). French Park is identified on
Figure 2A.
• Tom Blanks Park — This facility is located on the west side of 1-95 between the
NCDOT truck weigh station and Exit 25. Tom Blanks Park is owned and
operated by the Robeson County Parks and Recreation Department and
provides a single baseball/softball field, bleachers, playground, picnic shelter,
and unpaved parking area. It is open to the public during daylight hours. Access
to the park is provided from US 301 near Magnolia School. Tom Blanks Park is
identified on Figure 2B.
• USFWS Easement 1 — This easement is located just north of Little Marsh
Swamp adjacent to 1-95 on the west side. The same easement, which surrounds
the Southern Comfort Air Ranch and runway, is adjacent to existing NCDOT
right of way for 1-95 on both the east and west sides just north of the airport
facility. It is managed by the US Fish and Wildlife Service as part of the Pee Dee
National Wildlife Refuge. Current designs for the proposed project stay within
the existing NCDOT right-of-way in this area and will not require new right-of-
way purchase or construction easement from this property. This easement can
be seen on Figures 2G and 2H.
• USFWS Easement 2 — This easement is located between Parkton Tobermory
Road (SR 1723) and Buckhorn Swamp and is adjacent to existing NCDOT right-
of-way for 1-95 on both the east and west sides of the highway. It is managed by
the US Fish and Wildlife Service as part of the Pee Dee National Wildlife
Refuge. Current designs for the proposed project stay within NCDOT right-of-
way in this area and will not require new right-of-way purchase or construction
easement from this property. This easement can be seen on Figure 2H located
just north of Parkton Tobermory Road (SR 1723).
Wetlands and Streams
Water resources in the study area are part of the Cape Fear and Lumber River basins
[U.S. Geological Survey (USGS) Hydrologic Units [03040203, 03030004 and
03030005]. A total of twenty-seven jurisdictional wetlands were identified within the
study area. A review of the anticipated project impacts to these resources is provided in
the table below.
6 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Calculated Wetland Impacts
Map ID
NCWAM Classification
Hydrologic
Classification
Area in
Stu(ycArea
.)
Impacts
(ac.)1
WA
Bottomland Hardwood
Riparian
3.24
2.20
WC
Bottomland Hardwood
Riparian
2.54
1.60
WD
Riverine Swamp Forest
Riparian
6.67
4.72
WE
Bottomland Hardwood
Riparian
1.15
0.35
WF
Floodplain Pool
Riparian
6.66
3.25
WG
Floodplain Pool
Riparian
0.01
< 0.01
WH
Basin Wetland
Non -Riparian
0.29
0.28
WI
Bottomland Hardwood
Riparian
1.02
0.49
WJ
Bottomland Hardwood
Riparian
2.54
1.18
WK
Bottomland Hardwood
Riparian
9.13
1.53
WL
Bottomland Hardwood
Riparian
5.42
0.43
WM
Headwater Forest
Riparian
9.34
3.39
WN
Floodplain Pool
Riparian
0.27
0.03
WO
Floodplain Pool
Riparian
3.00
0.44
WV
Bottomland Hardwood
Riparian
1.14
0.17
WZ
Floodplain Pool
Riparian
0.56
0.03
Total
20.09
1 ac = acres. Calculated impacts are based on slope stake limits of the preliminary design plus 25 feet.
A total of twenty-three jurisdictional streams (mitigable) and 16 tributary waters of the
U.S. (non-mitigable) were identified in the study area. All jurisdictional streams in the
study area have been designated as warm water streams for the purposes of stream
mitigation. A review of the anticipated project impacts to these resources is provided in
the table below.
7 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Calculated Stream Impacts
Map ID
Class'
Compensatory
Mitigation
Impacts (If)2
Big Marsh Swamp
Perennial
Mitigable
307.5
Brisson Branch
Perennial
Mitigable
299.2
Buckhorn Swamp
Perennial
Mitigable
123.2
Cold Camp Creek
Perennial
Mitigable
171.5
Cowpen Branch
Perennial
Mitigable
431.3
Gray's Creek
Perennial
Mitigable
12.9
Horsepen Branch
Perennial
Mitigable
147.4
Little Marsh Swamp
Perennial
Mitigable
316.6
Mercer Branch
Perennial
Mitigable
133.7
SJ
Perennial
Mitigable
696.9
SK
Perennial
Mitigable
109.8
SL
Perennial
Mitigable
74.5
SM
Perennial
Mitigable
130.5
SN
Perennial
Mitigable
154.8
SO
Perennial
Mitigable
37.5
SP
Perennial
Mitigable
101.3
SQ
Intermittent
Mitigable
212.4
SR
Intermittent
Mitigable
37.6
SS
Intermittent
Mitigable
184.4
Tenmile Swamp
Perennial
Mitigable
249.9
Total (Mitigable)
3,932.9
TAA
Trib WoUS
Non-Mitigable
9.7
TBB
Trib WoUS
Non-Mitigable
504.8
TC
Trib WoUS
Non-Mitigable
1,063.5
TJ
Trib WoUS
Non-Mitigable
116.4
TM
Trib WoUS
Non-Mitigable
43.7
TP
Trib WoUS
Non-Mitigable
107.5
TR
Trib WoUS
Non-Mitigable
1.5
TS
Trib WoUS
Non-Mitigable
163.2
TU
Trib WoUS
Non-Mitigable
2.5
TX
Trib WoUS
Non-Mitigable
124.3
Total (Non-Mitigable)3
2,137.1
1 Trib WoUS = Tributary waters of the U.S.
2 If = Linear feet. Calculated impacts are based on slope stake limits of the preliminary design plus 25 feet.
3 Impacts to Long Branch (Trib WoUS, non-mitigable) were not included in this report because this resource will be
previously disturbed under NCDOT Project U-2519 (Fayetteville Outer Loop). Impacts have already been
accounted for in this project's NEPA documentation.
No streams in the study area have been designated as an Outstanding Resource
Water (ORW). There are no designated High Quality Waters (HQW) or water supply
watersheds (WS-I or WS-II) within or within 1.0 mile downstream of the study area. The
North Carolina 2018 Final 303(d) list of impaired waters does not identify any stream
within the study area as an impaired water.
8 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Noise Analysis
The source of this traffic noise information is the Traffic Noise Report 1-95 from US 301
(Exit 22) to 1-95 Business/US 301 (Exit 40), by Ramey Kemp and Associates dated
November, 2019.
Summary
A traffic noise evaluation was performed that identified three noise barriers that
preliminarily meet feasibility and reasonableness criteria found in the NCDOT Traffic
Noise Policy. A more detailed analysis will be completed during project final design.
Noise barriers preliminarily found to be feasible and reasonable during the preliminary
noise analysis may not be found to be feasible and reasonable during the final design
noise analysis due to changes in proposed project alignment and other design
considerations, surrounding land use development, or utility conflicts, among other
factors. Conversely, noise barriers that preliminarily were not considered feasible and
reasonable may meet the established criteria and be recommended for construction.
This evaluation was conducted in accordance with the highway traffic noise
requirements of Title 23 CFR Part 772.
In accordance with NCDOT Traffic Noise Policy, the Federal/State governments are not
responsible for providing noise abatement measures for new development for which
building permits are issued after the Date of Public Knowledge. The Date of Public
Knowledge of the proposed highway project will be the approval date of the Categorical
Exclusion (CE).
Traffic Noise Impacts
The maximum number of receptors in the proposed project alternative predicted to
become impacted by future traffic noise is shown in the table below. The table includes
those receptors expected to experience traffic noise impacts either by approaching or
exceeding the FHWA Noise Abatement Criteria or by a substantial increase in exterior
noise levels as defined in the NCDOT Traffic Noise Policy.
Predicted Traffic Noise Impacts by Alternative*
Traffic Noise Impacts
Alternative
Residential
(NAC B)
Places of
Worship/Schools,
Parks, etc. (NAC C & D)
Businesses
(NAC E)
Total
Build
92
2
6
100
Per TNM 2.5 and in accordance with 23 CFR Part 772
9
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Traffic Noise Abatement Measures
Measures for reducing or eliminating the traffic noise impacts, including noise barriers,
were considered for all impacted receptors in each alternative. Noise barriers include
two basic types: earthen berms and noise walls. These structures act to diffract,
absorb, and reflect highway traffic noise.
Noise Barriers
A noise barrier evaluation was conducted for this project utilizing the Traffic Noise
Model (TNM 2.5) software developed by the FHWA. The following table summarizes
the results of the evaluation.
Preliminary Noise Barrier Evaluation Results
NSA
Noise Barrier
Location
Length /
Height1
(feet)
Square
Footage
Number of
Benefited
Receptors
Square Feet
per Benefited
Receptor /
Allowable
Square Feet
per Benefited
Receptor
Preliminarily
Feasible and
Reasonable
("Likely") for
Construction2
1
NW1-1
East of 1-95, south of
Exit 22, in southeast
quadrant of US 301
interchange.
540/12
6,299
2
3,150/1,500
No3
2
NW2-1
West of 1-95, south
of Exit 22 parallel to
Dawn Drive.
2 280/19
43,441
31
1,401/1,500
Yes
3
NW3-1
East of 1-95, north of
Exit 22 between
Edinborough Road
and Powers Road
1,140/14
15,781
3
5,261/1,500
No3
4
NW4-1
West of 1-95, north
of Exit 22 adjacent
to Robeson
Community College
1,020/14
13,921
4
3,481/1,500
No3
8
NW8-1
West of 1-95, north
of Exit 25 along Sun
Road.
1,020/10
10,441
7
1,492/1,500
Yes
10
NW10-1
West of 1-95, south
of Great Marsh
Church Road, along
Cedar Grove Church
Road
900/12
10,919
4
2,730/1,500
No3
10
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DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
NSA
Noise Barrier
Location
Length /
Height'
(feet)
Square
Footage
Number of
Benefited
Receptors
Square Feet
per Benefited
Receptor /
Allowable
Square Feet
per Benefited
Receptor
Preliminarily
Feasible and
Reasonable
("Likely") for
Construction2
11
NW11-1
East of 1-95, parallel
to the 1-95
northbound off -ramp
at Exit 31.
960/16
15,479
2
7,740/1,500
No3
19
NW19-1
East of I-95, just
north of Parkton
Tobermory Road.
1,200/16
19,499
13
1,500/1,500
Yes
19
N W 19-2
East of 1-95, north of
Parkton Tobermory
Road.
960/11
10,200
2
5,100/1,500
No3
20
NW20-1
West of I-95, just
north of Parkton
Tobermory Road.
780/13
9,840
4
2,460/1,500
No3
24
NW24-1
West of I-95, just
north of Roslin Farm
Road.
1,387/13
18,486
3
6,162/1,500
No3
25
NW25-1
East of 1-95, north of
Exit 40.
2,340/18
43,199
12
3,600/1,500
No3
Average wall height. Actual wall height at any given location may be higher or lower.
2The likelihood of a barrier's construction is preliminary and subject to change, pending completion of final design and the public involvement
process.
3 Barrier is not reasonable due to the quantity per benefited receptor exceeding the allowable quantity per benefited receptor.
Public and Stakeholder Involvement
Start of Study Notification — December 4, 2018:
Start of Study Notifications were sent via US Mail and email that contained general
project information and mapping. Recipients were asked to provide comments on
the proposed project. Recipients of the Start of Study Notifications included local
and elected officials in Robeson and Cumberland Counties, the City of Lumberton,
the Towns of Hope Mills and St. Pauls, the Fayetteville Area Metropolitan Planning
Organization, the Lumber River Council of Governments, the Catawba Cultural
Preservation Project, the Coharie Tribe, and the Lumbee Tribe of North Carolina.
In addition, the Start of Study Notification was provided to federal and state
regulatory and resource agencies including the US Environmental Protection
Agency, the US Fish and Wildlife Service, the US Army Corps of Engineers, the US
Coast Guard, and the North Carolina State Clearinghouse.
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The Catawba Cultural Preservation Project had no immediate concerns, but
requested notification if Native American artifacts and/or human remains are located
during the ground disturbance phase of the project.
Other comments received included various requests for general information to be
included in the environmental documentation for the project, identification of
potential permit requirements, general preferences for stormwater treatment, and
recommendations on minimization techniques that could be applied in later design
phases and the construction phase of the project.
Agency Introduction Meeting — January 15, 2019:
A meeting was held at the NCDOT Division 6 office in advance of field review to
familiarize US Army Corps of Engineers and NC Division of Water Resources staff
with general project information. The Agency Introduction Meeting included a
presentation that included a project overview, discussion of the need for and
purpose of the proposed project, known environmental features, proposed typical
sections, and the project schedule and funding.
Newsletter— April 2019:
NCDOT distributed approximately 3,400 copies of an informational newsletter to
citizens and local officials with properties or interest in the project study area. The
newsletter provided an overview of the project proposal, an explanation of the
project purpose, preliminary schedule information, and a general explanation of the
project development process. Recipients were also invited to submit comments via
letter, email, or telephone call to the project team.
Public and Local Officials Meetings — July 22 and 23, 2019:
Public meetings were held at Robeson Community College and Gray's Creek
Elementary School on consecutive evenings from 4:00 until 7:00 p.m. Each public
meeting was preceded by a local officials' meeting. The public meetings were
informal and provided an opportunity to review project maps and displays and meet
one on one with members of the project team to exchange information about topics
of interest related to the project and its potential impacts. Across the two days of
meetings, approximately 220 people attended. A total of 20 comments were
received at the meeting and during the comment period (through August 23, 2019).
The most frequent topics expressed by citizens and local officials included the
following:
• General support for improving 1-95 in the project area;
• Existing and future road noise and potential abatement measures;
• Existing flooding and potential increased/changed drainage patterns due to
the proposed changes to 1-95;
• Individual property concerns including right-of-way impacts and property
access during project construction;
• Potential dedicated truck lanes on 1-95;
12 Revised 4/25/17

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• Local access and traffic safety concerns at interchanges proposed to be
modified;
• Notification of future activities on the proposed project.
Project Cost Estimates
Several cost estimates were produced for the proposed project, including those for
utility relocations, right-of-way acquisition, and construction costs. A review of these
costs in comparison to the STIP cost estimates is provided below.
NCDOT STIP*
1-5987 Project
Estimates
Preliminary Engineering
$1,010,000
N/A
Utility Relocation
$1,000,000
$4,034,000
Right of Way
$32,000,000
$2,096,952
Construction
$413,750,000
$386,500,000
TOTAL
$447,760,000
$392,630,952
"Cost estimates based on 2020-2029 Final Board of Transportation Approved STIP
13 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
F. Project Impact Criteria Checklists:
Type III Actions
Yes
No
If the proposed improvement is identified as a Type III Class of Action answer all questions.
• The Categorical Exclusion will require FHWA approval.
• If any questions are marked "yes" then additional information will be required for those question in
Section G.
1
Does the project involve potential effects on species listed with the US Fish
and Wildlife Service (USFWS) or National Marine Fisheries (NMFS)?
X
2
Does the project result in impacts subject to the conditions of the Bald and
Golden Eagle Protection Act (BGPA)?
X
3
Does the project generate substantial controversy or public opposition, for any
reason, following appropriate public involvement?
X
4
Does the project cause disproportionately high and adverse impacts relative to
low-income and/or minority populations?
X
X
5
Does the project involve substantial residential or commercial displacements
or right of way acquisition?
X
6
Does the project include a determination under Section 4(f)?
X
7
Is a project -level analysis for direct, indirect, or cumulative effects required
based on the NCDOT community studies screening tool?
X
8
Is a project level air quality Mobile Source Air Toxics (MSAT) analysis
required?
X
9
Is the project located in anadromous fish spawning waters?
X
10
Does the project impact waters classified as Outstanding Resource Water
(ORW), High Quality Water (HQW), Water Supply Watershed Critical Areas,
303(d) listed impaired water bodies, buffer rules, or Submerged Aquatic
Vegetation (SAV)?
X
11
Does the project impact waters of the United States in any of the designated
mountain trout streams?
X
X
12
Does the project require a U.S. Army Corps of Engineers (USACE) Individual
Section 404 Permit?
X
13
Will the project require an easement from a Federal Energy Regulatory
Commission (FERC) licensed facility?
X
14
Does the project include Section 106 of the National Historic Preservation Act
(NHPA) effects determination other than a no effect, including archaeological
remains? Are there project commitments identified?
X
15
Does the project involve hazardous materials and/or landfills?
X
16
Does the project require work encroaching and adversely effecting a
regulatory floodway or work affecting the base floodplain (100-year flood)
elevations of a water course or lake, pursuant to Executive Order 11988 and
23 CFR 650 subpart A?
X
17
Is the project in a Coastal Area Management Act (CAMA) county and
substantially affects the coastal zone and/or any Area of Environmental
Concern (AEC)?
X
18
Does the project require a U.S. Coast Guard (USCG) permit?
X
19
Does the project involve construction activities in, across, or adjacent to a
designated Wild and Scenic River present within the project area?
X
14
Revised 4/25/17

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20
Does the project involve Coastal Barrier Resources Act (CBRA) resources?
X
Type III Actions (continued)
Yes
No
21
Does the project impact federal lands (e.g. USFS, USFWS, etc.) or Tribal
Lands?
X
22
Does the project involve any changes in access control?
X
23
Does the project have a permanent adverse effect on local traffic patterns or
community cohesiveness?
X
24
Will maintenance of traffic cause substantial disruption?
X
25
Is the project inconsistent with the STIP or the Metropolitan Planning
Organization's (MPO's) Transportation Improvement Program (TIP) (where
applicable)?
X
26
Does the project require the acquisition of lands under the protection of
Section 6(f) of the Land and Water Conservation Act, the Federal Aid in Fish
Restoration Act, the Federal Aid in Wildlife Restoration Act, Tennessee Valley
Authority (TVA), Tribal Lands, or other unique areas or special lands that were
acquired in fee or easement with public -use money and have deed restrictions
or covenants on the property?
X
27
Does the project involve Federal Emergency Management Agency (FEMA)
buyout properties under the Hazard Mitigation Grant Program (HMGP)?
X
28
Is the project considered a Type I under the NCDOT's Noise Policy?
X
29
Is there prime or important farmland soil impacted by this project as defined by
the Farmland Protection Policy Act (FPPA)?
x
30
Are there other issues that arose during the project development process that
effected the project decision?
X
G. Additional Documentation as Required from Section F
Question 1 - Does the project involve potential effects on species listed with the US Fish
and Wildlife Service (USFWS) or National Marine Fisheries (NMFS)?
As of June 27, 2018, the United States Fish and Wildlife Service (USFWS) lists nine
federally protected species, under the Endangered Species Act (ESA) for Robeson and
Cumberland Counties. One additional species, Atlantic pigtoe, was proposed for listing on
October 11, 2018 for Cumberland County. However, it has not been officially listed yet. For
each species, a determination of the presence or absence of habitat is included below
along with the Biological Conclusion rendered based on survey results in the study area.
15 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
ESA federally protected species listed for Robeson and Cumberland Counties
Scientific
Name
Common Name
County
Federal
Status
Habitat
Present
Biological
Conclusion
Alligator
mississippiensis
American
alligator
Cumberland
/Robeson
T(S/A)Yes
Not
Required
Notropis
mekistocholas
Cape Fear
shiner
Cumberland
E
Undetermined
No Effect
Picoides
borealis
Red -cockaded
woodpecker
Cumberland
/Robeson
E
Yes
No Effect
Mycteria
americana
Wood stork
Robeson
T
Yes
May Affect,
Not Likely to
Adversely
Affect
Neonympha
mitchellii
francisci
Saint Francis'
satyr buttefly
Cumberland
E
No
No Effect
Schwalbea
americana
American
chaffseed
Cumberland
E
Yes
No Effect
Rhus michauxii
Michaux's
sumac
Cumberland
/Robeson
E
Yes
No Effect
Lindera
melissifolia
Pondberry
Cumberland
E
Yes
No Effect
Lysimachia
asperulaefolia
Rough -leaved
loosestrife
Cumberland
E
Yes
No Effect
Fusconaia
masoni
Atlantic pigtoe
Cumberland
PT
No
Not
Required At
This Time
E - Endangered
T - Threatened
T(S/A) - Threatened due to similarity of appearance
PT — Proposed Threatened
Wood Stork:
The Biological Conclusion for the Wood stork (Mycteria americana)is May Affect, Not
Likely to Adversely Affect. Suitable habitat for the Wood stork is present in the study area
in the form of wetlands, swamps and canals; however, no individuals or nests were
observed during site visits conducted July 7 and 21, August 4, 11, and 18, 2018. A review
of NCNHP records updated on September 24, 2019 indicates no known occurrences
within 1.0 mile of the study area. Per Division 6 coordination with USFWS, the biological
conclusion for Wood stork in areas with habitat is May Affect, Not Likely to Adversely
Affect.
Atlantic Pigtoe:
A Biological Conclusion for the Atlantic pigtoe (Fusconaia masoni) is not required at this
time. Habitat for the Atlantic pigtoe is not present within the study area. All streams are
slow moving swamp fed systems with silt and detritus for substrate instead of clean,
coarse sand and gravel as required by the Atlantic pigtoe. A review of NCNHP records on
September 24, 2019 indicates no known occurrences within 1.0 mile of the study area. A
16 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
search of the USFWS IPaC data base indicated that the Atlantic pigtoe is not listed within
the study area. Based on these findings and no documented occurrences, this project will
have no effect on the Atlantic pigtoe.
Question 12 - Does the project require a U.S. Army Corps of Engineers (USACE) Individual
Section 404 Permit?
Under the current Section 404 permitting requirements, it is expected the project will
require an Individual Permit (IP). In general, the USAGE Wilmington District issues an IP
for projects that result in 0.5 acre or more of fill to Waters of the US or 300 linear feet or
more of stream impacts or if the project is considered by the agency to be a major action.
This permit requires a full public interest review, including public notices and coordination
with involved agencies, interested parties, and the general public. The final decision
regarding the type of permit required to construct the project rests with the USACE.
The proposed project did not follow the formal NEPA/Section 404 Merger Process during
project development due to the nature of the proposed improvements. Most of the
proposed widening is contained within the current right of way limits, although limited
additional right-of-way will need to be acquired where interchanges are being modernized
at Exits 25, 31, and 33. Additional right-of-way will also need to be acquired along cross
streets in order to replace existing grade separations at Powersville Road (SR 1529),
McDuffie Crossing Road (SR 1758), Great Marsh Church Road (SR 1006), McRainey
Road (SR 1726), and Parkton Tobermory Road (SR 1723). The overpasses are
considered functionally obsolete and the pier locations of the existing structures cannot
accommodate the proposed widened 1-95 cross section. Finally, additional right-of-way
acquisition could be expected where parallel service roads may be relocated. As currently
designed, these additional acquisitions would be needed to shift Cedar Grove Church
Road (SR 1760) to the west and Oakland Road (SR 1980) to the east.
Coordination with agency stakeholders began with the distribution of Start of Study letters,
continued with a formal Agency Introduction Meeting, and has continued further with field
meetings to determine location of wetlands and streams in the project area. Minimization
of unavoidable impacts will continue to be considered as designs for the project advance
to right-of-way plans.
Question 14 - Does the project include Section 106 of the National Historic Preservation
Act (NHPA) effects determination other than a no effect, including archaeological remains?
Are there project commitments identified?
Although no architectural survey is required for the project and archaeological surveys concluded
the project will not adversely impact any significant or potentially significant archaeological
resources, the Catawba Indian Nation asked to be notified if Native American artifacts and/or
human remains are located during the ground disturbance phase of the project. The Catawba
Indian Nation had no immediate concerns with regard to traditional cultural properties, sacred sites
or Native American archaeological sites within the boundaries of the proposed project.
Question 15 - Does the project involve hazardous materials and/or landfills?
The NCDOT GeoEnvironmental Section identified twenty-four (24) sites of concern within the
project study area. Low monetary and scheduling impacts are anticipated if any of the sites are
impacted by the final project design.
17 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Question 16 - Does the project require work encroaching and adversely effecting a
regulatory floodway or work affecting the base floodplain (100-year flood) elevations of a
water course or lake, pursuant to Executive Order 11988 and 23 CFR 650 subpart A?
The proposed project is anticipated to impact floodways and 100-year floodplain. As such,
appropriate special coordination commitments are included on the greensheets.
Question 18 - Does the project require a U.S. Coast Guard (USCG) permit?
None of the area streams crossed by 1-95 within the project area are navigable.
Appropriate information has been submitted to USCG from FHWA to claim jurisdiction over
the bridges to be replaced over waterways.
Question 24 - Will maintenance of traffic cause substantial disruption?
The project involves constructing two additional lanes in each direction as well as multiple
interchange re -configurations. Additionally, multiple grade separations will be replaced.
Traffic maintenance will likely cause periodic disruption that will be minimized through
developing work zone traffic control plans and coordinating with localities as design
continues. Use of off -site detours is not anticipated for extended periods of time, however,
further design needs to be completed to provide a more definitive assessment.
Question 27 - Does the project involve Federal Emergency Management Agency (FEMA)
buyout properties under the Hazard Mitigation Grant Program (HMGP)?
Two existing reinforced concrete box culverts are recommended to be enlarged and
replaced at the south end of the project near Exit 20 (NC 211/North Roberts Avenue). The
culverts carry Meadow Branch and Fivemile Branch beneath 1-95, Dawn Drive, and Kahn
Drive. The property owner at the ends of each culvert are identified as the City of
Lumberton and the culverts are located within the 100-year floodplain. Outreach to the City
of Lumberton has been made, and a determination of whether the properties were
purchased using Hazard Mitigation Grant funds is forthcoming. NCDOT Division 6 will
continue to coordinate with the City of Lumberton and other stakeholders as hydraulic
design continues.
Question 28 - Is the project considered a Type I under the NCDOT's Noise Policy?
The project meets the conditions as a Type I project under the NCDOT Noise Policy. As
such, a noise evaluation has been conducted and mitigation measures have been
identified (See Special Project Information in Section E).
Question 29 - Is there prime or important farmland soil impacted by this project as defined
by the Farmland Protection Policy Act (FPPA)?
Farmland soils eligible for protection under FPPA are present within the project footprint.
Based on the current functional design slope stakes plus 25 feet (minus areas lying within
the Fayetteville Urbanized area and within the future 1-295 Fayetteville Outer Loop right-of-
way), 21.0 acres of prime farmland and 13 acres of farmland of statewide importance are
expected to be impacted.
18 Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
A preliminary screening of farmland conversion impacts in the project area has been
completed (NRCS Form CPA-106 for corridor projects, Part VI only) and a total score of 29
out of 160 points was calculated for the 1-5987 project site. Since the total site assessment
score does not exceed the 60-point threshold established by NRCS, farmland conversion
impacts may be anticipated, but are not considered notable.
19 Revised 4/25/17

DocuSi.n Envelo•e ID: 76C248A9-01 D1-42E0-83C5-E086ED1224FC
H. Project Commitments
Robeson and Cumberland Counties
1-95 Widening from Exit 22 to Exit 40
Federal -Aid Project No. NHP-0095(056)
WBS No. 47533.1.1
STIP No. 1-5987
Division 6 — Catawba Indian Nation Coordination
The Catawba Cultural Preservation Project had no immediate concerns, but requested
notification if Native American artifacts and/or human remains are located during the
ground disturbance phase of the project.
Division 6 — Town of Saint Pauls and Other Local Stakeholder Coordination
The Division will continue appropriate coordination with the Town of St. Pauls and other
relevant stakeholders as hydraulic design for the project continues. Results of modeling
relevant to changes in drainage due to the project will be shared with local stakeholders.
Division 6 — Robeson and Cumberland Counties Work Zone Traffic Control Plan
Coordination
In order to minimize and/or mitigate known multi -modal congestion issues that have
historically affected emergency response and area schools when 1-95 traffic is detoured
along alternate routes in the area, NCDOT Division 6 will coordinate directly with local
emergency management and local schools transportation officials in the development of
work zone traffic control plans.
NCDOT Hydraulics Unit — Floodplain Mapping Coordination
The NCDOT Hydraulics Unit will coordinate with the North Carolina Floodplain Mapping
Program (FMP), the delegated state agency for administering FEMA's National Flood
Insurance Program, to determine the status of the project with regard to the applicability of
NCDOT's Memorandum of Agreement with the FMP or approval of a Conditional Letter of
Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR).
Division 6 — As -Built Construction Plans
The Division shall submit sealed as -built construction plans to the Hydraulics Unit upon
completion of project construction certifying that the drainage structures and roadway
embankments that are located within the 100-year floodplain were built as shown in the
construction plans, both horizontally and vertically.
Division 6 — Powersville Road Bicycle Accommodations
In accordance with the NCDOT Complete Streets Policy Guidance (August 2019), the
Powersville Road replacement structure and approach should be designed to
accommodate bicycle facility improvements identified in the adopted Lumberton CTP,
including a minimum 4-foot paved shoulder and 54-inch bridge railings.

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Categorical Exclusion Approval
STIP Project No.
WBS Element
Federal Project No.
Prepared By:
11/12/2019
Date
Prepared For:
Reviewed By:
11/12/2019
Date
1-5987
47533.1.1
NHP-0095(056)
DocuSigned / by:
13?,1 %*t. VlRNW O
Brian F. f d111 ;3 5t, Senior Project Development Engineer
NV5 Engineers and Consultants
NCDOT Division 6
DocuSigned by:
jagMt,S J r& b
James J. Rerco, rho ect Development and Environmental Analysis Engineer
NCDOT Division 6
NCDOT certifies that the proposed action qualifies as a Type III Categorical
Exclusion.
11/13/2019
Date
FHWA Approval:
11/14/2019
Date
p- DocuSigned by:
Gv by y f viA,s
Greg Burns eFfEroiJ ion Engineer
NCDOT Division 6
DocuSigned by:
ert
John F. Su ivanE21PP,3 , Division Administrator
Federal Highway Administration
21
Revised 4/25/17

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Appendix A
STIP Project 1-5987 November 2019
Categorical Exclusion

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
A rfabia Rd lsR 1003)
Town
Lumber
Bridge
Town of
Rennert
Springs
LRobeson and
umberland Counties
City
Lumberton
Fayetteville
of
Hopeopills,•
t
CUMBERLAND
BLADEN
Study Area
i own
Tar
3 1.5 0 3
Miles
1 inch = 3 miles
Source: NCDOT, NCDEQ, CALYX Engineers and Consultants
Figure Date: 10/28/2019
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
1-95 Widening from
US 301 (Exit 22) in Robeson County to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 1 - Project Vicinity

DormSinn Envelone ID• 76C248A9-01 D1-42E0-83C5-E086FD1224FC
Map index
Preliminary Study Area
Interstate
US Route
NC Route
Major Road
Local Road
Town of
St. Pauls
Municipal Boundary
County Boundary
Town of
Parkton
NORTH CAROLINA DEPARTMENT
'1 OF TRANSPORTATION
DIVISION 6
1.5 0.75 0 1.5 Miles
1 inch = 1.5 miles
Scarce: NC DOT. NCOneMap. CALYX Engineers and Consultant*
Figure Date. 1Ol31O2O1g
Town of
Hope Mills
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 2 - Environmental Features Index

DocuSinn Fnvalnna ID• 7BC94RA9-011)1-49F0-R3e5-FOABFr)1994FC
CI
Preliminary Study Area cf
Proposed Edge of Travel ttt
Proposed Slope Stakes
Proposed Right of Way fl
Proposed Culvert O
Proposed Bridge 0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Ge oe nv iron me nta l
Site of Concern
•
Government Facility
National Guard
*, Park
eRecycling Center
School
•
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
Ili Historic Property (SL) —1—I Railroad
L. Gilbert Carroll
Middle School
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbody
NCDEQ Waterbody
Floodway
100-Year Floodplain
Wellhead Protection
Area
Solar Farm
Park
Conservation Easement
L___J
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
Municipal Boundary
County Boundary
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
tin=800ft
Spline: NCOEO, N000T, NCHPO, NCFMP. NCNHP, NCOneMap, USFWS,
Googie. CALYX Engineers and Consultants Figure pate: lt/i/2019
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 2A - Environmental Features

DocuSign FnvaIone ID• 76C248A9-01 D1-42E0-83C5-E08BFD1224FC
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
i
n
Q
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Germ nv iron me nta l
Site of Concern
a Government Facility
• National Guard
• Park
Recycling Center
School
NPOES Stormwater
Permit (Active)
. Public Water
Supply Source
A
Communication Tower
Electric Substation
Road
II Historic Properly (SL) —1-1 Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbody
NCDEQ Waterbody
1 1
Floodway
100-Year Floodplain
Wellhead Protection
Area
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Solar Farm Parcel
Park • Municipal Boundary
Conservation Easement r ] County Boundary
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
1 in = 800 ft
Source: NCOEQ. NCODT, NCHPO, NCFMP, NCNHP. NC4neMap, USFWS,
Google. CALYX Engineers and Consultants Figure pats' 7till2019
m
r:
II
Magnolia
Elementary
School
1-95 Widening from
US 301 in Robeson County (Exit 22) to
}-95 Business (Exit 40) in Cumberland County.
Si1P Project 1-5987
Robeson and Cumberland Counties
Figure 2B - Environmental Features

DocuSinn FnvaInnn ID• 76C94RA9-01 r)1-49F0-R3C5-FORE F1l1994FC
CI
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
13
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Ge oe nv iron me nta l
Site of Concern
1111 Government Facility
• National Guard
• Park
• Recycling Center
NPDES Stornnvater
Permit (Active)
. Public Water
Supply Source
Communication Tower
Electric Substation
jSchool Road
PI Historic Properly (SL) —1—I Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbody
NCDEQ Waterbody
Floodway
1DD-Year Floodplain
Wellhead Protection
Area
Solar Farm Parcel
Park •• •1 Municipal Boundary
Conservation Easement L_] County Boundary
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
tin=BOO ft
m
Scurce: NCIEO. NCp0T, NCHPO, NCFMP, NCNHP. NCCneMap, USFWS,
Gnogle. CALYX Engineers and Consultants Figure pate: 1t/1/2019
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
Si1P Project 1-5967
Robeson and Cumberland Counties
Figure 2C - Environmental Features

DocuSign Fnvp f• 7FC;24RAQ-(11111-42Fn-R3C5-FfPR,FI11224Fn
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
i
n
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Germ nv iron me nta!
Site of Concern
•
420
Government Facility
National Guard
Park
Recycling Center
School
•
A
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
Historic Property (SL) —I—I Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Floodway
100-Year Floodplain
Wellhead Protection
Area
Solar Farm
- Delineated Waterbody Park
NCDEQ Waterbody
Conservation Easement
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
Municipal Boundary
County Boundary
NORTH GAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
tin=S00ft
m
Source: NCOE4. NCDOT, NCHPO, NCFMP, NCNHP. NCOneMap, USFWS,
Google. CALYX Engineers and Consultants Figure Pate' 111112019
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
Si1P Project 1-5987
Robeson and Cumberland Counties
Figure 2D - Environmental Features

DocuSinn FnvaIrna ID• 7BC94RA9-011-11-49F0-R3e5-FOFIRFr)1994FC
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
0
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Geoenvironmenta!
Site of Concern
la Government Facility
SNational Guard
0 Park
Recycling Center
School
•
A
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
I 1 Historic Property (SL) —1—I Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbody
NCDEQ Waterbody
I Park
Floodway
100-Year Floodplain
Wellhead Protection
Area
Big Marsh Swamp
Natural Heritage Area
MI National Register
Historic Boundary
Building Footprint
Solar Farm i Parcel
Municipal Boundary
Conservation Easement i ] County Boundary
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
tin = 800 ft
Source: NCOEO. NCOOT, NCHPO, NCFMP, NCNHP. NCOneMap, t1SFWS,
Googie. CALYX Engineers and Consultants Figure Pate: 11/1/2019
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 2E - Environmental Features

DocuSian Fnvplone ID: 76C24RA9-01 D1-42E0-83C5-E086Ffl1224FC
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SS •'
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Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
n
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Geoe nv iron me nta l
Site of Concern
)�[ Government Facility A
• National Guard •
0 Park A
Recycling Center A
School
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
I@ Historic Properly (SO —1—I Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbady
NCDEQ Waterbody
Floodway
100-Year Floodplain
Wellhead Protection
Area
Solar Farm
Park
Conservation Easement
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
j Municipal Boundary
County Boundary
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
in=800ft
Source: NCDEQ, NCOOT, NCHPO, NCFMP, NCNHP. NGOneMap, USFWS,
Google. CALYX Engineers and Consultants Fgure Pate' 111312019
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County-
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 2F - Environmental Features

DocuSinn Fnv InnA ID• 7BC24RA9-01 D1-42E0-83C5-E086FD1224FC
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
Ell
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Geoe nv iron me nta l
Site of Concern
11:11 Government Facility
iNational Guard
0 Park
Recycling Center
jSchool
g•
A
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
IN Historic Property (SO —1—I Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbody
NCDEQ Waterbody
Floodway
100-Year Ftoodplain
Wellhead Protection
Area
Solar Farm
Park
Conservation Easement
L---J
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
Municipal Boundary
County Boundary
NORTH GAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
tin= 800 ft
Source: NCDEC, NCODT, NCHPO, NCFMP, NCNHP. NCOneMap, USFWS,
Google. CALYX Engineers and Consultants Fgura pate' 11/112019
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
Si1P Project 1-5987
Robeson and Cumberland Counties
Figure 2G - Environmental Features

DocuRirrn FnvpIr pp In. 7FC24RAA-ni r)1-49Fn-aRes-FnasFI11994FC
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
tttt
i
n
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Ge oe nv iron me nta l
Site of Concern
j, Government Facility
• National Guard
0 Park
t9 Recycling Center
School
•
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
.r Historic Properly (SL) —1—I Rafted
Delineated Stream
NCDEQ Stream
'Delineated Wetland
NWI Wetland
Delineated Waterbady
NCDEQ Waterbody
Floodway
100-Year Flaodplain
Wellhead Protection
Area
Solar Farm
Park
Conservation Easement
L___J
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
Municipal Boundary
County Boundary
Fayetteville Outer
Loop (U-2519)
Proposed ROW
__ NORTH CAROLINA
DEPARTMENT OF
6
TR
ANSPORTATION
DIVISION
R
wx
800 400 0 800 Feet
tin=BOO R
source: NCOEC, NCOOT, NCHPO, NCFMP• NCNHP. NC4neMap, USFWS,
Google. CALYX Engineers and Consultants Figere nate' I Ir2019
m
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County-
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 2H - Environmental Features

DocuSinn Fnvalnna In• 7BC24RA9-011)1-42F0-R2C5-FOREF1l1224FC
CI
Fayetteville Outer
Loop (U-2519)
Proposed ROW
Preliminary Study Area 1 Assisted Living Facility .111I
Proposed Edge of Travel ttt Cemetery 0
Proposed Slope Stakes t Church
Proposed Right of Way 0 Daycare e
Proposed Culvert 0 Firestation
Proposed Bridge 0
Ge ae nv iron me n to l
Site of Concern
.. • t.,-i r..\ - ' _ • „..4.
.0. , _ 4,..
, .... ,dr, ---,,--...
_........,:,
----,, • .., • .......,-..,N
Government Facility
National Guard
Park
Recycling Center
School
.41
110
NPDES Stormwater
Permit (Active)
PubEic Water
Supply Source
Communication Tower
Electric Substation
Road
Historic Property (SL)---1--1 Railroad
Delineated Stream
NCDEQ Stream
Delineated Wetland
WWI Wetland
Delineated Waterbody
NCDEQ Waterbody
;:ter .
y''
S il,.
.! ."
1 ` r - e ,,r,t
\O
,,-.).:,-\. ' 7 . AV‘�i bfkaft, Se
JiiwiviIiiiiT!
-
Floodway
100-Year Floadplain
Wellhead Protection
Area
Solar Farm
Park
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
Municipal Boundary
Conservation Easement-_-� County Boundary
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
in=800ft
SOurca: NCOEQ, NCOOT, NCHPO, NCFMP, NCNHP. NCOneMap, USFWS.
Gadgia. CALYX Engineers and Co nsutta nts Figure pate: 111112019
m
akezadir
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 21 - Environmental Features

DocuSinn FnvaIone ID: 76C24RAa-o1D1-42E0-83C5-E086Ffl1224FC
Preliminary Study Area
Proposed Edge of Travel
Proposed Slope Stakes
Proposed Right of Way
Proposed Culvert
Proposed Bridge
ttt
i
El
0
0
Assisted Living Facility
Cemetery
Church
Daycare
Firestation
Geoenvironmental
Site of Concern
Ea Government Facility
• National Guard
• Park
• Recycling Center
School
•
A
NPDES Stormwater
Permit (Active)
Public Water
Supply Source
Communication Tower
Electric Substation
Road
• Historic Property (SL) —l-1 Railroad
->tl
Delineated Stream
NCDEQ Stream
Delineated Wetland
NWI Wetland
Delineated Waterbody
NCDEQ Waterbody
Floodway
100-Year Floodplain
Wellhead Protection
Area
Solar Farm
Big Marsh Swamp
Natural Heritage Area
National Register
Historic Boundary
Building Footprint
Parcel
Park �•—. . Municipal Boundary
Conservation Easement County Boundary
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 6
800 400 0 800 Feet
tin=BOO ft
source: NCPEQ. NCOOT, NCHPO, NCFMP• NCNHP• NC4naMap, USFWS,
Googla. CALYX Engineers and Consultants Figera Pate: 11A/2019
e
1-95 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Figure 2J - Environmental Features

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Interchange Concepts Evaluated
at Exit 25 (U.S. 301)
1-95 Widening from
US 301 (Exit 22) in
Robeson County to
1-95 Business (Exit 40)
in Cumberland County
STIP Project 1-5987
Robeson and Cumberland Counties
300
150
Study Area
Proposed Edge of Travel
and Lane Lines
Proposed Bridge
Proposed Concrete Island
Delineated Stream
Delineated Wetland
Delineated Pond
Parcel
0
300 Feet
1 inch = 300 feet
„ •, NORTH CAROLINA DEPARTMENT
'1 OF TRANSPORTATION
DIVISION 6
Figure 3A
Partial Cloverleaf Interchange
with Five -Leg Roundabouts

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Interchange Concepts Evaluated
at Exit 25 (U.S. 301)
1-95 Widening from
US 301 (Exit 22) in
Robeson County to
1-95 Business (Exit 40)
in Cumberland County
STIP Project 1-5987
Robeson and Cumberland Counties
300
150
Study Area
Proposed Edge of Travel
and Lane Lines
Proposed Bridge
Proposed Concrete Island
Delineated Stream
Delineated Wetland
Delineated Pond
Parcel
0
300 Feet
1 inch = 300 feet
\ , NORTH CAROLINA DEPARTMENT
'1 OF TRANSPORTATION
Ik DIVISION 6
Figure 3B
Diamond Interchange
with Five -Leg Roundabouts

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Interchange Concepts Evaluated
at Exit 25 (U.S. 301)
1-95 Widening from
US 301 (Exit 22) in
Robeson County to
1-95 Business (Exit 40)
in Cumberland County
STIP Project 1-5987
Robeson and Cumberland Counties
300
150
Study Area
Proposed Edge of Travel
and Lane Lines
Proposed Bridge
Delineated Stream
Delineated Wetland
Delineated Pond
Parcel
0
300 Feet
1 inch = 300 feet
mw„n�, NORTH CAROLINA DEPARTMENT
idip
'1 OF TRANSPORTATION
Ik i DIVISION 6
Figure 3C
Diamond Interchange
with Four -Leg Roundabouts

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Interchange Concepts Evaluated
at Exit 25 (U.S. 301)
1-95 Widening from
US 301 (Exit 22) in
Robeson County to
1-95 Business (Exit 40)
in Cumberland County
STIP Project 1-5987
Robeson and Cumberland Counties
300
150
Study Area
Proposed Edge of Travel
and Lane Lines
Proposed Bridge
Proposed Concrete Island
Delineated Stream
Delineated Wetland
Delineated Pond
Parcel
0
300 Feet
1 inch = 300 feet
mw„n�, NORTH CAROLINA DEPARTMENT
idip
'1 OF TRANSPORTATION
Ik DIVISION 6
Figure 3D
Diamond Interchange
with Four -Leg Roundabouts
and Cul-de-Sac

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Appendix B
STIP Project 1-5987 November 2019
Categorical Exclusion

U.S. Army Corps of Engineers (USACE)
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
33 CFR 325. The proponent agency is CECW-CO-R.
FormApproved-
OMB No. 0710-0003
Expires: 01-08-2018
The public reporting burden for this collection of
for reviewing instructions, searching existing data
information. Send comments regarding the burden
at [e-mail]
information, OMB Control Number 0710-0003, is estimated to average 11 hours per response, including the time
sources, gathering and maintaining the data needed, and completing and reviewing the collection of
estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services,
. Respondents should be aware that notwithstanding any other provision of law, no person shall
a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT
EMAIL.
be subject to any penalty for failing to comply with
RETURN YOUR APPLICATION TO THE ABOVE
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10,
Section 103, 33 USC 1413; Regulatory Programs
will be used in evaluating the application for a permit.
local government agencies, and the public and
is voluntary, however, if information is not provided
reproducible copies which show the location and
and be submitted to the District Engineer having
System of Record Notice (SORN). The information
and may be accessed at the following website:
33 USC 403; Clean Water Act, Section
of the Corps of Engineers; Final
Routine Uses: This information
may be made available as part of
the permit application cannot
character of the proposed activity
jurisdiction over the location of the
received is entered into our permit
http://dpcld.defense.gov/Privacy/SORNslndex/DOD-wide-SORN-Article-View/Article/570115/a1145b-ce.aQ
404, 33
Rule 33 CFR
may be shared
a public notice
be evaluated nor
must be attached
proposed activity.
tracking
USC 1344; Marine Protection,
320-332. Principal Purpose: Information
with the Department of Justice
as required by Federal law. Submission
can a permit be issued. One
to this application (see sample
An application that is not
database and a SORN has been
Research, and Sanctuaries Act,
provided on this form
and other federal, state, and
of requested information
set of original drawings or good
drawings and/or instructions)
completed in full will be returned.
completed (SORN #A1145b)
(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 BY APPLICANT)
5. APPLICANT'S NAME
First - Gregory Middle -W. Last - Price
Company - North Carolina Department of Transportation (NCDOT)
E-mail [e-mail]
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Jennifer Middle -W. Last - Harrod
Company - NV5 Engineers and Consultants, Inc.
E-mail Address [e-mail]
6. APPLICANT'S ADDRESS:
Address- P.O. Box 1150
City - Fayetteville State - NC Zip - 28302 Country -USA
9. AGENTS ADDRESS:
Address- 3300 Regency Parkway #100
City - Cary State - NC Zip - 27518 Country -USA
7. APPLICANTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
[phone]
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
[phone] [phone]
STATEMENT OF
11. I hereby authorize. Jennifer Harrod to act in my behalf as
AUTHORIZATION
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)
STIP I-5987 - Widen I-95 to eight lanes from US 301 (Exit 22) to south of the proposed I-295 interchange
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Big Marsh/Buckhorn/Tenmile Swamps; Brisson/Cowpen Branch
14. PROJECT STREET ADDRESS (if applicable)
Address Robeson County
City - Lumberton/St. Pauls State NC Zip-
15. LOCATION OF PROJECT
Latitude: oN 34.80138 Longitude: .W -78.99049
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, MAY 2018
PREVIOUS EDITIONS ARE OBSOLETE.
Page 3 of 1

17. DIRECTIONS TO THE SITE
Please see attached Project Location Map (Attachment H) for general location.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to widen existing I-95 to an eight -lane median divided facility on
existing location from US 301 (Exit 22) to south of the proposed I-295 interchange in Robeson County, North Carolina (STIP I-5987). The
project is approximately 15.7 miles in length.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Improvements to this portion of I-95 will help relieve congestion, improve mobility, and improve the resiliency of this corridor to storm
events, such that it can continue to serve as a primary East Coast route. In addition to improving traffic conditions, sections of I-95 within the
project limits have experienced significant storm related flooding resulting in total closure of the interstate for multiple days. Roadway and
bridge improvements will be needed to make the corridor more resilient to future flood events.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Roadway fill, pipe/culvert installation and bridge construction.
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
Fill dirt - amount TBD Soil - amount TBD Rip rap - amount TBD
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 14.403 acres of Wetlands
or
Linear Feet 2,099 linear feet of Streams
23. Description of Avoidance, Minimization, and Compensation (see instructions)
The project was evaluated for ways to reduce adverse impacts to streams and wetlands. The following have been implemented for the project:
NCDOT's BMPs for Protection of Surface Waters to maximum extend possible; Stormwater designed to avoid direct discharge to
jurisdictional features to extent practicable; Minimized "in stream" activities; Pipes via Trenchless installation built offline; Stormwater
design velocities entering jurisdictional wetlands habe been mitigated to be non -erosive (less than 2 fps). Unavoidable impacts to Water of
the U.S. will be offset by compensatory mitigation provided by the North Carolina Department of Environmental Quality (NCDEQ) Division
of Mitigation Services (DMS).
ENG FORM 4345, MAY 2018
Page 3 of 2

24. Is Any Portion of the Work Already Complete? Yes n No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody Of more than can be entered here, please attach a supplemental list).
a. Address- See Application
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
IDENTIFICATION
NUMBER
AGENCY TYPE APPROVAL*
See Application
* Would include but is not restricted to zoning, building, and flood plain permits
DATE APPLIED DATE APPROVED DATE DENIED
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, MAY 2018 Page 3 of 3

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Project Trac1i, i, No. (hrterrral Elm)
18-10-0036
HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
1-5987
County:
Cumberland and Robeson
W.SS No.:
47533.1.1
Document
Type:
Fed. Aid No:
Not provided in review
request
Funding:
State X Federal
Federal
Permit(s):
X Yes No
Permit
Type(s):
USACE
Protect Description: Widen 1-95 from US 301
in Robeson County (Exit 22) to 1-95
off -site detour specified in review
Business in Cumberland County (Exit 40) (no
request).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions: HPOWeb reviewed on 15 November
2018 and 22 March 2019 and yielded one S5, one SL, and no NR, DE, or LD properties in the
Area of Potential Effects (APE). Cumberland and Robeson Counties current GIS mapping, aerial
photography, and tax information indicated a partly developed APE of woodland and wetland
and, cultivated fields, with above -ground resources dating from the late -nineteenth century to
the 2010s (viewed 15 November 2018 and 22 March 2019). Of 233 resources, approximately
77% are residential in use, the remainder are commercial, plus several churches and
cemeteries. Approximately 72% of all resources pre -date 1970 and are unexceptional examples
(many are also altered) of their types. In 2016 HPD determined the previously recorded
Robeson House (RB0675) not eligible for listing in the National Register of Historic Places, a
finding that remains valid. The APE intersects the undeveloped eastern edge of a large parcel
on which stands the study -listed Dr. Stephen B. Rozier House (RB0529), well outside the APE
and beyond likely project impact with broad swaths of wetland and woodland intervening. The
study area also contains seventeen bridges in Robeson County (built between 1959 and 2015)
and five in Cumberland County (built between 1959 and 1980), all of which are not NR eligible
as they are neither aesthetically nor technologically significant. Four cemeteries are located
within the study area and, while not NR-eligible, should be afforded the usual protection during
construction: Adams Cemetery (between US 301 and SR 2285 (Shipman Road), Cumberland
County Parcel ID: 0413-81-1246), cemetery (W. Broad Street, Robeson County PIN:
030836153200), Jason Odom Cemetery (W. Broad Street, Robeson County PIN:
030836247900), and Oak Ridge Cemetery (W. Broad Street, Robeson County PIN:
030836537200). Google Maps "Street View" confirmed the absence of critical historic structures
and landscapes in the APE (viewed 15 November 2018 and 22 March 2019).
No architectural survey is required for the project as currently defined.
Page 1 of 2
Histonc Archned UPC armort.urrr6cryex Nf1 St rk! EY REOtUHI:t3 j)ron for,Winor 7.ransfrrrltcINrnr Projects as (lrral!Jierl ri ihr 20U7l'rp,4rosmo(not•' ree:noir.

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landscape resources in the project
area: The APE equates with the study area established for the project, including the revisions of
January 2019. The comprehensive Cumberland County architectural survey (1970s) as well as
later studies for both Cumberland and Robeson Counties recorded no resources in the APE
apart from the two noted above. County GIS/tax materials and other visuals clearly illustrate
the absence of significant architectural and landscape resources. No National Register -listed
properties are located within the APE.
Should the project limits of any other aspect of the design change,
please notify NCDOT Historic Architecture as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) Previous Survey Info. [Photos ❑Correspondence EDesign Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
ar 44go/9
NCDOT Architectural Historian I Date
1-5987, Cumberland and Robeson Counties •
WBS No. 47533.1.1
PA Tracking No. 18-10-0036
Page 2of2
HistoicArch+tect+uc and f.andscryns Nl.Si1R6'!}'REOtIIRlif1(n,rrl./orhlirioi:7:+xlmp rruiion PreyeersaasQualified it the 2007Programmatic Agivo1i 1,

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
U-2519AB
TOWN,OF
HOP.E•MILLS
NTLt 'N OF PARISTON=
TT�� OF
LiJMBEI BRIDGE--�
Project Start
Robeson and
Cumberland Counties
U-2519AA
U-5797
Project End
B-5693
TOWN OF
TAR HEEL
Study Area
2.5 1.25 0 2.5
Miles
1 inch equals 2.5 miles
Smite: HCopi, NCOECL CALYX Erglneela end Cunsunan[v
Figure DHe: 107eg0 f8
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION e
1-85 Widening from
US 301 in Robeson County (Exit 22) to
1-95 Business (Exit 40) in Cumberland County.
STIP Project 1-5987
Robeson and Cumberland Counties
Protect Vicinity
-f k:w Iv41 • Vit-ta 0036

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
18-10-0036
NO NATIONAL REGISTER OF HISTORIC PLACES
ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
PRESENT OR AFFECTED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: I-5987
WBS No: 47533
F.A. No:
Federal Permit Required?
Project Description:
Widen Interstate 95 (I-95) from NC 50 (Chickenfoot Rd.) (Exit 41) in Cumberland County to NC
211 (N. Roberts Ave.) (Exit 20) in Robeson County. The project will widen I-95 from 4- to 8-
lanes by adding one lane towards the median and one on the outside in each direction. The Area
of Potential Effects (A.P.E.) is approximately 35 kilometers (22 miles) long and has a variable
width. The A.P.E. generally extends 60 meters (200 ft.) from the I-95 centerline on each side. The
width of the survey area varies at interchanges and overpasses to include realignment of service
roads and ramps and replacement of bridges.
County:
Document:
Funding:
Cumberland/ Robeson
FEDERAL CATEGORICAL
EXCLUSION
® State ❑ Federal
x
Yes ❑ No Permit Type: USACE
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed
the subject project and determined:
x
There are no National Register listed ARCHAEOLOGICAL SITES within the project's
area of potential effects.
No subsurface archaeological investigations are required for this project.
Subsurface investigations did not reveal the presence of any archaeological resources.
Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present
or affected by this project. (Attach any notes or documents as needed)
Brief description of review activities, results of review, and conclusions:
The archaeological survey report is in progress. Please see attached management summary of the
field results.
SUPPORT DOCUMENTATION
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 2

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
See attached: ❑ Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence
Other: Management summary
Signed:
CALEB SMITH
11/6/2019
NCDOT ARCHAEOLOGIST Date
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2 of 2

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
Appendix C
STIP Project 1-5987 November 2019
Categorical Exclusion

DocuSign Envelope ID: 76C248A9-01D1-42E0-83C5-E086ED1224FC
EIS RELOCATION REPORT
I
X
E.I.S. ❑ CORRIDOR
❑ DESIGN
North Carolina Department of Transportation
RELOCATION ASSISTANCE PROGRAM
WBS ELEMENT:
47533.1.1
COUNTY
Robeson/Cumberland
Alt. 1 Of 1
T.I.P. No.:
1-5987
F.A.PROJECT
NHP-0095(056)
DESCRIPTION OF PROJECT:
1 95 FROM US 301 to 1-95 Bus./301 Exit 40
ESTIMATED DISPLACEES
INCOME LEVEL
Type of
Displacees
Owners
Tenants
Total
Minorities
0-15M
15-25M
25-35M
35-50M
50 UP
Residential
2
0
2
2
0
0
0
2
0
Businesses
0
0
0
0
VALUE OF DWELLING
DSS DWELLING AVAILABLE
Farms
0
0
0
0
Owners
Tenants
For Sale
For Rent
Non -Profit
0
0
0
0
0-20M
0
$ 0-150
0
0-20M
3
$ 0-150
0
ANSWER ALL QUESTIONS
20-40M
0
150-250
0
20-40M
11
150-250
0
Yes
No
Explain all "YES" answers.
40-70M
2
250-400
0
40-70M
36
250-400
2
X
1. Will special relocation services be necessary?
70-100M
0
400-600
0
70-100M
39
400-600
3
2. Will schools or churches be affected by
100 UP
0
600 UP
0
100 UP
162
600 UP
21
X
displacement?
TOTAL
2
0
251
26
X
3. Will business services still be available
REMARKS (Respond by Number)
after project?
4. Will any business be displaced? If so,
indicate size, type, estimated number of
employees, minorities, etc.
5. Will relocation cause a housing shortage?
6. Source for available housing (list).
Local survey, Internet searches.
7. Will additional housing programs be
needed?
8. Should Last Resort Housing be
considered?
9. Are there large, disabled, elderly, etc.
families?
10. Will public housing be needed for project?
11. Is public housing available?
12. Is it felt there will be adequate DSS housing
housing available during relocation period?
13. Will there be a problem of housing within
financial means?
14. Are suitable business sites available (list
source).
3) Business services will remain available.
8) Last Resort Housing guidelines should be a consideration.
Where warranted, Last Resort Housing will be applied in
Accordance with the Uniform Relocation Act.
11) Need for public housing not anticipated but available
through local agencies.
12) Based on available housing, no shortage of DSS housing
is anticipated.
13) Any deficiency with housing within financial means will
be mitigated as appropriate with guidelines of the Uniform Act.
14) No businesses are displaced on this segment.
NOTES: Small cemetery located on parcel 25 affected by R/W.
Cell Tower on parcel 92 in close proximity to R/W.
Approximately 14 billboards located on project.
Convenience store located on parcel 80 will have impacts to
canopy. Tanks, however, are not located near proposed R/W.
It is not anticipated the convenience store will require full reloc.
X
X
X
X
X
X
X
X
X
X
15. Number months estimated to complete
RELOCATION?
9-12 months
--I? �� '�r rC s 8/20/19
1
Date
Right of Way Agent
Relocation Coordinator Date