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To:Kristi Lynn Carpenter ekristilynn.carpenterotncdenr.gov>
Subject:1-590UB Permit Mod
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
February 1st, 2021
US Army Corps of Engineers NC Department of Environmental Quality
Regulatory Field Office Wilmington Regional Office
69 Darlington Avenue 127 Cardinal Drive
Wilmington,NC 28403 Wilmington,NC 28405
Attention: Liz Hair Joanne Steenhuis
Regulatory Project Manager Environmental Senior Specialist
Subject: Modification Request of Phased Section 404 Individual Permit No. SAW-
2018-02276, Section 401 Water Quality Certification No. 4187, and Neuse
Riparian Buffer Authorization for the widening of I-95 to eight lanes from I-95
Business Route (Exit 56) to I-40 (Exit 81), in Cumberland, Harnett, and Johnston
Counties,
STIP No. I-5986. WBS 47532.1.2 and 47532.1.3
Reference: 1) Application for a Phased Section 404 Individual Permit, Section 401 Water
Quality Certification, and Neuse Riparian Buffer Authorization (Submitted
May 23, 2019)
2) Section 404 Individual Permit No. SAW-2018-02276 (Issued July 9, 2019)
3)Action Id. SAW-2018-02276 (PJD Issued August 19, 2019)
4)Action Id. SAW-2016-00682 (PJD Issued October 4, 2018)
5)Action Id. SAW-2016-00688 (PJD Issued October 4, 2018)
6)Action Id. SAW-2016-00689 (PJD Issued October 4, 2018)
7)Action Id. SAW-2018-02276 (Permit Modification Issued November 24, 2020)
8) Section 401 Water Quality Certification No. WQC004187,
Neuse River Buffer Permit with ADDITIONAL CONDITIONS,
NCDWR Project No. 20190214 (Issued May 30, 2019)
9)NCDWR Project No. 20190214 V2 Modification(Issued November 6, 2020)
Dear Madams:
The North Carolina Department of Transportation(NCDOT)proposes to widen existing I-95 to
an eight-lane median divided facility on existing location from Business Route 95 (Exit 56) in
Cumberland County north to Interstate 40 (Exit 81) in Johnston County. The project is
approximately 26 miles in length.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 558 GILLESPIE ST.
HIGHWAY DIVISION 6 Customer Service: 1-877-368-4968 FAYETTEVILLE,NC 28301
P.O.BOX 1550
FAYETTEVILLE,NC 28302 Website:www.ncdot.gov

This is a request for a modification of Section 404 Individual Permit No. SAW-2018-02276
(Issued July 9, 2019). Enclosed, you will find a project phasing map (Attachment A) for
locations of all sections in this phased modification application.
The purpose of this letter is to request modifications to a Section 404 Individual Permit and a
Section 401 Water Quality Certification. The modifications are needed to reflect the
development of final designs for multiple phases of the widening project located in Harnett and
Johnston Counties. In addition to this cover letter, the package includes the following: a State
Stormwater Management Plan (SMP), permit drawings, roadway plans and Division of
Mitigation Services (DMS) mitigation acceptance letter.
1.0 Purpose and Need
The portion of I-95 included in the I-5986 project is an important part of the local, regional, state,
and national transportation system.
• At a local level, I-95 functions as a major arterial that provides access to work and
school, parks and other recreational facilities, shopping venues, medical facilities, and
other destinations.
• Regionally, I-95 serves as an important route for commuters by connecting highways that
carry traffic into the Raleigh-Durham and Fayetteville metropolitan areas.
• I-95 serves as a transportation facility with statewide significance and has been
designated as a Strategic Highway Corridor(SHC)by NCDOT. Additionally, it is a vital
hurricane evacuation route and intersects with two hurricane evacuation routes (US 421,
I-40)within the I-5986 study area.
• Nationally, the I-95 corridor is designated as part of the National Highway Systems
(NHS) Strategic Highway Network(STRAHNET). STRAHNET sets to establish a
system of public highways providing access, continuity, and emergency transportation of
personnel and equipment in times of peace and war. The I-95 corridor links Fort Bragg,
located just off the corridor in the Fayetteville area, and the many other military facilities
located along the nation's east coast.
The portion of I-95 between Exits 56 and 81 has the highest average annual daily traffic (AADT)
along the facility with 2016 volumes reaching almost 60,000 vehicles a day in southern Johnston
County. The I-95 Planning and Finance Study Environmental Assessment(2012) forecast the
2040 Level of Service (LOS) along the I-5986 portion at I-95 at LOS F without widening to
eight lanes.
Since construction of I-95 began in the 1950s, American Association of State Highway and
Transportation Officials (AASHTO) interstate roadway design standards have changed. The I-95
Planning and Finance Study- Study Area Needs Assessment(2010)reviewed the I-95 corridor
in the I-5986 study area and identified places where decision sight distances, ramp designs,
vertical bridge clearances, and overall bridge conditions do not meet current standards.
The I-5986 project ensures that I-95 would remain a vital part of the transportation system. The
proposed project will widen I-95 to eight lanes, increasing capacity and achieving a LOS D or
2

better along the corridor. The project will also improve interchanges to meet current AASHTO
standards.
2.0 Project Description
The NCDOT is proposing to widen an approximate 26-mile portion of existing Interstate 95 to
an eight-lane median-divided facility on existing location through Cumberland, Harnett and
Johnston Counties,North Carolina. The proposed project begins approximately a half-mile south
of SR 1832/Murphy Road(Exit 55) where 4-lane I-95 will taper to 8-lanes at Business Route 95
(Exit 56)near Fayetteville in Cumberland County and extends north through Harnett County and
into Johnston County to the Interstate 40 interchange (Exit 81), north of the City of Benson. The
proposed project is listed in the approved 2018-2027 State Transportation Improvement Program
(STIP) as Project Number I-5986 and is federally funded. I-95 interchange improvements in
Harnett County associated with the project are NCDOT STIP No. I-5877, I-5878, and I-5883.
3.0 Summary of Impacts
Waters of the U.S.: Based upon Final Permit Drawings for the Proposed impacts to
jurisdictional areas for the I-5986B - Section 1 (I-5877), I-5986B - Section 2 (I-5878), I-5986B -
Section 3 (I-5883), and I-5986B - Section 4 (Johnston County) and I-5986A(Cumberland
County), there will be 18.595 aces of permanent wetland impacts and 6,052 linear feet of
permanent stream impacts.
Table 1. Summary of Water Resources Impacted
Proposed Total#of Total#of Buffer Rule
Section Design Stage LET Wetlands Streams Impacts
Impacted2 Impacted2 (Y/N)
I-5986B-Section 1 (I-5877)1 Final FY 2019 6 8 No
I-5986B-Section 2(I-5878) Final FY 2022 3 4 No
I-5986B-Section 3(I-5883) Final FY 2022 10 9 No
I-5986B-Section 4(Johnston County) Final FY 2022 7 7 Yes
I-5986A(Cumberland County) Final FY 2021 50 16 No
Totals 76 44
Notes:
1. Impacts at I-5986B—Section 1(I-5877)have not changed since final designs were presented in the initial permit application,
2. Features may be impacted at more than one Permit Site.
Table 2. Summary of Wetland Impacts
Section Design Stage Total Wetland Impacts Requiring
Impact Area(ac) Mitigation(ac)
I-5986B-Section 1 (I-5877)1 Final 1.362 1.362
I-5986B-Section 2(I-5878) Final 1.238 1.238
I-5986B-Section 3(I-5883) Final 0.854 0.854
I-5986B-Section 4(Johnston County) Final 2.707 2.707
I-5986A(Cumberland County) Final 12.434 12.434
Totals 18.595 18.595
Notes:
1. Impacts at I-5986B—Section 1(I-5877)have not changed since final designs were presented in the initial permit application,
3

Table 3. Summary of Stream Impacts
Section Design Stage Total Stream Impacts Requiring
Impacts(10 Mitigation(lt)
I-5986B-Section 1(I-5877)1 Final 1,465 1,208
I-5986B-Section 2(I-5878) Final 511 476
I-5986B-Section 3(I-5883) Final 1,062 1,042
I-5986B-Section 4(Johnston County) Final 1,277 1,201
I-5986A(Cumberland County)2 Final 1,737 1,299
Totals 6,052 5,226
Notes:
1. Impacts at I-5986B—Section 1(I-5877)have not changed since final designs were presented in the initial permit application.
4.0 Summary of Mitigation
NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible. The proposed construction of 1-5986 will result in unavoidable impacts to 18.595 acres
of wetlands (5.750 acres of non-riparian wetlands; 12.845 acres of riparian wetlands) and 5,226
linear feet of jurisdictional stream (4,514 linear feet of perennial stream and 712 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). Mitigation Acceptance Letters from
DMS for the anticipated impacts are included in Attachment C.
5.0 Project Schedule
The STIP I-5986 project has been combined with and will include proposed activities from three
additional separate interchange improvement projects. The entire 26-mile project corridor will be
broken down into five phased sections, with the corridor widening activities being combined
with the interchange improvements. The phases of the I-5986 project along with approximate
section limits, length and proposed construction letting are summarized in Table 4. This permit
modification request is being submitted with the final designs for Sections 2—4.
Table 4. I-5986 Project Phasing
Section Approximate Section Limits Approximate Construction
Length(mi) Letting
I-5986B-Section 1 (I- South of SR 1180(Bud Hawkins Road—Exit 70)to North of 3.3 May 2019
5877) SR 1002(Long Branch Road—Exit 71)
I-5986B-Section 2 South of SR 1793(Spring Branch Road—Exit 72)to 1.8 July 2021
(I-5878) North of US 421 (Cumberland Street—Exit 73)
I-5986B-Section 3 South of SR 1808(Jonesboro Road—Exit 75)to 3.6 July 2021
(I-5883) North of SR 1709(Hodges Chapel Road—Exit 77)
I-5986B-Section 4 North of SR 1709(Hodges Chapel Road—Exit 77)) 4 July 2021
(Johnston County) to I-40(Exit 81)
I-5986A(Cumberland I-95 Business Route(Exit 56)to South of SR 1811 (Bud 15.4 June 2020
County) Hawkins Road—Exit 70)
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6.0 NEPA Status
NCDOT approved the Categorical Exclusion(CE) for STIP I-5878 on February 7, 2018 and the
CEs for STIPs I-5877 and I-5883 were approved on February 15, 2018. The CE for the I-5986
project was approved by NCDOT on January 31, 2019. NCDOT has conducted multiple Public
Meetings listed in Table 5. NCDOT has held multiple 30%Hydraulic Design Review Meetings,
also listed in Table 5. NCDOT held the Initial Permit Drawings Review Meeting on December 4,
2018.
Table 5. Milestone Dates by Project
Section CE Signed Public Meeting Dates 30%Hydraulic Permit Drawings
Design Review Review _
I-5986B-Section 1 (I- STIP I-5877
5877) February 15,2018 April 17,2018 December 4,2018
I-5986B-Section 2(I- STIP I-5878 October 24,2017
5878) February 7,2018 October 18,2018 January 15,2019 December 19,2019
I-5986B-Section 3(I- STIP I-5883 November 8,2018
5883) February 15,2018 August 7,2018 December 19,2019
I-5986B-Section 4 May 21,2019 December 19,2019
(Johnston County) STIP I-5896 October 18,2018
I-5986A(Cumberland January 2019 November 8,2018 March 11,2020 May 13,2020
County)
7.0 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 reasonably foreseeable
transportation improvements.
8.0 Resource Status
The southern portion of the project through Cumberland and Harnett Counties is located in the
Cape Fear River Basin and lies within Hydrologic Unit Codes (HUCs) 03030004 (Sub basin
Upper Cape Fear) and 03030006 (Sub basin Black River). The northern portion of the project
through Johnston County is located in the Neuse River Basin and lies within HUC 03020201
(Sub basin Upper Neuse). This project is located within the Middle Atlantic Coastal Plain eco-
region. The project crosses Baker Swamp, Black River, Stony Run, Mingo Swamp, Hannah
Creek, and Driving Branch as well as several unnamed tributaries to waters of the US, and
multiple wetlands.
5

Based on field reviews of the delineation of Waters of the US (WOUS), including wetlands, the
USACE issued Preliminary Jurisdictional Determinations (PJD) (Table 6). In addition, on
October 11 and 12, 2018, the NCDWR issued an On-Site Determination for Applicability to the
Mitigation Rules (15A NCAC 2H .0506[h]) and On-Site Determination for Applicability to the
Neuse Buffer Rules (15A NCAC 2B .0233).
Table 6. Applicable Jurisdictional Determinations Issued by the USACE
STIP County Action Id. Date Issued U.S.G.S.Quad River Basin
I-5877 Harnett SAW-2016-00682 10/4/2018 Erwin Cape Fear
I-5878 Harnett SAW-2016-00688 10/4/2018 Dunn Cape Fear
I-5883 Harnett SAW-2016-00689 10/4/2018 Dunn — Cape Fear
Cumberland Vander,Stedman,Slocomb, Cape Fear
I-5986 Harnett SAW-2018-02276 8/15/2019 Wade,Erwin,Dunn,Benson Neuse
Johnston
8.1 Wetland Delineations
Wetland delineations were initially conducted for three interchange projects (STIP I-5877, I-
5878 &I-5883) in Harnett County. Field work for these delineations were carried out in April,
June and July of 2016. Findings for these projects are summarized in the respective July 2017
Natural Resources Technical Reports (NRTR). Additionally, wetland delineations were
conducted for the I-95 Widening Project(STIP I-5986) remaining corridor areas in Cumberland,
Harnett and Johnston Counties. Field work for this delineation was carried out in September and
October of 2017,with expansions carried out in October of 2018 and September of 2019. 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.
8.2 Stream Delineations
The stream channels within the project study areas 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.
8.3 Characterization of Jurisdictional Sites
8.3.1 Wetlands
Ninety-five jurisdictional wetland sites were identified within the project corridor. After design
revisions (avoidance/minimization and expansion of the corridor right-of-way), there are 76
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: Non-tidal Freshwater Marsh, Pine Flat,
Riverine Swamp Forest, Hardwood Flat, Headwater Forest, Basin Wetland, and Bottomland
Hardwood Forest.
6

8.3.2 Streams
Streams within the project footprint with surface water classifications include Baker Swamp,
Black River, Stony Run, Mingo Swamp, Hannah Creek, and Driving Branch. 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 is 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.
One stream within the project footprint(Hannah Creek) is listed on the 2018 303(d) list of
impaired waters due to exceeding criteria for dissolved oxygen.
Table 7. Water Resources within the Project Corridor
Stream Name Stream Index Best Usage Class Description
Number
Cape Fear River Basin—Subbasin Upper Cape Fear
Baker Swamp 18-28-2-2 C From source to Reece Creek
Cape Fear River Basin—Subbasin Black River
Black River(Little Black River) 18-68-12-1 C: Sw From source to South River
Stony Run(Hannas Pond) 18-68-12-2-2 C: Sw From source to Mingo Swamp
Mingo Swamp 18-68-12-2 C: Sw From source to South River
Neuse River Basin—Subbasin Upper Neuse
Hannah Creek 27-52-6 C;NSW From source to Mill Creek
Driving Branch 27-52-6-1 C;NSW From source to Hannah Creek
8.4 Impacts to Jurisdictional Resources
Impacts to jurisdictional resources for I-5986B— Section 1 (I-5877 Section)were based on final
designs and addressed in the initial permit application. Proposed impacts to jurisdictional
resources for I-5986A (Cumberland County Section)were based on final designs and included in
the permit modification(Issued November 24, 2020). This modification request does not include
changes to impacts at either of the abovementioned sections of this project. This permit
modification request will only address changes in impacts for the below sections (Sections 2—
4).
Tables 8 & 9 summarize the impacts to jurisdictional water resources for the final design of I-
5986B - Section 2 (1-5878 Section). Tables 10 - 14 summarize the impacts to jurisdictional water
resources for the final design of I-5986B - Section 3 (1-5883 Section). Tables 15 - 20 summarize
the impacts to jurisdictional water resources and riparian buffers for the final design of I-5986B -
Section 4 (Johnston County Section). Site numbers for each table correspond with each section
of the set of permit drawings included within this application in Attachment B. The stream and
wetland labels correspond to the NRTRs as noted in each table. Brief descriptions for each
proposed final impact site for the sections with final designs are included below.
7

I-5986B-Section 2 (I--5878 Section)
Table 8. I-5986B- Section 2 Wetland Impacts
Permit Permanent
NRTR Structure Temporary Mitigation
Drawing Site Type Impacts 3
Number 1 Label Size/Type (ac.)a Impacts(ac.) Required?
I-5986B-Section 2(I-5878 Section)
HUC 03030006
3 WBH4 Riparian Roadway Fill 0.192 - Yes
WBH4 Riparian Roadway Fill 0.162 - Yes
4 WBG4 Riparian Roadway Fill 0.069 - Yes
WBG4 Riparian Roadway Fill 0.492 - Yes
6 WB5 Non-Riparian Roadway Fill 0.323 - Yes
Total Riparian: 0.915 0
Totals6 Total Non-Riparian: 0.323 0
Grand Total: 1.238 0
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings 1-5878(March 13,
2020)included in Attachment B.
2. Permanent Impacts include Permanent Fill,Excavation,and Mechanized Clearing in wetlands
3. Mitigation required for features permanently impacted.
4. Waterbody labels from STIP I-5986 NRTR/JD(SAW-2018-02276)
5. Waterbody labels from STIP I-5878 NRTR/JD(SAW-2016-00682)
6. Impacts determined based on final designs.
Table 9. I-5986B- Section 2 Stream Impacts
Permit
Drawing NRTR Classification Permanent Temporary Permanent Temporary Mitigation
Site Structure Size/Type Label (from NRTR) (ac) (ac) (It) (It) Required?2
Number 1
I-5986B-Section 2(I-5878 Section)
HUC 03030006
1 2 at 60"Welded Steel SB3 Perennial 0.020 - 108 - Yes
Inlet Channel SB3 Perennial 0.003 0.002 24 12 Yes
lA 1 at 8'x 8'RCBC SB3 Perennial 0.004 - 83 - Yes
Inlet Channel SB3 Perennial 0.030 _ - _ 28 - Yes
Outlet Channel SB3 Perennial 0.020 0.003 92 16 Yes
1B Roadway Fill SA3 Intermittent 0.003 - 35 - No
2 Roadway Fill SD3 Perennial - 0.014 - 94 No
3 Roadway Fill Stony Run4 Perennial 0.018 0.021 - - No
5 3 at 8'x 9'RCBC Stony Run4 Perennial _ 0.103 - 86 - Yes
Inlet Channel Stony Run4 Perennial 0.013 0.013 16 12 Yes
Outlet Channel Stony Run4 Perennial 0.030 0.018 39 11 Yes
Total Stream Impact: 0.244 0.071 511 145
Total Perennial Stream Impact: 0.241 0.071 476 145
Totals s Total Intermittent Stream Impact: 0.003 0.000 35 0
Total Perennial Mitigatable: 0.223 0.000 476 0
Total Intermittent Mitigatable: 0.000 0.000 0 0
Total Mitigatable 6: 0.223 0.000 476 0
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings I-5878(March 13,
2020)included in Attachment B.
2. Mitigation required for features permanently impacted.No mitigation required for permanent intermittent stream impacts less than 150 linear feet.
3. Waterbody labels from STIP I-5878 NRTR/JD(SAW-2016-00682)
4. Waterbody labels from STIP I-5986 NRTR/JD(SAW-2018-02276)
5. Impacts determined based on fmal designs.
6. Total Mitigatable includes permanent impacts to Perennial streams and Intermittent Streams with an impact total of more than 150 linear feet.
8

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-5986 B Section 2 (1-5878 Section)phase of the I-5986 project. Details
mentioned in each Permit Site description refer to the details found on the I-5986B Wetland and
Surface Water Impacts Permit Drawings Section 2 (March 13, 2020) included in Attachment B.
Permit Site 1 (Sheets 2, 3, & 4): The widening of I-95 will result in the removal of existing
culverts and the installation of a new culverts. Existing dual 54" RCP culverts currently provide
flow for Stream SB from the west side of I-95 to the east side of I-95. These culverts will be
filled with flowable fill and a headwall located at the inlet of the existing culverts will be
removed. Approximately 108 LF of stream SB will be filled during the installation of new dual
60"welded steel pipe culverts that will be installed through trenchless methods in the existing
channel of stream SB. Construction activities will also include the installation of an estimated 5
tons of class `B' rip rap for inlet bank and scour hole stabilization as well as lateral 2' base ditch
that will be installed and routed to the culvert inlets (see Detail 29)resulting in an additional 24
LF of impact. Construction activities at this location will result in 132 LF of permanent stream
impact and 12 LF of temporary impacts.
Permit Site 1A (Sheets 2, 3, & 5): The widening of I-95 will result in installation of a new
culvert that will maintain flow for stream SB beneath a proposed side road located on the west
side of I-95. The new culvert installation will include one 8' x 8' RCBC along with inlet channel
and outlet channel protection. Construction activities will include the installation of an estimated
48 tons of class `I' rip rap for inlet bank and scour hole stabilization as well as a tail ditch that
will be installed and routed to the culvert inlet(see Detail 32), as well as estimated 125 tons of
class `I' rip rap for installed for stabilization at the culvert outlet(see Detail 35). Construction
activities at this location will result in 203 LF of permanent stream impact and 16 LF of
temporary impacts.
Permit Site 1B (Sheets 2,3, & 4): The widening of I-95 will cause 35 LF of permanent fill to
Stream SA. The permanent impacts will occur during the installation the I-95 south bound on
ramp.
Permit Site 2 (Sheets 8 & 9): The widening of I-95 will cause 94 LF of temporary fill to Stream
SD. Temporary construction impacts will be restored to pre-construction conditions upon
completion of project.
Permit Site 3 (Sheets 10 & 11): The widening of 1-95 will require the widening of the existing
road base. This will result in roadway fill impacts with toe protection(See Detail 46) to portions
of wetland WBH and Stony Run, located on the west side of I-95. The widening of I-95 and
associated Roadway Fill at this location will result in 0.354 acres of wetland impact, 0.018 acres
of surface water impact 0.021 acres of temporary surface water impact resulting from installation
activities.
Permit Site 4 (Sheets 10 & 11): The widening of I-95 will require the widening of the existing
road base. This will result in roadway fill impacts with toe protection (See Detail 46) to portions
9

of wetland WBG, located on the east side of I-95. The widening of I-95 and associated Roadway
Fill at this location will result in 0.561 acres of wetland impact.
Permit Site 5 (Sheets 10, 11, & 14): The widening of I-95 will result in the removal and
replacement of existing culverts that currently maintain flow for Stony Run beneath I-95. Three
existing 8' x 7' RCB culverts will be removed and replaced with three 8' x 9' RCB culverts in
the same location(Details on Sheet 14). Construction activities will also include culvert inlet
stabilization consisting of an estimated 10 tons of class "I"rip rap (see detail 24), culvert outlet
stabilization that will include an estimated 40 tons of class "I"riprap (see detail 33), as well as
the installation of a tail ditch with an estimated 25 tons of class "I"riprap (see detail 41).
Construction activities at this location will result in 141 LF of permanent stream impact and 23
LF of temporary impacts.
Permit Site 6 (Sheets 15, 16, & 17): The widening of I-95 will require the construction of a road
on new location to maintain traffic between Jackson Road and Interstate Drive located on the
west side of I-95. The construction of this road will result in permanent fill impacts to wetland
WB. The base of this road, along with toe protection, will be installed with an equalizer pipe
(30"RCP-IV)to maintain hydrology in wetland WB. A cross section for the road is included on
sheet 17. The proposed installation of the road will result in 0.323 acres of permanent wetland
fill.
I-5986B—Section 3 (1-5883 Section)
Table 10. I-5986B—Section 3 Wetland Impacts
Permit Permanent
NRTR Structure Temporary Mitigation
Drawing Site 2 Type Impacts
Number t Label Size/Type (ac.)3 Impacts(ac.) Required?4
I-5986B—Section 3(I-5883 Section)
HUC 03030006
1 WB Riparian 2 at 48"Pipes 0.011 - Yes
1A WB Riparian Drainage Ditch 0.027 - Yes
3 WAC Riparian Drainage Ditch 0.110 - Yes
6 WA Riparian Roadway Fill 0.020 - Yes _
10 WK Riparian 2 at 48"Pipes 0.110 - Yes
WK Riparian Outlet Channel 0.070 - Yes
11 WG Riparian 2 at 48"Pipes 0.170 - Yes
13 WE Riparian 42"PIPE 0.082 - Yes
14 WD Non-Riparian Roadway Fill 0.008 - Yes
18 WI Riparian Inlet Channel 0.094 - Yes
20 WJ Riparian 2 at 42"Pipe 0.041 - Yes
21 WK Riparian 2 at 42"Pipe 0.050 - Yes
WK Riparian Outlet Channel 0.041 - Yes
WK Riparian Drainage Ditch 0.020 - Yes
Total Riparian: 0.846 0.00
Totals 5 Total Non-Riparian: 0.008 0.00
Grand Total: 0.854 0.00
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings Section 3(April 8,
2020)included in Attachment B.
2. Waterbody labels from STIP I-5883 NRTR/JD(SAW-2016-00689)
3. Permanent Impacts include Permanent Fill,Excavation,and Mechanized Clearing in wetlands
4. Mitigation required for features permanently impacted.
5. Impacts determined based on final designs.
10

Table 11. I-5986B- Section 3 Stream Impacts
Permit
Drawing NRTR Classification Permanent Temporary Permanent Temporary Mitigation
Site Structure Size/Type Label' (from NRTR) (ac) (ac) N) M Required?3
Number
t
I-5986B-Section 3(1-5883 Section)
HUC 03030006
1 2 at 48"Pipes SB Perennial 0.003 0.001 43 15 Yes
4 Roadway Fill SC Intermittent 0.050 0.010 321 8 Yes
5 Roadway Fill SA Perennial 0.030 - 248 - Yes
Outlet Channel SA Perennial 0.003 0.002 27 21 Yes
8 Roadway Fill SG Perennial 0.002 0.001 12 14 Yes
Roadway Fill SG Perennial 0.004 - 53 - Yes
9 Roadway Fill SH Perennial 0.004 - 41 - Yes _
10 Outlet Channel SK Intermittent 0.003 0.002 20 10 No
12 54"Pipe SI Perennial 0.008 - 69 - Yes
Outlet Channel SI Perennial 0.002 0.002 16 12 Yes
18 2 at 7'x 6'RCBC SJ Perennial 0.020 - 37 - Yes
Inlet Channel SJ Perennial 0.009 - 26 _ - Yes _
Outlet Channel SJ Perennial 0.009 0.006 31 15 Yes
19 54"Pipe SE Perennial 0.007 0.002 100 22 Yes
Outlet Channel SE Perennial 0.001 0.002 18 16 Yes
Total Stream Impact: 0.155 0.028 1062 133
Total Perennial Stream Impact: 0.102 0.016 721 115
Totals a Total Intermittent Stream Impact: 0.053 0.012 341 18
Total Perennial Mitigatable: 0.102 0.000 721 0
Total Intermittent Mitigatable: 0.050 0.000 321 0
L Total Mitigatable 5: 0.152 0.000 1042 0
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings Section 3(April 8,
2020)included in Attachment B.
2. Waterbody labels from STIP I-5883 NRTR/JD(SAW-2016-00689)
3. Mitigation required for features permanently impacted.No mitigation required for permanent intermittent stream impacts less than 150 linear feet.
4. Impacts determined based on final designs.
5. Total Mitigatable includes permanent impacts to Perennial streams and Intermittent Streams with an impact total of more than 150 linear feet.
Table 12. I-5986B- Section 3 Open Water Impacts
Permit
Drawing Structure Size/Type NRTR Classification Permanent Temporary Permanent Temporary Mitigation
3
Site Label (from NRTR) (ac) (ac) Of) (if) Required?
Number'
I-5986B-Section 3(1-5883 Section)
HUC 03030006
2 Pond PA Open Water 2.950 - - - No
7 Pond PC Open Water 0.200 - - - No
2 at 66"Pipe PC Open Water 0.100 - - - No
15 Pond PF Open Water 0.760 - - - No
16 Rock Fill in Pond PE Open Water 0.100 - - - No
17 Pond OWC Open Water 0.490 - - - No
Total Open Water 4: 4.600 0 0 0 No
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings Section 3(March 13,
2020)included in Attachment B.
2. Waterbody labels from STIP 1-5883 NRTR/JD(SAW-2016-00689)
3. No mitigation required for impacts to surface waters verified as open water(ponds or jurisdictional ditches).
4. Total Open Water includes impacts only to surface waters verified as open water(ponds or jurisdictional ditches)
11

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-5986 B Section 3 (I-5883 Section)phase of the I-5986 project. Details
mentioned in each Permit Site description refer to the details found on the I-5986B Wetland and
Surface Water Impacts Permit Drawings Section 3 (April 8, 2020) included in Attachment B.
Permit Site 1 (Sheets 2, 3, 5, 6, & 7): The widening of I-95 will result in the removal of existing
culverts and the installation of a new culverts. An existing 36"RCP culvert currently provides
flow for Stream SB from the west side of I-95 to the east side of I-95. These culverts will be
filled with flowable fill and new dual 48"welded steel pipe culverts will be installed through
trenchless methods at the location of the current culvert inlet in Stream SB and abutting wetland
WB. Construction activities at this location will result in 0.011 acres of wetland impact, 43 LF of
permanent stream impact and 15 LF of temporary impacts.
Permit Site 1A (Sheets 5, 6, & 7): In addition to the proposed activities at Permit Site 1, a
proposed lateral"V" ditch will be installed connecting nearby pond PA to the culvert inlet at
Stream SB. This ditch will be installed through a portion of Wetland WB (see Detail 3).
Construction activities at this site will result in 0.027 acres of wetland impacts.
Permit Site 2 (Sheets 2, 3, 5, 6, & 7): The widening of I-95 will result in the realignment of
Jerry Car Road on the west side of I-95. The realignment will result in draining of farm pond PA.
Proposed activities will result in 2.950 acres of open water impacts.
Permit Site 3 (Sheets 5 & 6): The widening of I-95 will result in the installation of a special
lateral base ditch (see Detail 4) in a portion of wetland WAC along the east side of I-95.
Construction activities at this site will result in 0.110 acres of permanent wetland impacts.
Permit Site 4 (Sheets 5 & 6): The widening of I-95 will result in the realignment of Jerry Car
Road on the west side of I-95. The realignment will result in permanent fill to stream SC.
Existing hydrology for stream SC will be routed through a proposed special lateral 6' base ditch
(see Detail 9). Proposed activities at this site will result in 321 LF of permanent stream impacts
and 8 LF of temporary impacts.
Permit Site 5 (Sheets 9, 10 & 11): The widening of I-95 will result in the realignment of 1-95
northbound exit to Jonesboro Road. This realignment will result in permanent fill impacts to
stream SA. Existing hydrology will be maintained downstream through a series of proposed base
ditches (see Details 16, 22, &42) and proposed culverts beneath the realigned exit ramp.
Construction activities at this location will result in 248 LF of permanent stream impact from
roadway fill as well as 27 LF of impact from culvert outlet channel, and an additional 21 LF of
temporary impacts.
Permit Site 6 (Sheets 9, 10, & 11): The widening of I-95 will result in the realignment of I-95
northbound exit to Jonesboro Road. This realignment will result in permanent fill impacts to
wetland WA. Construction activities at this site will result in 0.020 acres of permanent wetland
impacts.
12

Permit Site 7 (Sheets 14 & 15): The widening of I-95 will result in the removal of existing
culverts and the installation of a new culverts. Existing 48"RCP will be filled with flowable fill
and new dual 66"welded steel pipe culverts will be installed through trenchless methods in
approximately the same location. Construction of the proposed culvert outlet will impact Pond
PA. Construction activities at this site will result in 0.300 acres of permanent open water
impacts.
Permit Site 8 (Sheets 14, 15, & 16): The widening of I-95 will result in the removal of existing
culverts and the installation of a new culverts that will maintain the flow of stream SG beneath I-
95. Existing 48"RCP will be filled with flowable fill and new dual 66"welded steel pipe
culverts will be installed through trenchless methods in approximately the same location. The
installation of the new culverts will result in impacts to stream SG. Additionally, the realignment
of George Perry Road, located on the east side of I-95 will result in permanent fill to portions of
stream SG. Hydrology for the stream will be maintained though a special cut 4-ft base ditch(see
Detail 15) and proposed dual 48"pipe culverts beneath an existing driveway. Construction
activities at this site will result in 65 LF of permanent stream impacts and 14 LF of temporary
impacts.
Permit Site 9 (Sheets 14 & 15): The widening of I-95 will result in the realignment of George
Perry Road located on the east side of I-95. The realignment will result in permanent fill to the
top of stream SH. Proposed activities at this site will result in 41 LF of permanent stream
impacts.
Permit Site 10 (Sheets 17 & 18): The widening of I-95 will result in the realignment of George
Perry Road located on the east side of I-95. This realignment will impact portions of wetland
WK. Additionally, the widening of I-95 will result in the replacement of an existing culvert
beneath the interstate. An existing 30" RCP culvert that conveys stream SK from the east side of
I-95 beneath the interstate to the west side of I-95 will be filled with flowable fill. The culvert
will be replaced with dual 48"welded steel culverts that will be installed with class "I"riprap
outlet protection into the stream. Construction activities at this site will result in 0.180 acres of
permanent wetland impact, 20 LF of permanent stream impact and 10 LF of temporary stream
impact.
Permit Site 11 (Sheets 17 & 18): The widening of I-95 will result in the realignment of Saddler
Road located on the west side of I-95. This realignment will impact portions of wetland WK.
Additionally, the widening of I-95 will result in the replacement of an existing culvert beneath
the interstate. An existing 30"RCP culvert that conveys stream hydrology from wetland WK
from the east side of I-95 beneath the interstate to the west side of I-95 will be filled with
flowable fill. The culvert will be replaced with dual 42"welded steel culverts that will be
installed into the wetland. Construction activities at this site will result in 0.170 acres of
permanent wetland impact.
Permit Site 12 (Sheets 21, 22, & 23): The widening of I-95 will result in the realignment of
Saddler Road located on the west side of I-95. This realignment will impact portions of stream
SI. A 54"RCP-V culvert with an estimated 33 tons of Class "I"riprap outlet protection will be
13

installed beneath the realignment of Saddler Road. Construction activities at this site will result
in 85 LF of permanent stream impact and 12 LF of temporary impact.
Permit Site 13 (Sheets 21, 22, & 24): The widening of I-95 will result in the realignment of
George Perry Road located on the east side of I-95. This realignment will require the installation
of a 42" RCP culvert into a portion of wetland WE. Construction activities at this site will result
in 0.082 acres of permanent wetland impact.
Permit Site 14 (Sheets 21, 22, & 25): The widening of I-95 will result in the realignment of the
entrance on to southbound I-95 from Hodges Chapel Road, on the west side of I-95. This
realignment will result in impacts to wetland WD. Construction activities at this site will result in
0.008 acres of permanent wetland impact.
Permit Site 15 (Sheets 21, 22, & 29): The widening of I-95 will result in the realignment of
Robin Hood Road located on the east side of I-95. This realignment will impact open water pond
PF. The pond will be drained and filled to natural ground levels to allow for the realignment of
Robin Hood Road. Construction activities at this site will result in 0.760 acres of open water
impacts.
Permit Site 16 (Sheets 21, 22, 27, 28, & 29): The widening of I-95 will result in the realignment
of Robin Hood Road located on the east side of I-95. This realignment will impact open water
pond PE. The pond will be drained and filled with rock to allow for the realignment of Robin
Hood Road. Construction activities at this site will result in 0.100 acres of open water impacts.
Permit Site 17 (Sheets 27 & 28): The widening of I-95 will result in the draining of open water
pond OWC located on the west side of I-95. Construction activities at this site will result in
0.490 acres of open water impacts.
Permit Site 18 (Sheets 27 & 28): The widening of I-95 will result in the replacement of an
existing culvert beneath the interstate. Existing 48"RCP culverts that convey stream SJ from the
east side of I-95 beneath the interstate to the west side of I-95 will be filled with flowable fill.
The culverts will be replaced with dual 7' x 6' RCB culverts with inlet and outlet channel
protection. Construction actives at this site will result in 0.094 acres of permanent wetland
impact, 94 LF of permanent stream impact and 15 LF of temporary stream impact.
Permit Site 19 (Sheets 31 & 32): The widening of I-95 will require in the realignment of Jerry
Car Road on the west side of I-95. The realignment will result in the installation of a 54"RCP-V
culvert with class "I"riprap outlet protection into a portion of Stream SE. The construction
activities at this site will result in 118 LF of permanent stream impacts and 38 LF of temporary
impacts.
Permit Site 20 (Sheets 33 & 34): The widening of I-95 will result in the realignment of George
Perry Road located on the east side of I-95. The realignment will result widening of the existing
road base and the replacement of an existing 24"RCP culvert with dual 42" RCP-V culverts.
Slope stabilization and culvert replacement will result in impacts to wetland WJ. Construction
activities at this site will result in 0.041 acres of permanent wetland impacts.
14

Permit Site 21 (Sheet 33): The widening of I-95 will result in the realignment of George Perry
Road located on the east side of I-95. The realignment will result widening of the existing road
base and the replacement of an existing 24"RCP culvert with dual 42"RCP-V culverts with
riprap outlet protection and two special lateral V ditches (see Details 19 and 32). Slope
stabilization, culvert replacement, and ditch installation will result in impacts to wetland WK.
Construction activities at this site will result in 0.111 acres of permanent wetland impacts.
Utility Impacts
Temporary utility impacts are summarized in Tables 13 and 14. Details for each utility impact
site are included in the I-5986B Wetland and Surface Water Impacts Utility Permit Drawings
Section 3 (April 2, 2020) included in Attachment B. All proposed impacts resulting from utility
relocations are temporary in nature and include activities such as hand clearing underground
directional boring. Any disturbance to jurisdictional features will be restored to preconstruction
conditions before completion of the project.
Table 13. I-5986B—Section 3 Utility Impacts - Wetlands
Permit Permanent
NRTR Structure Temporary Mitigation
Drawing Site Label Type Size/Type Impacts Impacts(ac.) Required?3
Number (ac.)
I-5986B—Section 3(1-5883 Section)
HUC 03030006
3 WAC Riparian Utility - 0.181 No
9 WC Riparian Utility - 0.102 No
10 WK Riparian Util - 0.190 No
13 WE Riparian Utility - 0.301 No
22 WAA Riparian Utility - 0.094 No
Total Riparian: 0.000 0.868
Totals Total Non-Riparian: 0.000 0.000
Grand Total: 0.000 0.868
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Utility Drawings Section 3
(April 2,2020)included in Attachment B.
2. Waterbody labels from STIP I-5883 NRTR/JD(SAW-2016-00689)
3. Mitigation required for features permanently impacted.
Table 14. I-5986B— Section 3 Utility Impacts— Surface Water
Permit
Drawing NRTR Classification Permanent Temporary Permanent Temporary Mitigation
Site Structure Size/Type Label 2 (from NRTR) (ac) (ac) (It) (It) Required?'
Number 1
I-5986B—Section 3(I-5883 Section)
HUC 03030006
5 Utility SA Perennial - 0.004 - 40 No
9 Utility SG Perennial - 0.002 - 31 No
10 Utility SK Intermittent - 0.002 - 14 No
16 Utility PE Open Water - 0.010 - 19 No
18 Utility SJ Perennial - 0.008 - 19 No
22 Utility OWl Open Water - 0.004 - 23 No
Total Open Water 0 0.014 0 42
Totals s Total Perennial 0 0.014 0 90
Total Intermittent 0 0.002 0 14
Grand Total I 0 0.030 0 146
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Utility Drawings Section 3
(April 2,2020)included in Attachment B.
2. Waterbody labels from STIP I-5883 NRTR/JD(SAW-2016-00689)
3. Mitigation required for features permanently impacted.
15

I-5986B-Section 4-North (Johnston County Section)
Table 15. I-5986B - Section 4 Wetland Impacts
Permit Drawing NRTR Permanent Temporary Mitigation
z Type Structure Size/Type Impacts Impacts 4
Site Number Label 2 3 Required?
(ac.) (ac.)
I-5986B-Section 4(Johnston County Section)
HUC 03030006
1 WBK Riparian Roadway Fill 0.888 - Yes
2 WBK Riparian Bridge 0.229 - Yes
WBJ Riparian Bridge 0.049 - Yes
3 WBJ Riparian Roadway Fill 0.409 - Yes
Total Riparian: 1.575 0
HUC 03030006 Totals Total Non-Riparian: 0.000 0
Grand Total: 1.575 0
HUC 03020201
6 WBO Riparian 84"RCP Outlet Channel 0.070 - Yes
7 WBP Riparian 36"RCP Outlet Channel 0.102 - Yes
8 WBS Riparian Bridge 0.079 - Yes
WBS Riparian Inlet Channel 0.003 - Yes
WBR Riparian Outlet Channel 0.243 - Yes
9 WBS Riparian Roadway Fill 0.015 - Yes
10 WBQ Riparian Roadway Fill 0.140 - Yes
12 WBR Riparian Roadway Fill 0.437 - Yes
Total Riparian: 1.089 0
HUC 03020201 Totals Total Non-Riparian: 0.000 0 _
Grand Total: 1.089 0
Total Riparian: 2.664 0
Section 4 Wetland Totals 5 Total Non-Riparian: 0.000 0
Grand Total: 2.664 0.00
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings Section 4(April 8,
2020)included in Attachment B.
2. Waterbody labels from STIP I-5986 NRTR/JD(SAW-2018-02276)
3. Permanent Impacts include Permanent Fill,Excavation,and Mechanized Clearing in wetlands
4. Mitigation required for features permanently impacted.
5. Includes totals from Cape Fear River Basin and Neuse River Basin.
16

Table 16. I-5986B - Section 4 Stream Impacts
Permit
Drawing Structure Size/Type NRTR Label i Classification Permanent Temporary Permanent Temporary Mitigation
3
Site (from NRTR) (ac) (ac) (If) (If) Required?
Number t
I-5986B-Section 4(Johnston County Section)
HUC 03030006
2 Roadway Fill Mingo Swamp Perennial 0.051 0.091 45 70 Yes
4 Roadway Fill SM Perennial 0.002 0.001 24 10 Yes
Total Stream Impact: 0.053 0.092 69 80
Total Perennial Stream Impact: 0.053 0.092 69 80
HUC Total Intermittent Stream Impact: 0.000 0.000 0 0
03030006
Totals^ Total Perennial Mitigatable: 0.053 0.092 69 0
Total Intermittent Mitigatable: 0.000 0.000 0 0
Total Mitigatable 5: 0.053 0.092 69 0
HUC 03020201
5 60"RCP Inlet Channel Hannah Creek Intermittent 0.001 0.003 3 10 No
60"RCP Outlet Channel Hannah Creek Intermittent 0.008 0.001 73 10 No
6 30"RCP SO Perennial 0.001 0.001 11 10 Yes
84"Pipe SO Perennial 0.007 _ 0.001 79 10 Yes
Roadway Fill SO Perennial 0.013 - 143 - Yes
Roadway Fill SO Perennial 0.037 - 176 - Yes
SO Perennial 0.039 0.005 175 15 Yes
7 36"WSP Outlet Channel SP Perennial 0.018 0.003 92 49 Yes
8 Bridge Driving Branch Perennial - 0.012 - 29 No
Bank Stabilization Driving Branch Perennial - - 18 - Yes
2 at 6'x 9'RCBC Driving Branch Perennial 0.003 - 63 - Yes
Inlet Channel Driving Branch Perennial 0.020 - 31 - Yes
Outlet Bank Stabilization Driving Branch Perennial - - 32 - Yes
Outlet Channel Driving Branch Perennial 0.086 0.010 207 16 _ Yes
11 Roadway Fill SQ Perennial 0.006 0.002 105 29 Yes
Total Stream Impact: 0.239 0.038 1208 178
Total Perennial Stream Impact: 0.230 0.034 1132 158
HUC Total Intermittent Stream Impact: 0.009 0.004 76 20
03020201
Totals a Total Perennial Mitigatable: 0.230 0.022 1132 0
Total Intermittent Mitigatable: 0.000 0.000 0 0
Total Mitigatable 5: 0.230 0.022 1132 0
Total Stream Impact: 0.292 0.130 1277 258
Total Perennial Stream Impact: 0.283 0.126 1201 238
Section 4 Total Intermittent Stream Impact: 0.009 0.004 76 20
Stream
Totals' Total Perennial Mitigatable: 0.283 0.114 1201 0
Total Intermittent Mitigatable: 0.000 0.000 0 0
Total Mitigatable 5: 0.283 0.114 1201 0
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Drawings Section 4(April 8,
2020)included in Attachment B.
2. Waterbody labels from STIP I-5986 NRTR/JD(SAW-2018-02276)
3. Mitigation required for features permanently impacted.No mitigation required for permanent intermittent stream impacts less than 150 linear feet
4. Impacts determined based on fmal designs.
5. Non-mitigatable impacts to intermittent streams include impacts less than 150 linear feet.
17

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-5986 B Section 4 (North—Johnston County)phase of the I-5986
project. Details mentioned in each Permit Site description refer to the details found on the I-
5986B Wetland and Surface Water Impacts Permit Drawings Section 4-North (April 8, 2020)
included in Attachment B.
Permit Site 1 (Sheets 2, 3, 5 & 6): The widening of I-95 will require the widening of the
existing road base. This will result in roadway fill impacts with toe protection to portions of
wetland WBK, located on the west side of I-95. Construction activities at this site will result in
0.888 acres of wetland impact.
Permit Site 2 (Sheets 5, 6, & 7): The widening of I-95 will result in the removal of four existing
12' x 9' concrete box culverts beneath the interstate. The existing culverts will be removed and
replaced with an approximately 245' bridge that will span Mingo Swamp (see Sheet 7 for
details). The area beneath the proposed bridge will be excavated and terraced to an elevation of
194 ft to maintain the hydrology and flow of Mingo Swamp beneath the interstate. Bridge
abutments on either side of Mingo Swamp will be protected with class `B"riprap. The main
channel of Mingo Swamp beneath the proposed bridge will be stabilized with class II bank
stabilization(see Detail 38). Construction actives at this site will result in 0.278 acres of
permanent wetland impact, 45 LF of permanent stream impact and 70 LF of temporary stream
impact.
Permit Site 3 (Sheets 2, 3, 5 & 6): The widening of I-95 will require the widening of the
existing road base. This will result in roadway fill impacts with toe protection to portions of
wetland WBJ, located on the east side of I-95. Construction activities at this site will result in
0.409 acres of wetland impact.
Permit Site 4 (Sheets 10, 11, & 12): The widening of I-95 will result in the removal of an
existing culvert and outfall and the installation of a new culvert. An existing 36"RCP culvert
that currently provides passage for Stream SM will be removed. Hydrology will be maintained
through the installation of a 60"welded steel pipe culvert and associated class "I"riprap outfall
protection. Construction activities at this site will result in 24 LF of permanent stream impact and
10 LF of temporary stream impact.
Permit Site 5 (Sheets 14, 15, 16, & 17): The widening of I-95 will result in the replacement of
an existing culvert beneath the interstate. An existing 36"RCP culvert that conveys Hannah
Creek from the east side of I-95 beneath the interstate to the west side of I-95 will be filled with
flowable fill. The culvert will be replaced with a 60"welded steel pipe culvert with inlet and
outlet channel protection. Construction actives at this site will result in 76 LF of permanent
stream impact and 20 LF of temporary stream impact.
Permit Site 6 (Sheets 19, 20, 21, & 22): The widening of I-95 will result in the removal and
replacement of several culverts that currently convey stream SO from the west side of I-95 to the
east side of I-95. A series of 72"RCP culverts will be filled with flowable fill and the hydrology
for stream SO will be redirected through a system of proposed 30"RCP and 84"welded steel
18

pipe culverts and 7' base tail ditches with class "I"riprap (see Details 18 and 19) that will
eventually tie back into the existing channel just east of the project area. Construction activities
at this location will result in 0.070 acres of permanent wetland impact, 584 LF of permanent
stream impact and 35 LF of temporary impacts.
Permit Site 7 (Sheets 26 & 27): The widening of I-95 will result in the replacement of an
existing culvert beneath the interstate. An existing 18" RCP culvert that conveys stream SP from
the east side of I-95 beneath the interstate to the west side of I-95 will be filled with flowable fill.
The culvert will be replaced with a 36"welded steel pipe culvert with outlet channel protection.
Construction actives at this site will result in 0.102 acres of permanent wetland impacts, 92 LF of
permanent stream impact and 49 LF of temporary stream impact.
Permit Site 8 (Sheets 29, 30, 31, & 35): The widening of I-95 will result in the removal of two
existing 6' x 8' RCB culverts currently conveying the flow of Driving Branch beneath the
interstate and replacement with a bridge along with the installation of two 6' x 9' RCB culverts
for the realignment of North Walton Ave located on the east side of I-95. The existing culverts
will be removed and replaced with an approximately 106' bridge that will span Driving Branch
(see Sheet 31 for details). The area beneath the proposed bridge will be excavated and terraced to
an elevation of 171.8' ft to maintain the hydrology and flow of Driving Branch beneath the
interstate. Bridge abutments, terraced slopes and the proposed main channel on either side of
Driving Branch will be lined and protected with class "II"riprap. (see Detail 38). Additionally,
the installation of two 6' x 9' RCB culverts downstream of the proposed bridge for the
realignment of North Walton Avenue will include inlet and outlet channels (see Details 41, 42,
and 43) and associated drainage ditches (see Details 2, 17, and 29) that will be installed in
adjacent wetland areas. Construction actives at this site will result in 0.325 acres of permanent
wetland impact, 351 LF of permanent stream impact and 45 LF of temporary stream impact.
Permit Site 9 (Sheet 29): The widening of I-95 will require the widening of the existing road
base. This will result in roadway fill impacts with toe protection to portions of wetland WBS,
located on the west side of I-95. Construction activities at this site will result in 0.015 acres of
wetland impact.
Permit Site 10 (Sheets 29 & 30): The widening of I-95 and realignment of North Walton
Avenue will result in roadway fill and the installation of a lateral 4' base ditch(see Detail 17) in
Wetland WBQ to facilitate drainage between I-95 and North Walton Avenue. The proposed
construction activities will result in 0.140 acres of permanent wetland impact.
Permit Site 11 (Sheets 29 & 30): The widening of I-95 will require the widening of the existing
road base. This will result in roadway fill impacts to portions of stream SQ, located on the west
side of I-95. Construction activities at this site will result in 105 LF of permanent stream impact
and 29 LF of temporary stream impact.
Permit Site 12 (Sheets 29 & 30): The widening of I-95 will require the realignment of North
Walton Avenue, located on the east side of the interstate, resulting in portions of the road base
being widened. This will result in permanent impacts from roadway fill to wetland WBR.
Construction activities at this site will result in 0.460 acres of permanent wetland impact.
19

Utility Impacts
Temporary utility impacts are summarized in Tables 17 and 18. Details for each utility impact
site are included in the I-5986B Wetland and Surface Water Impacts Utility Permit Utilities
Drawings Section 4—North (April 2, 2020) included in Attachment B. Most proposed impacts
resulting from utility relocations are temporary in nature and include activities such as hand
clearing and underground directional boring. The installation of a utility sewer line will require
open cut excavation to Wetland WBR at Permit Site 12 resulting in approximately 0.043 acres of
permanent impacts. Any temporary disturbance to jurisdictional features will be restored to
preconstruction conditions before completion of the project.
Table 17. I-5986B — Section 4 Utilit Impacts—Wetlands
Permit Permanent
NRTR Structure Temporary Mitigation
Drawing Site Label Type Size/Type Impacts Impacts(ac.) Required?3
Number 1 (ac.)
I-5986B—Section 4(Johnston County Section)
HUC 03020201
7 WBP Riparian Utility - 0.013 No
12 WBR Riparian Utility 0.043 0.109 No
Totals Total Riparian: 0.043 0.122
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Utilities Drawings Section 4-
North(April 2,2020)included in Attachment B.
2. Waterbody labels from STIP I-5986 NRTR/JD(SAW-2018-02276)
3. Permanent Impacts include Permanent Fill,Excavation,and Mechanized Clearing in wetlands
Table 18. I-5986B— Section 4 Utility Impacts— Surface Water
Permit
Drawing
NRTR Classification Structure Size/Type Label 2 (from NRTR) Per(ac)nent Temporary
ary Permanent
tint Temporary Required?Mition
Number 1
I-5986B—Section 4(Johnston County Section)
HUC 03020201
7 Utility SP Perennial - 0.001 - 10 No
Totals Total Perennial 0 0.001 0 10
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water Impacts Permit Utilities Drawings Section 4-
North(April 8,2020)included in Attachment B.
2. Waterbody labels from STIP I-5986 NRTR/JD(SAW-2018-02276).
Table 19. I-5986B - Section 4 Summary of Neuse River Riparian Buffer Impacts
Buffer Impacts Impacts Requiring Mitigation(sq.
Permit Drawing Structure Type Allowable Impacts(sq.ft.) ft.)
Site Number 1 Zone 1 Zone 2 Total _ Zone 1 Zone 2 Total
5 Roadway Fill Road Crossing - - - 8,305 7,395 15,700
6 Roadway Fill Parallel Impact - - - 10,843 6,639 17,482
8 Roadway Fill Road Crossing - - - 6,408 3,708 10,116
Roadway Fill Road Crossing - - - 15,346 6,199 21,545
Totals 3: 0 0 0 40,902 23,941 64,843
Notes
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Buffer Impacts Permit Drawings Section 4(North)(April 8,2020)included
in Attachment B.
2. Buffer impact numbers requiring mitigation exclude riparian wetland impacts at Permit Sites 6&8.These riparian wetland impacts are accounted for in
the compensatory wetland mitigation.
3. Totals from I-5986B Buffer Impacts Permit Drawings Section 4(North)(April 8,2020)included in Attachment B.
20

Table 20. I-5986B - Section 4 Wetlands in Riparian Buffers
Buffer Impacts Permit Area of Wetland in Area of Wetland in Total Area of
Drawing Site Number' NRTR Label Wetland in Buffers
Zone 1(sq.ft.) Zone 2(sq.ft.)
(sq.ft.)
6 WBO 3,034 3,224 6,258
8 WBS/WBR 2,040 66 2,106
WBS 13,411 6,810 20,221
Total: 18,485 10,100 28,585
Notes:
1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Buffer Impacts Permit Drawings Section 4(North)(April 2,2020)included
in Attachment B.
9.0 Protected Species
The United States Fish and Wildlife Service (USFWS) lists eight federally protected species for
Cumberland County as of July 17, 2020, four federally protected species for Harnett County as
of July 17, 2020 and five federally protected species for Johnston County as of July 17, 2020
(Table 21).
Table 21. Federally Protected S ecies in Cumberland, Harnett, and Johnston Counties
Common Name Scientific Name Habitat Federal Biological
Present Status* Conclusion
Cumberland County
Vertebrate:
American alligator Alligator mississippiensis No T(S/A) N/A
Cape Fear shiner Notropis mekistocholas No E No Effect
Red-Cockaded Woodpecker Picoides borealis No E No Effect
Invertebrate:
Saint Francis'satyr butterfly Neonympha mitchellii francisci No E No Effect
Vascular Plant:
American chaffseed Schwalbea americana No E No Effect
Michaux's sumac Rhus michauxii Yes E No Effect
Pondberry Lindera melissifolia _ Yes E No Effect
Rough-leaved loosestrife Lysimachia asperulaefolia Yes E No Effect
Harnett County
Vertebrate:
American alligator Alligator mississippiensis No T(S/A) N/A
Cape Fear shiner Notropis mekistocholas No E No Effect
Red-Cockaded Woodpecker Picoides borealis No E No Effect
Vascular Plant:
Rough-leaved loosestrife Lysimachia asperulaefolia Yes E No Effect
Johnston County _
Vertebrate:
Red-Cockaded Woodpecker Picoides borealis No E No Effect
Invertebrate:
Dwarf wedgemussel Alasmidonta heterodon No E No Effect
Tar River spinymussel Parvaspina steinstansana No E No Effect
Yellow lance Elliptio lanceolata No T No Effect
Vascular Plant:
Michaux's sumac Rhus michauxii Yes E No Effect
E—Endangered
T—Threatened
T(S/A)—Threatened due to similarity of appearance
21

The US Fish and Wildlife Service has developed a 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. The programmatic determination for
NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides
incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered
Species Act for five years for all NCDOT projects with federal nexus in Divisions 1-8, which
includes this project.
9.1 Bald and Golden Eagle Protection Act (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 are not present in the project area, nor have bald eagle nests or individuals have
been seen within a 660-foot radius of the project area.
9.2 Moratoria
There is no in-stream work moratorium required for 1-5986, including the 1-5877, I-5878, and I-
5883 sections.
10.0 Cultural Resources
10.1 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.
NCDOT's 2005 Historic Bridge Inventory resulted in a determination of eligibility for two
Harnett County bridges. Based on their engineering significance, Harnett County Bridges
number 420037 and number 420081 have been determine eligible for the National Register
under Criterion C of the NRHP Criteria. The Advisory Council on Historic Preservation(ACHP)
received notification regarding adverse effects of the proposed 1-5877 and 1-5883 projects to
Harnett County bridges #420037 and#420081 and determined that their participation in the
consultation to resolve adverse effects is not needed. Memoranda of Agreement (MOA)between
the Federal Highway Administration (FHWA),NCDOT, and the North Carolina State Historic
Preservation Office (SHPO)have been completed for both bridges, corresponding to the 1-5877
and I-5883 projects. A copy of each MOA was included in the initial permit application.
Additionally, there are three properties within the project study area which have been determined
to be eligible for listing on the National Register of Historic Places. They are listed as follows:
• Uriah James Tart House (JT0609)
22

• W. P. Lee House (JT0608)
• Benson Singing Grove (JT1312)
A review of the project design in October of 2018 revealed that all widening and related
activities will occur on the north side of E. Main Street in Benson, away from the three NR-
eligible properties. Therefore, a finding of"no historic properties present or affected"will satisfy
both GS 121-12(a) and Section 106 compliance requirements for the I-5986 Project.
10.2 Archaeological Resources
An investigation was conducted by Environmental Services, Inc., (ESI) of Raleigh,North
Carolina, for the North Carolina Department of Transportation(NCDOT) to fulfill the
requirements of Section 106 of the National Historic Preservation Act(NHPA; 1966, as
amended) and is 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.
As a result of the investigation, 26 new archaeological sites (31 CD2152-2171; 31 JT506-511)
were recorded, none of which are recommended eligible for the National Register of Historic
Places.
In summary, it is recommended that the proposed transportation improvement projects be
allowed to proceed without concern for impacts to significant cultural resources. If the project
boundaries are modified outside of the current project area, coordination with the SHPO may be
necessary to determine if additional cultural resource investigations will be required.
11.0 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.
12.0 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).
23

12.1 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
representatives from NCDOT,NCDEQ-DWR,NCWRC, USACE, Michael Baker International,
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 will
be strictly enforced;
• Impacts to wetlands, streams, and open waters were avoided and/or minimized by
adjusting alignments and slopes;
• 3:1 fill slopes have been used at stream and wetland crossings to reduce impacts and to
promote sheet flow since shoulder berm gutter is not used;
• All storm drainage will be diffused and designed for non-erosive velocities before
entering stream and wetland areas to the maximum extent practicable;
• Direct discharge of stormwater to streams has been avoided to the extent practicable;
• Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent
erosion;
• Minimizing "in stream" activities;
• Decreasing the footprint of the proposed project through the reduction of right-of-way
widths;
• Utilizing natural stream channel design principles when relocating streams.
12.2 Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. Compensatory mitigation requirements for I-5986 jurisdictional
features are summarized below in Table 22. This project proposes to permanently impact a total
of 6,052 linear feet of warm water streams, including 5,226 linear feet of stream channel (4,514
perennial; 712 intermittent) that will be subject to mitigation. The project will also permanently
impact a total 18.595 acres of wetlands including 5.750 acres of non-riparian wetlands and
12.845 acres of riparian wetlands. Additionally, this project will permanently impact 22,417 ft2
of Zone 1 and 13,8441 ft2 of Zone 2 riparian buffers (wetlands removed; summarized in Table
23). The unavoidable impacts to Waters of the U. S. and riparian buffers 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
24

stream impacts, 1:1 for intermittent stream impacts that are greater than 150 linear feet, 3:1 for
Zone 1 riparian buffer impacts, and 1.5:1 for Zone 2 riparian buffer impacts. There will be no
mitigation required for permanent impacts to streams impacted by bank stabilization and
intermittent streams where the impact total is less than 150 linear feet in length.
Table 22. I-5986 (Entire Corridor) Jurisdictional Feature Mitigation Summary
Stream(it) Wetlands(ac)
Section Basin Lo ation Region Cold Cool Warm Riparian Non- Coastal
Riparian Marsh
I-5986B-Section Cape Fear 03030006 NICP 1,208 1.106 0.256
1 (I-5877 Section)t p
I-5986B Section Cape Fear 03030006 NICP -
476 0.915 0.323
2(I-5878 Section)
I-5986B Section Cape Fear 03030006 NICP -
1,042 0.846 0.008
3(I-5883 Section)
I-5986B-Section Cape Fear 03030006 NICP - - 69 1.575 - -
4(Johnston
County Section) Neuse 03020201 NICP - - 1,132 1.132 - -
I-5986A 03030004 NICP - - 1,062 6.075 3.513 -
(Cumberland Cape Fear
County) 03030006 NICP - - 237 1.196 1.650 -
Total' 0 0 5,226 12.845 5.750 0
Grand Total 5,226 18.595
Notes
1. I-5986B-Section 1(I-5877 Section)final designs addressed in initial permit.
Table 23. I-5986 Riparian Buffer Mitigation Summary
Zone 1 Zone 2
River CU Mitigation Mitigation
Buffers Impacts1 Mitigation Impacts' Mitigation
Basin Location (sq.ft.) Ratio 2 Required (sq.ft.) Ratio z Required
(sq.ft.) (sq.ft.)
Impacts Neuse 03020201 22,417 3 : 1 67,251 13,841 1.5 : 1 20,762
Total(sq.ft.) 88,013
Notes
1. Wetland area(sq.ft.)at sites 6 and 8(Wetlands WBO,WBS,&WBR)were removed from calculations.Mitigation for these wetlands are covered in the
JD Feature Mitigation Summary.
2. 15A NCAC 02B.0295(e)Mitigation program requirements for protection and maintenance of riparian buffers—Neuse River Basin.
NCDOT is applying for a Modification to the Phased Section 404 Individual Permit that was
issued on July 9, 2019. Designs have been finalized for sections 2, 3 and 4. NCDOT has
coordinated with NCDEQ DMS to reserve mitigation credits for the entire corridor and will
provide an acceptance letter for impacts in phases of the project that have a final design (Table
24) with the anticipation that subsequent permit modifications will update mitigation
requirements based on refined final designs for each phase. Acceptance letters from NCDEQ
DMS are attached(Attachment C).
13.0 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 (26 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. Based upon the information
25

analyzed and the corresponding values assigned for each category within the ICE screening
matrix,the output recommendation is `Land Use Scenario Assessment Not Likely Warranted'.
This indicates that further analysis is not warranted.
14.0 Essential Fish Habitat
The project will not impact any Essential Fish Habitat afforded protection under the Magnuson-
Stevens Act of 1996(16 U.S.0 1801 et seq.)
15.0 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).
16.0 Regulatory Approvals
Section 404: Application is hereby made for a Modification to the USACE Individual 404 Permit
issued on July 9,2019 (Action ID: SAW-2018-02276) as required for the above-described
activities
Section 401: We are requesting a Modification to Section 40I Water Quality Certification No..
WQC004187 from NCDWR(issued May 30, 2019) and providing this application to NCDEQ
for their approval.
Neuse River Riparian Buffer Authorization: We are requesting a Modification to the Neuse
Riparian Buffer Authorization from NCDWR.
A copy of this permit request and its distribution list will be posted on the NCDOT website at:
https://connect.nc d ot.govlresou rc e s1En v i ro nm a nta i
Sincerely,
It7/6‘feje,
Gregory W. Price,PWS
Division Environmental Program Supervisor
cc: Joanne Steenhuis,Environmental Senior Specialist,NCDWR.
NCDOT Permit Application Standard Distribution List
Attachments
Attachment A:Project Phasing Map
Attachment B:1-5986 Wetland and Surface Water Impacts,Utilities,and Buffer Permit Drawings
Attachment C:1-5986 DMS Mitigation Acceptance Letters
26

Attachment A: Project Phasing Map
27

Attachment B: I-5986B Wetland and Surface Water Impacts, Utilities, and Buffer Permit
Drawings
• I-5986B Section 2(I--5878) Wetland and Surface Water Impact Permit Drawings—March 13. 2020
• I-5986B Section 3 (1-5883) Wetland and Surface Water Impact Permit Drawings—April 8, 2020
• I-5986B Section 3(1-5883) Wetland and Surface Water Impact Permit Utility Drawings—April 2, 2020
• I-5986B Section 4(North) Wetland and Surface Water Impact Permit Drawings—April 8, 2020
• I-5986B Section 4(North) Wetland and Surface Water Impact Permit Utility Drawings—December 28,2020
• I-5986B Section 4(North)Buffer Impacts Permit Drawings—April 8, 2020
• I-5986B Section 4(North)Buffer Impacts Permit Utility Drawings—December 28, 2020
28

Hi wa North Carolina Department of Transportation
gS Y tOYil1LV71 2 Highway Stormwater Program 41111-
(1:—.)
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 53078.1.1 TIP No.: 1-5878 County(ies): Harnett Harnett Page 1 of 2
General Project Information
WBS Element: 53078.1.1 'TIP Number: 1-5878 I Project Type: Roadway Widening IDate: 12/5/2019
NCDOT Contact: Paul Atkinson,PE Contractor!Designer: William H.Hines,PE
Address:1590 Mail Service Center Address:Sungate Design Group,P.A.
Raleigh,NC 27699-1590 905 Jones Franklin Road
_ Raleigh,NC 27606
Phone:[phone] Phone:[phone]
Email:patkinson(a�ncdot.sov _ Email:[e-mail]
City/Town: Dunn County(ies): Harnett
River Basin(s): Cape Fear 1 CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 2.216 mi. I Surrounding Land Use: 'Urban and Agricultural
Proposed Project Existing Site
Project Built-Upon Area(ac.) 68.9 ac. 40.8 ac.
Typical Cross Section Description: Concrete median barrier.4 paved lanes with 12'paved shoulder in each direction. Grassed median with 2 paved lanes in each direction.
Outside grass roadway ditches with 6:1 sides.Cut and fill slopes have a maximum 3:1
slope.
Annual Avg Daily Traffic(veh!hr!day): Design/Future: 83400 Year:2040 Existing: 61400 Year: 2020
General Project Narrative: The North Carolina Department of Transportation(NCDOT)has proposed to widen 1-95 from south of SR 1793(Spring Branch Road/Pope Road-Exit 72)to north of US 421
(Description of Minimization of Water (Exit 73).There are 2 proposed major structures involved with the improvements to 1-95 that are to be constructed at or downstream of existing stream crossing locations.The
Quality Impacts) first proposed structure,along an unnamed tributary to Mingo Swamp,is a 1 @ 8'x 8'Reinforced Concrete Box Culvert(RCBC)with a 6"beveled headwall.The proposed culvert
will be buried 1'.The proposed culvert is in a new location downstream of the existing crossing.Therefore,the culvert is not replacing any existing drainage structures.The
culvert construction will include upstream and downstream channel improvements.The second proposed structure,along Stony Run,is a 3 @ 8'x 9'RCBC with a 6"beveled
headwall.The proposed culvert will have 3'toe walls on the upstream and downstream ends.The proposed culvert is replacing a 3 @ 8'x 9'RCBC with a square edge headwall.
The culvert construction will include upstream and downstream channel improvements.Both structures have been designed to have as little environmental and surface water
impacts as possible.Velocities at jurisdictional features and wetlands are non-erosive.
WI Waterbod Information
Surface Water Body(1): Mingo Swamp NCDWR Stream Index No.: 18-68-12-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: 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)

Hi hwa North Carolina Department of Transportation t
�StOYIIInw1fef Highway Stormwater Program
STORM WATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 53078.1.1 TIP No.: 1-5878 County(ies): Harnett Page 2 of 2
Additional Waterbody Information
Surface Water Body(2): I Ston Run NCDWR Stream Index No.: 18-68-12-2-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? LN/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)

$' See Sleet IA For Index of Sheets STATE OF NORTH CAROLINA PERMIT DRAWING N.0 ^TI-5878- 1
4. See Sheet IE For Conventional symbols
DIVISION OF HIGHWAYS SHEET 1 OF 18 d„__ „__
S \\ 52078.11 NHP-0095100]I]3 PE
46
,` \ l 52078.22 N11,00751017pJ 0W 8 UTIL.
00 \1 , �_� HARNETT COUNTY
t. ®,\ cm�„%41f 64 J LOCATION:IMPROVE 1-95 INTERCHANGES AND WIDEN TO EIGHT 1-5878
�A_ ♦ LANES SR 1793(SPRING BRANCH ROAD /POPE ROAD)(EXIT 72) FINAL RIGHT OF WAY PLAYS
1 ,END PROJECTS TO US 421(EXIT 73)
[. , 0, TYPE OF WORK GRADING,PAVING,DRAINAGE,SIGNALS,CULVERT s�.{e01144�ti 1'
V "` AND STRUCTURES tR`r1�j�1\.�r�.,�y1�e +
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F� \ a END CONSTRUCTION I
O \I BEGIN BRIDGE -LREV-POT Sta.981+00.00 AH
BEGIN PROJECT -Y14-POT STA.24+91.78 -L-POT Sta.981+00.00 BK 0/6 1 -Y14-POC Sta.15+]5.00 ;8-POT Sta.10+00.00
VICINITY MAP BEGIN CONSTRUCTION • CONSTRUCTION �10
(Not to Scale) I� 015-POT st,.ls+ao.00 �No
-EGIN CONSTRUCTION
_„- -Y25A-POT Sta.10+84.53
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END CONSTRUCTION ,P: -LREV POT SI,.10+21.98.66 BK=
BEGIN TIP PROTECT 1-5878 , ?a ',� POT Sto.1022+00.00 AH
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is
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9
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Ago"�� ���T.�'�` �' L—POT STA.1063+00.00
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°
BEGIN CONSTRUCTION `•i.�. ,�,L>hy `` ePilliiii&r.....,,'Mftri
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-Y14-POT Sta.44+25.00 END BRIDGE {_POT STA.1042+25_
-Y14-POT STA.27+18.78 SITE 3,4,5
END CONSTRUCTION _y24-POT SO.69+53.13 -SR12-POT Sta 10+13.67
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO END CONSTRUCTION -Y15-POC Sta.49+30.00 BEGIN CONST'UCTION
THE LIMITS ESTABLISHED BY METHOD II&III. END CONSTRUCTION END BRIDGE
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS
BEING LIMITED TO INTERCHANGES. -LREV-POT STA 1003+31.60
A PORTION OF THIS PROJECT IS WITHIN DUNN MUNICIPAL BOUNDARIES BEGIN BRIDGE .ee..us,ox..u,as=
v mLREV-POT STA.1002+26.85
U GRAPHIC SCALES DESIGN DATA PROJECT LENGTH r°0°' la L ;B,1Lee�,'. amp HYDRAULICS ENGINEER
5 i 5 po ADT 2020- 61,400 Michael Baker 7°„nr,,;^^^"���
l I I {, ADT 2040= 83,400 LENGTH ROADWAY TIP PROJECT I-5878............2.190 MILES INTERNATIONAL f
_
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n aam.
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n PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 1-5878...........0.026 MILES me srexaOa srar.Lnu t
RIGHT OF WAY DATE: C.IAN�af TER.P.E. ...OAD ra
ii T = 18 %• TOTAL LENGTH OF TIP PROJECT I-5878 2.216 MILES MOATS ROADWAY DESIGN
�nillill�-ft V = 70 MPH PHASE I.
j
PROFILE HORIZONTAL MARCH 29,2018 RICK STTATON� ENGINEER
O (HORIZONTAL) •(13%TTST+5% DUALS) FINAL:
10 5 0 10 20 FUNC CLASS= AUGUST L:2019
aUI i I I I I I I I I I` _L_--I INTERSTATE LETTING DATE STEVE D.KEND.tALL,P.E. s
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-- 0.021 0.021
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_____ _ — - - - - - - 190
191.O7
20+00.00
180 180 _
SITE 6
200 FILL IN WETLAND n 200
0.047 0.04J
9=\ J:)
190 1 ______ -
___ __ _ ____ - - 190
I I I
19+50.00
180 _ 180
11,
V jk.IN WETLAND 6 200
0.060 0.,
190 _ _____---- L
191.51 - -----' 1
19+00.00 1
180 180
200 FILL N WETLANI n 0
0.060 0.,
J:1
190 ----_— — _— _ 1111111111111111111110
19C.94
18+50.00
20 3 SITE
V
200 61 FILL IN WETLAND yI 379. 200
0.060 0.360
_L 3a .1
91 50
18+00.00
13,' Ian
gF -SF 9a-
r Iso 140 130 130 110 100 90 80 ro 60 90 30 ID 0 ID 20 30 50 60 70 80 90 140 130 130 130 1.0 150

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I E SURFACE WA I EH IMPAC I S
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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (It) (It) (ft)_
1 21+71 to 22+33-Y14RPB- 2 AT 60"WELDED STEEL 0.020 108
INLET CHANNEL 0.003 0.002 24 12
_ 1A 15+47-NBCD- 1 AT 8.x8'RCBC 0.004 83
15+47-NBCD-LT INLET CHANNEL 0.030 28
15+47-NBCD-RT OUTLET CHANNEL 0.020 0.003 92 16
1B 21+71 to 22+10-Y14PRB-LT ROADWAY FILL 0.003 35
2 1035+67 to 1036+76-L-LT ROADWAY FILL 0.014 94
_ 3 1038+79 to 1041+14-L-LT ROADWAY FILL 0.165 0.027
1041+96 to 1045+30-L-LT ROADWAY FILL 0.123 0.039 0.018 0.021
4 1042+86 to 1044+16-L-RT ROADWAY FILL 0.018 0.031 0.020
1044+41 to 1045+26-L-RT ROADWAY FILL 0.402 0.090
_ 5 1042+09-L- 3 AT 8'x9'RCBC 0.103 86
1042+09-L-LT INLET CHANNEL 0.013 0.013 16 12
1042+09-L-RT OUTLET CHANNEL 0.030 0.018 39 11
6 17+51 to 19+89-SR9A- ROADWAY FILL 0.273 0.050
TOTALS`: 0.981 0.000 0.031 0.226 0.000 0.244 0.071 511 145 0
'Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-5-2020
HARNETT COUNTY
1-5878
53078.1.2
'noised 00Fre SHEET 18 OF 18

Hi wa North Carolina Department of Transportation
gStOO1Wak E Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 53083.1.1 TIP No.: 1-5883 County(ies): Harnett Page 1 of 1
General Project Information
WBS Element: 53083.1.1 ITIP Number: 1-5883 I Project Type: Roadway Widening IDate: 12/5/2019
NCDOT Contact: Paul Atkinson,PE Contractor!Designer: William H.Hines,PE
Address:1590 Mail Service Center Address:Sungate Design Group,P.A.
Raleigh,NC 27699-1590 905 Jones Franklin Road
_ Raleigh,NC 27606
Phone:[phone] Phone:[phone]
Email:patkinson@ncdot.00v _ Email:[e-mail]
City/Town: Benson County(ies): Harnett
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 3.201 mi. I Surrounding Land Use: 'Urban and Agricultural
Proposed Project Existing Site
Project Built-Upon Area(ac.) 85.7 ac. 49.9 ac.
Typical Cross Section Description: Concrete median barrier.4 paved lanes with a 12'paved shoulder in each direction. Grassed median with 2 paved lanes in each direction.
Outside grass roadway ditches with 6:1 sides.Cut and fill slopes have a maximum 3:1
slope.
Annual Avg Daily Traffic(veh!hr!day): Design/Future: 75700 Year:2040 Existing: 58000 Year: 2019
General Project Narrative: The North Carolina Department of Transportation(NCDOT)has proposed to widen 1-95 from south of SR 1808(Jonesboro Road-Exit 75)to north of SR 1709(Hodges Chapel
(Description of Minimization of Water Road-Exit 77).There are 2 proposed major structures involved with the improvements to 1-95 that are to be constructed at existing stream crossing locations.The first proposed
Quality Impacts) structure,along Mingo Swamp Tributary I,is a 2 @ 66"trenchless installation welded steel pipe with a headwall.The proposed pipes will be buried 1'.The proposed pipes are
replacing 2 @ 48"RCP without a headwall.The pipe construction will include downstream channel improvements.The second proposed structure,along Mingo Swamp Tributary
1,is a 2 @ 7'x 6'Reinforced Concrete Box Culvert with a 6"beveled headwall.The proposed culvert will be buried 1'.The proposed culvert is replacing 2 @ 48"RCP with a
headwall.The culvert construction will include upstream and downstream channel improvements.Both structures have been designed to have as little environmental and surface
water impacts as possible.Velocities at jurisdictional features and wetlands are non-erosive.
WI Waterbod Information
Surface Water Body(1): Mingo Swamp NCDWR Stream Index No.: 18-68-12-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: 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)

See sheet IA Far Index of sheets STATE OF NORTH CAROLINA PERMIT DRAWING N.C. 1-5883 1
See sheet le For Conventional Symbols SHEET 1 OF 38
/ -� DIVISION OF HIGHWAYS ..,.__ .. -
S '� 53083.1.1 NHPP-00951033)74 P.E.
J --%• ,�. HARNETT COUNTY 53083.].] NHPP-00 9 510 3 317 6 RrJI 8 UIIL.
NI
� " 1 ENCP'•Jkl00
1-5883v`t ff r LOCATION: IMPROVE I-95 INTERCHANGES AT SR 1808(JONESBORO ROAD) FINAL RIGHT OF WAY PLANS
�/' r (EXIT 75)AND SR 1709(HODGES CHAPEL ROAD)(EXIT 77).
r
4r t TYPE OF WORK:GRADING,PAVING,DRAINAGE,AND STRUCTURES
U !r oao lif 1�1�����i��i�W M,
'� WETLAND AND SURFACE WATER IMPACTS PERMITIP it►.edi oloks;•p,
4 °"E% n
0 ,-' �CTION 3 �+�'
GIN P�J ' -Y17-POC Sta.13+50.00
ly CEO / BEGIN CONSTRUCTION END TIP PRO ECT 1-5883
"[1 1 VICINITY MAP -L-POT Sta.]232+00.00
'�) (Not to Scale) SITE 19 yao` SITE 17,18
PM SITE 4 -Y16-POT Sta.11+50.00
BEGIN CONSTRUCTION 10 e -SR16-POT Sta.85+93.6.
SITE 2 r END CONSTRUCTION
,,,v SITE 1 -SR13-POT Sta.59+70.56 SITE 12
rftil li. END CONSTRUCTION
_A._�y
DRNN ��� \ � BEGIN BRIDGE -SR16-POT Sta.10+00.00 SITE 11 �T� 1��` To eENso
�' r� r� -YI6-POT STA.26+16± BEGIN CONSTRUCTION -����1
Emili
airamiima
BEGIN TTP PRO ECT I-883 v�J : \��' `
-L-POT Sta.IRO+00.00 �14p I ��
END BRIDGE . GEORG4 PE,Y L.E RD. BEGIN BRIDGE
-Y16-POT STA.28+01 �-`� ' yy``\\ -Y17-POT STA.25+77±
V • -Y26-POT Sta.10+11.21 7 ��p
SITE b � v BEGIN CONSTRUCTION 'S-• SITE 13
END BRIDGE
-SR15-POT Sta.10+13.43 jg2 •O-I5 ® -Y17-POT STA.27+84±
BEGIN CONSTRUCTION O -Y77-POT 51a.40+50.00
SITE 8 I I SITE 20,21
-Y16-POT Sto.44+00.00 END CONSTRUCTION
END CONSTRUCTION SITE 10I
-Y26-POT Sta.30+84.53
CLEARING ON IRIS PROJECT SHALL BE PERFORMED 70 END CONSTRUCTION
TIM LIMITS ESTABLISHED BY METHOD II Ca III
re Is A coom,!FP AAccEss PROJECT WITH ACCESS -5R17-POT Sta.10+09.89
�I ` DEw0 rLwlaD o CIDINGES BEGIN CONSTRUCTION• Y1 ""°"""""`°"°`
re
U GRAPHIC SCA!FS DESIGN DATA PROJECT LENGTH ram' t°".°a 'W HYDRAULICS ENGINEER
Michael Baker r,i727,7,'' ' _
ADT 2019 = 58,000 LENGTH ROADWAY TIP PROJECT 1-5883 3.201 MILES `"c'"
51411110 S ADT 2040= 75.700 INTERNATIONAL f
K = 7 % FOR DIVISION ry OF cHIGHWAYS'
1/��lyy; PLANS p = 55 %
11 50 45, 0 5,0 100 TOTAL LENGTH OF TIP PROJECT 1-5883 3.201 MILES m� a SPECIFICATIONS SUSAN 0C.LANCASTER.P.E :,rw N
T = 24 %" nwecr e .vaen ROADWAY DESIGN ENGINEER
V = 70 MPH RIGHT OF WAY DATE
O PROFILE(HORIZONTAL)
(HORIZONTAL)) '(7TST 17% + DUAL 7%) February 28,2018 CURT IS°TILLMAN.PE
1.49 10 5. 9 10 20 FUNC CLASS= nn°rncr cvcn "cxnnn
r, INTERSTATE LETTING DATE, STEVE D.KENDALL,PE
ai.`\v7 PROFILE(VERTICAL( STATEWIDE TIER July 21.2020 "''aOr`'�"'"cr eE

PERMIT DRAWING ''a'ro'iFssn'''' I E"zs
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Fa REFEREN o. SEE.N ol.I-5883E N X 5070.
/70 /EF /70 /40 /30 /20 /F 100 N •F 70 60 97 40 X 30 /7 0 /7 03 30 40 97 97 70 80 90 /00 hip /4o do
PERMIT DRAWING
SHEET 4 OF 38
Pon Pon
'71 6R13 XI
40+51.47
0.020 0.020 wp
2d0 / _3 0025 0025 0.0"5 0.025 200
IM 195.37 ��7:1 �V.�� �———— 195-_.`J�_
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DENOTES IMPACTS IN % DENOTES IMPIO.CTS IN spp x• o sr loo �''`',7 n xo I xx24o.
/ SURFACE WATER //� SURFACE WATER 1��lC` P� xo.
(POND) II SCALE:1^=100'
rD mE SITE 2 DENOTES TEMPORARY s o
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1al,
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7r 25'12.5' 0 25' 50' 7%*97 - --
DENOTES IMPACTS IN �1-598„6B�E�
//C/ DENOTES FILL IN // SURFACE WATER SCALE:I"=50' M''y WETLAND (POND)
WDENOTES IMPACTS IN e
SURFACE WATER 9
DENOTES TEMPORARY SITE 2 2
//✓ //n,I IMPACTS IN SURFACE WATER
co Nr
DENOTES EXCAVATION RN -� OMEN IN WETLAND �.�...�„ .2I 11.7. ..Ail SIONATURE*COMPLETED
H � P • P • P • P P • P • P • P • P P � „e
DENOTES MECHANIZED M O -� PERMIT DRAWING
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,�^ tr SHEET 7 OF 38
J J� P • P • P • P . . P • P • P • P • P P
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MECHANIZE? P P P P P P P P P P P P P P
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1129+35 to 1130+03-L-RT ROADWAY FILL 0.004 53
9 1132+67 to 1132+90-L-RT ROADWAY FILL 0.004 41
TOTALS`: 0.041 0.000 0.069 0.058 0.000 3.346 0.005 745 i 58 0
'Hounded totals am sum of actual impacts
NOTES:
Site 6:Wetland Total Take NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
04-20-2020(Rev)
HARNETT COUNTY
1-5883
53083.1.1
leGsee zoierw SHEET 36 OF 38

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I E SURFACE WA I EH IMPAC I S
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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
10 1180+80 to 1182+98-L-RT 2 AT 48"PIPE 0.040 0.070
1183+40 to 1183+72-L-RT OUTLET CHANNEL 0.070 0.003 0.002 20 10
11 1182+35 to 1185+15-L-LT 2 AT 48"PIPE 0.110 0.060
12 64+09 to 64+34-SR16- 54"PIPE 0.008 69
OUTLET CHANNEL 0.002 0.002 16 12
13 17+23 to 19+17-Y17RPC-RT 42"PIPE 0.002 0.040 0.040
14 24+28 to 24+55-Y17RPB-LT ROADWAY FILL 0.008
15 30+73 to 33+56-SR17- POND 0.760
16 34+02 to 34+89-SR17-RT ROCK FILL IN POND 0.100
17 10+45 to 11+82-Y17RPA-RT POND 0.490
_ 18 1220+34-L- 2 AT 7'x6'RCBC 0.020 37
1219+97 to 1220+81-L-LT INLET CHANNEL 0.094 0.009 26
1220+35 to 1220+55-L-RT OUTLET CHANNEL 0.009 0.006 31 15
TOTALS`: 0.254 0.000 0.110 0.170 0.000 1.401 0.010 199 37 0
'Rounded totals are sum of actual impacts
NOTES:
Site 14:Wetland Total Take NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
04-20-2020(Rev)
HARNETT COUNTY
I-5883
53083.1.1
IRA..mierw SHEET 37 OF 38

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I E SURFACE WA I EH IMPAC I S
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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (It) (ft)_
19 53+56 to 54+86-SR13- 54"PIPE 0.007 0.002 100 22
53+56 to 53+89-SR13-LT OUTLET CHANNEL 0.001 0.002 18 16
20 12+67 to 13+62-Y26-RT 2 at 42"PIPE 0.030 0.011
_ 21 12+72 to 13+54-Y26- 2 at 42"PIPE 0.040 0.010
13+05 to 13+18-Y26-LT OUTLET CHANNEL 0.008 0.033
12+72 to 13+54-Y26-LT DRAINAGE DITCH 0.020
----------
TOTALS THIS PAGE 0.070 0.000 0.038 0.044 0.000 0.008 0.004 118 38
TOTALS SHEET 36 0.041 0.000 0.069 0.058 0.000 3.346 0.005 745 58 0
TOTALS SHEET37 0.254 0.000 0.110 0.170 0.000 1.401 0.010 199 37 0
TOTALS`: 0.365 0.000 0.217 0.272 0.000 4.755 I 0.019 1062 133 0
'Rounded totals are sum of actual impacts
NOTES:
Site 18:Wetland Total Take NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
04-20-2020(Rev)
HARNETT COUNTY
I-5883
53083.1.1
leAeeezoierw SHEET 38 OF 38

See sheet IA Far Index of sheets STATE OF NORTH CAROLINA PERMIT DRAWING N.C. 1-5883 1
See sheet le For Conventional Symbols SHEET 1 OF 11
, .
/ DIVISION OF HIGHWAYS ..,.__ .. -
S /14,11,,,, 53083.1.1 NHPP-00951033174 P.E.
J -% � ,. HARNETT COUNTY53083.].] NHPP-00 9 510 3 317 6 RrJI 8 UIIL.
a &( END P'•Jk100
1-5883tril
v'- I; ff� • LOCATION: IMPROVE I-95 INTERCHANGES AT SR 1808(JONESBORO ROAD) FINAL RIGHT OF WAY PLANS
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r
/of l TYPE OF WORK:GRADING,PAVING,DRAINAGE,AND STRUCTURES
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CLEARING ON IRIS PROTECT SRArc BE PERFORMED 2.0 END CONSTRUCTION
THE MITTS ESTABLISHED BY METHOD II Ea III
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Prepared
U GRAPHIC SCA!FS DESIGN DATA PROJECT LENGTH '"t,"'.,°ra,GB "W HYDRAULICS ENGINEER
Michael Baker r.7)27a° M
ADT 2019 = 58,000 LENGTH ROADWAY TIP PROJECT 1-5883 3.201 MILES `"""
51411110 Y ADT 2040= 75,700 INTERNATIONAL f
l.
K = 7 % FOR DIVISION ry OF HIGHWAYS'
1/����lyy; PLANS p = 55 %
11 50 25, 0 5,0 100 TOTAL LENGTH OF TIP PROJECT 1-5883 3.201 MILES m� a SPECIFICATIONS SUSAN SC.LANCASTER.P.E :,rw es IA
;InnT = 24 %" nwecr e .vaen ROADWAY DESIGN ENGINEER
V = 70 MPH RIGHT OF WAY DATE
O PROFILE(HORIZONTAU •OTST 17% + DUAL 7%) February 28,2018 IS°TILLMAN.PE •
1.49 10 5. 0 10 20 FUNC CLASS= nn°rncr cvcn "cxnnn
r, INTERSTATE LETTING DATE, STEVE D.KENDALL,PE
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_� z II \

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I E SURFACE WA I ER IMPAC I S
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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (It) (ft)_
3 41+32 to44+84-SR14-RT UTILITY 0.181
5 22+21 to 24+03-Y16RPC-RT UTILITY 0.004 40
9 35+16 to37+39-SR16-RT UTILITY 0.102 0.002 31
10 15+33 to 18+90-SRISRT UTILITY 0.190 0.002 14
13 17+23 to 19+17-Y17RPC-RT UTILITY 0.301
16 34+02 to34+89-SR17-RT UTILITY 0.010 19
18 1220+35 to 1220+55-L-RT UTILITY 0.008 19
22 39+98 to41+67-SR14-RT UTILITY 0.094 0.004 23
TOTALS`: 0.000 0.000 0.000 0.000 0.868 0.000 0.030 0 146 0
'Rounded totals are sum of actual impacts
NOTES:
Ste 6:Wetland Total Take NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-20-2020
HARNETT COUNTY
1-5883
53083.1.1
le,,i„e xoieew SHEET 11 OF 11

Highway North Carolina Department of Transportation
Sicutl7WraFtwr
.-. Highway Stormwater Program
STORMWATER MANAGEMENT PLAN \ d
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.1.3 TIP No.: I-5986B County(ies): Harnett Johnston Page 1 of 6
General Project Information
WBS Element: 47532.1.3 ITIP Number: I-5986B I Project Type: Roadway Widening IDate: 12/5/2019
NCDOT Contact: Paul Atkinson,PE Contractor)Designer: William H.Hines
Address:1590 Mail Service Center Address:Sungate Design Group,P.A.
Raleigh,NC 27699-1590 905 Jones Franklin Road
Raleigh,NC 27606
Phone:[phone] Phone:[phone]
Email:patkinson(a�ncdot.00v Email:[e-mail]
City/Town: Benson County(ies): Harnett Johnston
River Basin(s): Cape Fear Neuse CAMA County? No No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 3.456 mi. I Surrounding Land Use: 'Urban and Agricultural
Proposed Project Existing Site
Project Built-Upon Area(ac.) 84.7 ac. 46.8 ac.
Typical Cross Section Description: Concrete median barrier.4 paved lanes with a 12'paved shoulder in each direction. Grassed median with 2 paved lanes in each direction.
Outside grass roadway ditches with 6:1 sides.Cut and fill slopes have a maximum 3:1
slope.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 92900 Year:2040 Existing: 66700 Year: 2020
General Project Narrative: The North Carolina Department of Transportation(NCDOT)has proposed to widen 1-95 from north of SR 1709(Hodges Chapel Road-Exit 77)to 1-40(Exit 81).There are 5
(Description of Minimization of Water proposed major structures involved with the improvements to 1-95 that are to be constructed at existing stream crossing locations.The first proposed structure,along Mingo
Quality Impacts) Swamp,is a 1 @ 72',1 @ 101'-10",1 @ 72'45"Florida I-Beam Bridge with 4'tall end bents.The proposed bridge is replacing a 4 @ 12'x 9'Reinforced Concrete Box Culvert
(RCBC)with a square edge headwall.The bridge construction will include channel improvements underneath the structure.The second proposed structure,along UT to Hannah
Creek,is an 84"Trenchless Installation Welded Steel Pipe with a headwall.The proposed pipe is replacing a 72"Reinforced Concrete Pipe(RCP)with a headwall.The pipe
construction will include downstream channel improvements.The third proposed structure,along UT to Hannah Creek,is a 84"RCP-III with a headwall.The proposed pipe is
replacing a 72"RCP with a headwall.The pipe construction will include upstream and downstream channel improvements.The fourth proposed structure,along Driving Branch,
is a 1 @ 105'45"Florida 1-Beam Bridge with 4'tall end bents.The proposed bridge is replacing a 2 @ 6'x 8'RCBC with a square edge headwall.The bridge construction will
include channel improvements underneath and downstream of the structure.The fifth proposed structure,along Driving Branch,is a 2 @ 6'x 9'RCBC with a 6"beveled
headwall.The proposed culvert will be buried 1'.The proposed culvert is replacing a 2 @ 6'x 8'RCBC with square edge headwall.The culvert construction will have channel
improvements upstream of the culvert.A channel change downstream of the culvert is being proposed to correct a disruption in the path of the natural channel caused by beaver
dams.All the above structures have been designed to have as little environmental and surface water impacts as possible.Velocities at jurisdictional features and wetlands are
non-erosive.
Waterbod Information
Surface Water Body(1): Mingo Swamp NCDWR Stream Index No.: 18-68-12-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: 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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

1-IighwaV North Carolina Department of Transportation
Sior[TnvdtY Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.1.3 TIP No.: I-5986B County(ies): Harnett Johnston Page 2 of 6
Additional Waterbody Information
Surface Water Body(2): I Hannah Creek NCDWR Stream Index No.: 27-52-6
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None _
Impairments: None
Aquatic T&E Species? No Comments:
_NRTR Stream ID: Buffer Rules in Effect: I Neuse
_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)
IIII
Surface Water Body(3): Driving Branch NCDWR Stream Index No.: 27-52-6-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None _
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: I Neuse
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo
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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

Highway North Carolina Department of Transportation -(
SioYLTlwdtel'
,...,,. Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element:47532.1.3 TIP No.: I-5986B County(ies): Harnett Johnston Page 3 of 6
Swales
Station&Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated wi
No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
39 1300+50-L-RT (2)Hannah 0.0 6.0 5.0 0.3 30 243 0.35% 0.9 0.7 1.1 0.8 No Yes
1302+43-L-RT Creek
39 1302+43-L-RT (2)Hannah 0.0 6.0 5.0 0.8 80 157 0.96% 3.1 1.5 4.0 1.6 No Yes
1304+00-L-RT Creek
40 1306+50-L-RT (2)Hannah 0.0 6.0 3.0 1.5 150 573 0.41% 4.7 1.2 6.1 1.3 No Yes
1312+23-L-RT Creek
40 1307+50-L-LT (2)Hannah 3.0 6.0 3.0 1.8 180 350 0.30% 4.7 1.1 6.1 1.2 No Yes
1311+00-L-LT Creek
40 1311+00-L-LT (2)Hannah 3.0 3.0 3.0 12.0 1200 590 0.30% 13.9 1.6 18.9 1.7 No Yes
1316+90-L-LT Creek
40 1313+50-L-RT (2)Hannah 0.0 6.0 3.0 1.2 120 332 0.45% 3.9 1.2 5.1 1.3 No Yes
1316+82-L-LT Creek
41 1318+50-L-RT (2)Hannah 0.0 6.0 4.0 1.4 140 550 0.30% 4.8 1.1 6.2 1.2 No Yes
1324+00-L-RT Creek _
41 1324+50-L-LT (2)Hannah 0.0 6.0 3.0 0.9 90 250 0.32% 1.8 0.9 2.4 1.0 No Yes
1327+00-L-LT Creek _
41 1326+00-L-RT (2)Hannah 0.0 6.0 3.0 0.4 40 187 0.30% 1.5 0.8 1.9 0.9 No Yes
1327+87-L-RT Creek
42 1336+00-L-RT (2)Hannah 0.0 6.0 3.0 1.2 120 535 1.28% 4.3 1.9 5.5 2.0 No Yes
1341+35-L-RT Creek
42 1339+85-L-LT (2)Hannah 0.0 6.0 3.0 5.9 590 125 0.40% 10.7 1.5 14.4 1.6 No Yes
1341+10-L-LT Creek
42 1345+00-L-RT (2)Hannah 5.0 6.0 3.0 21.0 2100 215 2.00% 54.1 4.0 70.7 4.3 No Yes
1347+15-L-RT Creek
1347+46-L-RT (2)Hannah
42 0.0 5.0 3.0 3.8 380 H 129 1.20% 13.1 2.5 17.2 2.6 No Yes
1348+75-L-RT Creek
42 1350+00-L-RT (2)Hannah 0.0 6.0 4.0 0.2 20 100 0.23% 0.7 0.6 0.9 0.6 No Yes
1351+00-L-RT Creek
42 1351+00-L-RT (2)Hannah 0.0 6.0 6.0 0.2 20 50 0.40% 0.5 0.7 0.7 0.7 No Yes
1351+50-L-RT Creek
42 1351+50-L-RT (2)Hannah 0.0 6.0 6.0 0.1 10 50 1.60% 0.3 1.0 0.4 1.0 No Yes
1352+00-L-RT Creek
42 1355+00-L-LT (2)Hannah 0.0 6.0 4.0 1.6 160 400 0.38% 4.7 1.2 6.1 1.3 No Yes
1359+00-L-LT Creek
43 1359+00-L-LT (2)Hannah 0.0 6.0 4.0 1.7 170 426 0.40% 4.9 1.2 6.3 1.3 No Yes
1363+26-L-LT Creek
43 1359+00-L-RT (2)Hannah 0.0 6.0 4.0 1.1 110 426 0.40% 3.0 1.1 3.9 1.1 No Yes
1363+26-L-RT Creek
Additional Comments

Highway North Carolina Department of Transportation
SIOYLT1wdtPT' Highway Stormwater Program ;4;.7' .
STORMWATER MANAGEMENT PLAN �`-----
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS _
WBS Element:47532.1.3 TIP No.: I-5086B County(ies): Harnett Johnston Page 4 of 6
Swales _
Station&Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
43 1363+26-L-LT (3)Driving 0.0 6.0 6.0 0.5 50 247 0.53% 1.6 1.0 2.0 1.0 No Yes
1365+73-L-LT Branch
43 1363+26-L-RT (3)Driving 0.0 6.0 3.0 1.5 150 574 1.21% 4.5 1.8 5.8 2.0 No Yes
1369+00-L-RT Branch
43 1365+73-L-LT (3)Driving 0.0 6.0 6.0 1.1 110 363 0.91% 3.1 1.4 4.0 1.5 No Yes
1369+36-L-LT Branch
441369+36-L-LT (3)Driving 0.0 6.0 4.0 0.9 90 364 1.38% 2.5 1.6 3.3 1.7 No Yes
1373+00-L-LT Branch
441374+00-L-LT (3)Driving 2.0 6.0 3.0 12.4 1240 200 1.60% 21.6 3.0 28.4 3.2 No Yes
1376+00-L-LT BranchNM
441376+25-L-LT (3)Driving 0.0 6.0 4.0 1.1 110 375 2.01% 3.2 2.0 4.1 2.1 No Yes
1380+00-L-LT Branch
441380+00-L-LT (3)Driving 0.0 6.0 4.0 1.6 160 300 2.01% 4.4 2.2 5.7 2.3 No Yes
1383+00-L-LT Branch
45 1383+00-L-LT (3)Driving 0.0 6.0 4.0 1.0 100 400 1.67% 3.1 1.9 4.0 2.0 No Yes
1387+00-L-LT Branch
45 1395+50-L-LT (3)Driving 0.0 6.0 6.0 0.1 10 50 0.46% 0.3 0.6 0.4 0.7 No Yes
1396+00-L-LT Branch
46 1396+00-L-LT (3)Driving 0.0 6.0 4.0 0.4 40 200 0.45% 1.3 0.9 1.7 1.0 No Yes
1398+00-L-LT Branch
46 1398+00-L-LT (3)Driving 0.0 6.0 4.0 1.0 100 400 0.44% 3.0 1.1 3.8 1.2 No Yes
1402+00-L-LT Branch
47 1400+00-L-RT (3)Driving 2.0 6.0 3.0 9.2 920 1528 0.70% 15.5 2.0 21.4 2.2 No Yes
1415+28-L-RT Branch
47 1408+50-L-M (3)Driving 0.0 5.0 5.0 0.5 50 181 1.19% 1.7 1.4 1.8 1.4 No Yes
1410+31-L-M Branch
47 1410+31-L-M (3)Driving 0.0 5.0 5.0 0.6 60 400 0.73% 1.8 1.2 2.3 1.3 No Yes
1414+31-L-M Branch
41 19+00-Y28-LT (2)Hannah 0.0 4.0 3.0 2.0 200 231 1.49% 3.2 1.9 4.2 2.1 No Yes
21+31-Y28-LT Creek
42 12+93-Y18RPB-LT (2)Hannah 0.0 3.0 3.0 0.1 10 50 2.27% 0.3 1.3 0.4 1.4 No Yes
13+43-Y18RPB-LT Creek
Additional Comments

Highway North Carolina Department of Transportation sd `
SIOYLT1�VdtPT' Highway Stormwater Program €
STORM WATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element:47532.1.3 TIP No.: I-5986B County(ies): Harnett Johnston Page 5 of 6
Swales
Station&Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
42 12+00-Y18RPC-RT (2)Hannah 2.0 6.0 3.0 3.7 370 524 0.30% 8.1 1.3 10.5 1.3 No Yes
17+24-Y18RPC-RT Creek
42 19+42-Y18RPD-RT (2)Hannah 0.0 4.0 3.0 2.6 260 390 5.03% 8.1 3.8 10.5 4.1 No Yes
23+32-Y18RPD-RT Creek
42 12+81-Y18RPD-RT (2)Hannah 0.0 6.0 4.0 1.6 160 400 0.63% 4.7 1.4 6.0 1.5 No Yes
1359+00-L-RT Creek
42 12+81-Y18RPD-RT (2)Hannah 0.0 6.0 4.0 0.6 60 234 0.96% 2.0 1.3 2.6 1.4 No Yes
15+15-Y18RPD-RT Creek
40 9+50-Y29A-RT (2)Hannah 2.0 3.0 3.0 7.6 760 2473 0.30% 12.2 1.5 16.6 1.6 No Yes
34+23-Y29A-RT Creek
39 12+00-Y29A-LT (2)Hannah 0.0 4.0 3.0 0.6 60 316 1.16% 1.1 1.4 1.5 1.4 No Yes
15+16-Y29A-LT Creek _
39 15+16-Y29A-LT (2)Hannah 0.0 4.0 3.0 0.5 50 184 1.34% 1.1 1.4 1.4 1.5 No Yes
17+00-Y29A-LT Creek
40 34+29-Y29A-RT (2)Hannah 0.0 3.0 3.0 0.5 50 515 1.27% 1.4 1.5 1.8 1.6 No Yes
39+44-Y29A-RT Creek
4414+00-Y33-LT (3)Driving 0.0 4.0 3.0 0.1 10 253 2.25% 0.2 1.2 0.3 1.3 No Yes
16+53-Y33-LT Branch _
4416+53-Y33-LT (3)Driving 0.0 4.0 3.0 0.2 20 210 1.18% 0.5 1.1 0.6 1.2 No Yes
18+63-Y33-LT Branch
4418+15-Y33-RT (3)Driving 4.0 3.0 3.0 23.7 2370 161 0.31% 40.4 2.1 54.7 2.2 No Yes
19+76-Y33-RT Branch _ _
4418+63-Y33-LT (3)Driving 0.0 4.0 3.0 0.2 20 65 1.78% 0.5 1.3 0.6 1.4 No Yes
19+28-Y33-LT Branch _
4419+43-Y33-LT (3)Driving 0.0 4.0 3.0 0.5 50 457 0.33% 1.4 0.9 1.8 1.0 No Yes
24+00-Y33-LT Branch
45 1378+00-L-RT (3)Driving 4.0 3.0 3.0 9.9 990 1413 1.65% 26.9 3.4 34.9 3.7 No Yes
35+56-Y33-LT Branch
45 25+94-Y33-RT (3)Driving 0.0 4.0 3.0 0.4 40 357 3.88% 1.3 2.2 1.6 2.3 No Yes
29+51-Y33-RT Branch
45 35+87-Y33-LT (3)Driving 2.0 3.0 3.0 3.3 330 519 1.45% 10.6 2.6 13.7 2.8 No Yes
41+06-Y33-LT Branch
Additional Comments Mill I

Highway North Carolina Department of Transportation
SIOY[TRVdtPT' Highway Stormwater Program '�
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element:47532.1.3 TIP No.: I-5986B County(ies): Harnett Johnston Page 6 of 6
Swales
Station&Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
45 40+10-Y33-RT (3)Driving 0.0 4.0 3.0 0.3 30 346 1.49% 1.0 1.4 1.3 1.5 No Yes
43+56-Y33-RT Branch
Additional Comments

See Sheet IA Far Index at Sheets STATE OF NORTH CAI';OLINA PERMIT DRAWING
See Sheet IB Far ConventionalSymbols" e N.C. I-5986B 1
(B ", SHEET 1 OF 37
\ \ ;1 DIVISION OFHIGHWAYS -. -- -aw �-
47531.1.3
� 47531.1.3 RAN 8 UTIL.
/:o 7 '• iI1eil HARNETT AND
Aill-
a 1 JOHNSTON COUNTIES
In 11 eENso D PRO C1 15986E
i TYLINITi1* FINAL RIGHT OF WAY PLANS
///jjj������ LOCATION: IMPROVE 1-95 INTERCHANGES AND WIDEN TO EIGHT LANES
l _ FROM NORTH OF SR 1709(HODGES CHAPEL
[y ROAD)(EXIT 77)TO 1-40)(EXIT 81). Oi Aal:fg11►I��(-L��++
C r; TYPE OF WORK:GRADING,PAVING,DRAINAGE,SIGNALS,CULVERT �r�'r►:gel• 41,E �i
-: AND STRUCTURES rib �t•h)�t ti.47�
O b 7 To ` -Y28-POT S10.15+75.00 -Y28A-POT Sta.15+60.85 eyM1" rA.t
-Y29-POT Sta.20+00.00 BEGIN CONSTRUCTION BEGIN CONSTRUCTION
B.` IN PROJE BEGIN CONSTRUCTION BENSON
.� ♦ CITY LIMIT -Y28-POT Sta.31+00.00
[1 VICINITY MAP BEGIN BRIDGE END CONSTRUCTION
"4 (NOt to Scale) -Y29-POT STA.27+40.46 -Y18-POT Sta.10+00.00
BEGIN BRIDGE / BEGIN CONSTRUCTION END TIP PRO ECT I-5986B,� -L-POT Sta.1414+50.00
-L-POT STA.1259+11 t P yam- 1 BEGIN BRIDGE
[� SITE 1,2,3 �� a ' SITE 6 -L-POT STA.1390+66m
END BRIDGE Y
-L-POT STA.1261+56± 11 -�1��./l `
B t—i� END BRIDGE
-Y27-POT Sta.10+11.60 �—11 l �_ BENSON -L-POT STA.1391+72+
BEGIN CONSTRUCTION \ -� ,1 '-.=/i" © CIN LIMIT
��1 + •i 744,11 -Y19RPB-POC Sta.23+00.00
�A`�•��������� � \��� BEGIN CO. ,
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-Y27-POT Sta.10+92.32 END BRIDGE BENSON 1111 _
END CONSTRUCTION SITE 4. -Y29-POT STA 29+37.96 CITY LIMIT -Y18-POT Sta.37+38.58 �.;1►��/�
END CONSTRUCTION BRANCH ��l�
BEGIN TIP PRO 'CT I-5986B -Y29-POT Sta.35+50.00 -Y30-POC Sta.19+00.00 v 7,4II'\\
-L-POT Sta.1232+00.00 END CONSTRUCTIONBEGIN CONSTRUCTION a,�. '
SITE 5 -Y29A-POT Sta.39+88.01 ��
END CONSTRUCTION -Y33-POC Sta.10+50.00 SITE 10 ]
r xG Ox rmUS,,En gvI N.00 rc,,,.Sep ro BEGIN CONSTRUCTION -Y33-POC Sta.45+50.00 0 mph F(p
MS GISd coxr,iroErmlccs,s rsolecr WITH ACCESS TLAND AND SURFACE WATER IMPACTS PERM! END CONSTRUCTION
A PORTION OP THIS PROJECT IS WITHIN BERSON MUNICIPAL BOUNDARIES SECTION 4 (NORTH) -Y19RPCA-ST Sta.18+12.13
` END CONSTRUCTION 1"r<s.,"LLa,o..."..."."�
U GRAPHIC SCA!FS DESIGN DATA PROJECT LENGTH "Z-Ta'�^".. HYDRAULICS ENGINEER
ADT 2020= 66,700 TERa ,,.. vc
50 15.-.-�-.-.UFO '1Q0 ADT 2040= 92,900 LENGTH ROADWAY TIP PROJECT I-5986B 3.390 MILES INTERNATIONAL f
R-R-R-R-R-�— K = 7 % FOR DIVISION OF HIGHWAYS
PLANS D = 55 % LENGTH STRUCTURES TIP PROJECT I-5986B 0.066 MILES _
11 5I 15, 0 50 l00 T = 18 %" TOTAL LENGTH OF TIP PROJECT-5986B 3.456 MILES s SUSAN C.IANC SUER.P.E ROADWAY DESIGN ENGINEER
ill �� V = 70 MPH RIGHT OF WAY DATE: IIIA
PROFILEPROFILE IHORI2DNTAL) '(1'TST 13% + DUAL 5%) August 30,2019 PROJECT RICK STATONi
lI 5. 9 10 20 FUNC CLASS= urea ucrm"�cr"
INTERSTATE LETTING DATE: STEVE D.KENDALL,PE
»»N`��7 PROFILE(VERTICAL) STATEWIDE TIER July 21.2020 "''aO"'�"'"cr eE

—7598,7
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//
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/ DETAIL 31
PERMIT DRAWING
/ "°°4"" SHEET 2 OF 37
END CONSTRU of N — rxowrns xoocEs
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END CONSTRUCTION
-SRI7-POT S/¢65+99.36
sr wcTirr�w a cn �`M1�
/
\. \ / INOTE�DRNE`NAY RADII= 10'
lll"` UNLESS SHOWN OTHERWISE
.— / SEE SHEET 81
FOR-SRI,PROFILE SEE SHEET 128
..,. FOR-SRI,PROFILE SEE SHEET.2

/ r.ae I-5966BN0. 75o.
/ PAY SHEET NO.
2 S 100' owwar"" amuwc
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71:141:I10 P .REFERENCE SHEET N
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Lii 150 1• 130 130 1)0 100 90 00 70 60 50 40 30 20 13 j 13 20 30 40 90 60 20 130 90 100 110 120 130 140 150

n 0 9 .annElace . men H ao1I 5986B No X-962
150 140 130 120 110 100 90 80 70 60 50 40 30 20 1) 0 13 20 30 40 90 60 70 80 90 100 40 110 40 40 150
PERMIT DRAWING
SHEET 34 OF 37
28 no
SITE 12 Z
S I SITE 8 I
9n 0 3 3 9n
FILL IN WETLANDS '' TEMP IMPACTS IN SURFACE WATER
,e o 4 0.cz0 0.(30 a 180
��--------]-- 3j- - IMPACTS IN SURFACE WATER
17n : —_— ————————————————
172.02
-37+62.U0
160 160
/W 0 200
3 SITE 8 I
IG
190 — \\ CA'ION—RA
I SITE 12 I ; 180
Rto ��\\ - FIL0(30.INW0320E1LANDSi 66PA�'15 IN IRFACE WATER 180
— ------ % �3., EXCAVATION
3y •
1]0.39 3\ — _ ——— — t]n
17138
37+12.00 MO
Z
z
190 ; I SITE 12 I t 19n
— EXCAVATION sP
C .ILL IN WE—LAN DS — SITE 12 SITE 8
180
--..
0.[2u OAeo ——IM°ACT S-1 N SURFACE
U
RFPCE WATER teo
- 3j a1 E%CAU•TION .
— — ------__ ----
170 s
11711
72.84
36+60.00
,60 8 ,60
0
I SITE 12 I Z
3 5 I SITE 12 I
,g----�-. EXCAVATION SITES 190
9ro IMPACTS SURPACF WATFR
I ILL IN WETLANDS
Y IV \�� 4 0320 0320 IMPACTS IN SURFACE WA71E9
----------- • 3, EXCAVATION
44 172.69
3E+10.00
t ,eo .
-Y33-
Evi 150 140 130 130 110 100 90 00 70 60 50 40 30 20 13 j 13 20 30 40 90 60 A 130 90 100 110 120 130 140 150

g ca- CI o. SNen NO
5986 .
5986E
til
INS I LEIX PL,a3
x-ru
PERMIT DRAWING
CI-IFFT 35 OF '17
SITE 8
7W6',0'RCBC
CL STA 35+91-Y33-
SKEW-68 DEG
190 _---
31 NOqRMAL
/ 3�2M SKEVJ� 4 3:1 NORMAL
/ BEVELED HW 3.24.1 SKEWED
\ NWS AND WS
PONT 180 / OM 6-3-19=172.4 7, ex TB LT
\ EX TB RT EY9FAYER
EX B LT / \` S DAM TOP
3 Ri —� \i 95 BETOND
-- IL- ✓ BEAVER DAM
----------- ON 6-25-19=171.3
EX BED ----------------- /� .`\
1 L A CL II RIPRAP CL 1NV-163.5 \_PROPOSED CHANNEL c/
Lf� SLOPE=0.30% SL•PE=0.30%
TOE WALL `—EX BED

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I S SURFACE WA I ER IMPAC I S
I 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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 1253+22 to 1265+83-L-LT ROADWAY FILL 0.656 0.232
2 1259+11 to 1261+57-L- BRIDGE 0.018 0.002 0.209 0.051 0.091 45 70
0.049
3 1252+49 to 1262+32-L-RT ROADWAY FILL 0.256 0.153
4 1285+01 to 1285+34-L-RT ROADWAY FILL 0.002 0.001 24 10
5 1316+76 to 1316+89-L-LT 60"RCP INLET CHANNEL 0.001 0.003 3 10
34+13 to 34+31-Y29A-RT 60"RCP OUTLET CHANNEL 0.008 0.001 73 10
6 1344+53 to 1344+68-L-LT 30"RCP 0.001 0.001 11 10
1345+63 to 1346+46-L-LT 84"PIPE 0.007 0.001 79 10
1346+77 to 1348+18-L-RT ROADWAY FILL 0.013 143
1348+18 to 1349+61-L-RT ROADWAY FILL 0.037 176
17+00 to 18+38-Y18RPD-LT 0.039 0.005 175 15
18+16 to 19+12-Y18RPD-LT 84"RCP OUTLET CHANNEL 0.050 0.020
7 18+82 to 20+22-Y33-LT 36"WSP OUTLET CHANNEL 0.041 0.048 0.013 0.018 0.003 92 49
TOTALS': 0.971 0.000 0.100 0.676 0.000 0.177 0.106 821 184 0
'Rounded totals are sum of actual impacts _
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-5-2020
HARNETT/JOHNSON COUNTIES
I-5883
53083.1.1
s"rom201e Fab SHEET 36 OF 37

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I S SURFACE WA I ER IMPAC I S
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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (e) (e) (e)
8 1390+32 to 1391+00-L-LT BRIDGE 0.001 0.010 0.068 0.012 29
BANK STABILIZATION 18
35+91-Y33- 2 AT 6'x9'RCBC 0.003 63
35+50 to35+93-Y33-LT INLET CHANNEL 0.003 0.020 31
35+89 to 36+36-Y33-RT OUTLET BANK STABILIZATION 32
35+78 to 37+86-Y33-RT OUTLET CHANNEL 0.139 0.104 0.086 0.010 207 16
9 1390+91 to 1391+43-L-LT ROADWAY FILL 0.004 0.011
10 32+25 to 33+76-Y33- ROADWAY FILL 0.090 0.050
11 1387+71 to 1388+79-L-LT ROADWAY FILL 0.006 0.002 105 29
12 33a94 to 38+27-Y33- ROADWAY FILL 0.332 0.080 0.025
TOTALS THIS SHEET 0.427 0.000 0.282 0.208 0.000 0.115 0.024 456 74
TOTALS SHEET 35 0.971 0.000 0.100 0.676 0.000 0.177 0.106 821 184 0
TOTALS': 1.398 1 0.000 0.382 0.884 0.000 0.292 0.130 1277 i 258 l 0
'Rounded totals are sum of actual impacts _
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-5-2020
HARNETT/JOHNSON COUNTIES
I-5883
53083.1.1
s.romsoiarm SHEET 37 OF 37

s�s Sheet e For In exi sheets b� STATE OF NORTH CAI';OLINA PERMIT DRAWING N.C. I-5986B 1
\ \ ¢1 _. DIVISION OF HIGHWAYS SHEET 1 OF 10 �. __
47532.1.3 w P.E.
foli 47532.2.3 i RAN 8 IHIL.
•Co 7 '♦ Y ' HARNETT AND
AO00 ON .'` JOHNSTON COUNTIES
l/y ,�CENSO D PRO CTI I-5986B
TyuNlni. FINAL RIGHT OF WAY PLANS
LOCATION: IMPROVE 1-95 INTERCHANGES AND WIDEN TO EIGHT LANES
' _ FROM NORTH OF SR 1709(HODGES CHAPEL
[y ROAD)(EXIT 77)TO 1-40)(EXIT 81). 1�r� 1a►♦ eL-++
co) qW�
i�tInev A�� 44,
� � r; TYPE OF WORK:GRADING,PAVING,DRAINAGE,SIGNALS,CULVERT �t�'rr►:��nq� �r�„�;�J�
iqG- AND STRUCTURES ���4.�#�=+"7
O "i/ ^-',��® -Y28-POT Sta.15+75.00 -Y28A-POT Sta.15+60.85 ey,,55 r�t
-V29-POT Sta.20+00.00 BEGIN CONSTRUCTION BEGIN CONSTRUCTION
`B. IN PROLE BEGIN CONSTRUCTION BENSON
\.' ♦ CITY LIMIT -Y28-POT Sta.31+00.00
04 VICINITY MAP BEGIN BRIDGE END CONSTRUCTION
'�1 (Not to Scale) -Y29-POT STA.27+40.46 -Y18-POT Sta.10+00.00
BEGIN BRIDGE BEGIN CONSTRUCTION END TIP PRO ECT I-5986B
-L-POT STA.1259+11' ia,„' -L-POT Sta 1414+50.00
`. V., / BEGIN BRIDGE
e4 END BRIDGE ,Y _ _ . SITE 6 -L-POT STA.1390+66
-L-POT STA.1261+56± , ,:.,,1 ,i���i f� END BRIDGE
-Y27-POT Sta.10+11.60 11111 ��_ ' ..". BENSON -L-POT STA.1391+72±
BEGIN CONSTRUCTION . b' V*� ^� CITY LIMIT
�11• . 6 �,��� 11v�� BEGIN CONSTRUCTION
-Y19RPB-POC Sta.23 00.00
Du � ;0 . j�T° -^'� MINGO SWAMP,' i
u BENSON SITE 7 ����`�� '
-Y27-POT Sta.10+92.32 END BRIDGE CITY LIMIT -Y18-POT$ta.37+38.58 11 \ /1i�:
END CONSTRUCTION -Y29-POT STA 29+37.96 END CONSTRUCTION DRIVING ���`_ .
BEGIN TIP PRO 'CT I-5986B -Y29-POT Sta.35+50.00 -Y30-POC Sta.19+00.00 BRANCH ��`\\'
-L-POT Sta.1232+00.00 END CONSTRUCTIO BEGIN CONSTRUCTION
SITE 5 -Y29A-POT Sta.39+88.01 -Y33-POC Sta.10+50.00 SITE 12 \ O
�
END CONSTRUCTION ]
'alga'c ON TRSuIB0150 ySM]i N.s rextawS+e0 ro BEGIN CONSTRUCTION -Y33-POC Sta.45+50.00 ,,,F(O
155515 1cong], 51 NokrsoJecr wRIH ACCESS ETLAND AND SURFACE WATER IMPACTS PERM( END CONSTRUCTION
A PORTION or 1555 PROJECT Is wDRIN BENSON MUNICIPAL BOUNDARIES UTILITIES SECTION 4 NORTH —Y19RPCA—ST Sta.18+12.13
` ( END CONSTRUCTION °r<s.+".ca,o...�...�o...
U GRAPHIC SCA!FS DESIGN DATA PROJECT LENGTH 1n.:,"B..�d: 9v eo HYDRAULICS ENGINEER
ADT 2020= 66,700 IIGP54®0 03E B00° ?^we.''^'�'
50 45 10� 5Ia ,1 I. ADT 2040= 92,900 LENGTH ROADWAY TIP PROJECT I-5986B 3.390 MILES INTERNATIONAL '-'RO c�^„a. rd
L�T] �L- K = 7 % FOR DIVISION OF HIGHWAYS
PLANS p = 55 % LENGTH STRUCTURES TIP PROJECT I-5986B 0.066 MILES ^tT ,11 __
- 11 50 15 Ian 50 10a T = 18 %" TOTAL LENGTH OF TIP PROJECT-5986B 3.456 MILES SUSAN p�c(ANC STER.P.E ROADWAY DESIGN ENGINEER iiiiiii'll'
/C, I I I I I I I I I I -I_ V = 70 MPH RIGHT OF WAY DATE
O PROFILE(HORIZONTAL) '(TTST 13% + DUAL 5%) August 30,2019 PR RICK STATON
PE10 5 I0 10 20 FUNC CLASS= oJccr ocrmH ENGINE.
U I I 1 I 1 I 1 I 1 I I \I INTERSTATE LETTING DATE: STEVE D.KENDALL,PE P£
ai., PROFILE(VERTICAL) STATEWIDE TIER July 21.2020 NLO°'`'�"'"cr

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o'sF _ SHEET 4 OF 10
w"^^; woHnx. Isnx„
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rc � „,x�,",rw a I cE \\ I UNDERGROUND
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��F��+>`� • I Ni xEvix RAY>xkA -Y33-PT Sic.x(1+b269\ \ \mo\ \
ENLARGEMENT VIEW �„
/� • SEE SHEETS OF 10 � \ \\\
� DOS HAND \\\\
j7/y/ / LEARING
�\ u�L1u / %// MAC ESI TEMPORARY WATER
ON--- \
_ nn RAY PRICE \ \x \
° N\ \ \ \\
a ,nP.xx \ \ \\
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UNLESS SHOWN OTHERWISE
x
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FOR-Y33-PROFILE 3FE SHEFi 1J0

PERMIT DRAWING PROIEC 7
98B '"°
SHEET 5 OF 10
DENOTES TEMPORARY
/. /, IMPACTS IN SURFACE WATER
zs•izs on zv s
� ��
DENOTES HAND
CLEARING ���� ��I \
2c SCALE:1"=50' DOCUMENT NOT CONSIDEEED FINAL
UNLESS ALL MONETUREE COMPLETED
-„ TRENCHLESS INSTALLATION
UNDERGROUND 36"WELDED STEEL
SEWER 8"SS(BORE AND JACK) /-
. -- -_
MT I
fl m€i 1dy fl L7 A fl —— a _—
2 ELBOWS
X X X
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00
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CL I RIP RAP \s�\
LAY.4'BASE DITCH '- EST.20 TONS OVH POWER(CLEARING)
SEE DETAIL 17 TEMPORARY IMPACTS EST.39 SY GF UNDERGROUND
IN SURFACE WATER TELE(DIRECTIONAL BORE)
SEWER 8"FSS(DIRECTIONAL BORE)
SITE 7 HAND
CLEARING\

DEraL i) 50' 25' Io so' loo' r n 7987 n ry 1
DETAIL Lp ,R.A4L ,— or., Iiu ISCALE:1"-10� AEI-IN�6F„No. 91r45 o.
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DETAIL.
35
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PERMIT DRAWING —. ..7a6e- 1�GI„Fp��
SHEET 7 OF 10 o.
K✓///// DENOTES EXCAVATION
�i` IN WETLAND 9
m 2rIlll�llll�il
DENOTES HAND
CLEARING 2c� SCALE:1"=50UNLESS ALL MONETUREE COMPLETEDDOCUMENT NOT CONSOMME/FINAL
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gl PERMIT DRAWING "7-s97N° I i4ao
SHEET 8 OF 10 ROMWAYF«cN� E=
-Y33-
PIPE HYDPAULIC DATA
Jr OLP 510.r rJ3 IJJ UNLESS All SIONINIIR.COMPLETED
ORA/NAGE AREA oIN AC :MW' lay - ,
OCS/GN FREQUEIL' -25 YHS ,...,..i
DESIGN DISCHARGE =55 DES
Ocslvw on eeevAlnry =/0a5 rT PIPE HYDRAULIC DATA
100 YE4R DSCHARGE =65 CFS
P=222750 P=1E 425.00 If/J 1E4R/N✓E[EVATIDE-lOG 5 FT -TAREA m Iq, 4-4 3-
EL-M.75 EL-220.79 0✓ERTOPPING FREQUENCY=I00+/- YRS DRANAGE AREA =W5 AC
VC-100 VC-125' OVCRTOPPING ELEVATION
65 I/ DES DESCN TRCHARGE A YRS
K=155 K=In OVERTOPPING ELEVATION=21038 FT SESON DISCHARGE =44 CFS
Pl= +SOLO DESGN IAN E EV IT ON -
II O4d FT
cs r50 IIm1 03>..-0 np1 I00 YEAR LYS�HARGE - CFS
51
230 EL-29868'
39 290
VC= D '99 KE4R €dEUTION-2D55. ET
ROroSEo K= OVERTOPPING NG FREOUENCY=00+ YRS
—�1 °C L I ^^/ .;RADc -A,III,
OVERTOPPING ELEVATION=20835 FT
220 /N6,a„� 23O,L 220
210 EXIST. !-13 0,
—_2—_—_---------- 210
GROUND 0 WRv 'r^'37T.___L
200 5/ 03052% 200
O rice
B_GIN GRACE
-'33-POT Stu.0+5C10 awo/Nr N R H
PI STA 16415-Y33-RT P/5)5 0»'-Y33-
190 f�'=199=0 E �/ FOR-1,83-ALIGNMENT,SEE MEETS 43 8 44 190
10 11 12 13 14 15 16 17 18 19 20 21 22 23
a
P- +50J0 I RC Sla. 9+5 -Y 3-
EL=P I32
1111111111111611
VC=3TPY 111111111 aN EA O.
K=85 SIG FR USE GY 2 Y S
Op-uS r�NA� PI=294000
220 EL=14767' LESION MY ELEVATION 19.0 FT 220
VC=/2 AK Wx Am,i//4 /9 4 s
I K=12 li YEAR HW F E 4TON /9297 F'
!+33 % 3 D5>.54,44 4 ono.,,4.F.1AISNC, :05, YRS
210 _ CVERTOPPIVG DSCHARGE 6..(( CfS 210
_ _ OOCRAT'lYNO aL-YAT,B,. /9.R59 F'
P=3Fd200 !I/5200% �"_" _ l- n EL= 89z 900
BEG DITVI — • 1'1$ GUDE
S` VC 5'
PI "A 2aN3,6-Y„T-iT _ - V-12f=,0 K-B
ELEl'-20 PI A +93 -Y 3- T
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_ E _1, r -Y31 St..35+98±\ 190
BEGM?;3=5
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180 P STA 30+35 Y3" L `�S _ - _ 180
FLO,88 ¢xOuvo _, . l-3
170
PI STA 1+9C-Y33-LT
E EY-I29
PI STA 35i56-Y33 LT'
4. 160 ELTV=T 837 160
EE PROPOSED J iG MCP
UNDFRCUI PISTA 35+87-Y3:-LT
FV,AR'
=¢_`v 150 FCR.,33_,LIGN ENT,SEE:ME 44
ETP R 4s 150
23 24 25 26 27 28 29 30 31 32 33 34 I 35 36

PERMIT DRAWING "`i-s9ase"' °i4i°
SHEET 9 OF 10 � °.
,161
TA Y3a_
l8"RCP •,;/a.90+03-Y
D 2/K/E 'EA =03 AD
0 SIGN ERAQUE/CY 25 YRS
'U.SIGN Ul5/HAR(E =l.4 Lh5
DRSIGN If14 ELEL ATIOV /792 ET
YE/K LNAHG2 '/-
-
ICd YE 1R EL_NAT ON=I7821 ET END OR WERTOPPI G OI7CRARGE_/20 DES -Y33-AA 5/m.45+5525
Ob CRTSP/Y C�-✓nTKN-l0/27 TT ELI83.T1'
P=3'+75YK P•=40+7500 Pl=43+65LC
EL=/77.42' EL=182P8' EL=/872/'
VC=65' VC=l50' VC 250'
K=83 K=513 gg K=76
180
B8-Y^R"� Bb i SB 1 C4tADErn 1 05 J 45"W9
190 190
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170 F/T ..''�33-LT
9n4 70
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ST. =nla NSrn an+5n-�z3-wr
160 G OUNJ ElEVa49.92 PI STA 4-/65-Y39- 160
raOwSeo qq/ENS L�/400 NY33- • IIl/
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y'+JW E� RT
CLCV-170.48 ELEVd80DD00
150 FOR-Y51/*IGNMfNT,S.$HffT4 45 46 150
36 37 38 39 40 41 42 43 44 45 46 47
l

WETLAND AND SURACE WATER IMPACTS SUMMARY
WE I LAND IMPAC I E SURFACE WA I ER IMPAC I S
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 Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (It) (ft)_
5 34+13 to 34+31-Y29A-RT UTILITY
6 1348+18 to 1349+61-L-RT UTILITY
_ 17+00 to 18+38-Y18RPD-LT
18+16 to 19+12-Y18RPD-LT
7 18+82 to 20+22-Y33-LT UTILITY 0.013 0.001 10
12 33+94 to 38+27-Y33- UTILITY 0.043 0.109
TOTALS`: 0.000 0.000 0.043 0.000 0.122 0.000 0.001 0 10 0
'Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12-28-2020
HARNETT/JOHNSON COUNTIES
I-5986B
53083.1.1
Is,,i,fezoierw SHEET 10 OF 10

See Sheet IA Far Index or Sheets STATE OF NORTH CA I':OLINA BUFFER DRAWING N. mp 1
See Steer IB Far Conventional Symbols,."s I-5986B
SHEET 1 OF 7
\ \ - _. DIVISION OF HIGHWAYS .. __
47531.1.3 w P.E.
47531.1.3 t RAN F.HIL.
•
/2o 7;:'1- '• Ik1. HARNETT AND
V.)
1, E� JOHNSTON COUNTIES
tin 1)CENso :PRO CTI 15986E
i TV LINITI♦ FINAL RIGHT OF WAY PLANS
II LOCATION: IMPROVE 1-95 INTERCHANGES AND WIDEN TO EIGHT LANES
l _ Ilk
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O 4i/ ^3'WA ` -Y28-POT Sta.15+75.00 -Y28A-POT Sta.15+60.85 e,I%s` r t
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` IN PROJE BEGIN CONSTRUCTION BENSON
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" VICINITY MAP BEGIN BRIDGE END CONSTRUCTION
�1 (Not to Scale) -Y29-POT STA.27+40.46 -Y18-POT Sta.10+00.00 END TIP PRO ECT I-5986B
BEGIN CONSTRUCTION BEGIN BRIDGE -L-POT Sta 1414+50.00
_--OM_
-L-POT STA.1259+11 t 4' y - 1 BEGIN BRIDGE
END BRIDGE .Y ." -L-POT STA.1390+66-
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BEGIN CONSTRUCTION 1► 4sll �_ "
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END CONSTRUCTION -Y29-POT STA.29+37.96 END CONSTRUCTION DRIVING
, 4`
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A PORTION on THIS PROJECT,s WITHIN BENSON MUNICIPAL BOUNDARIES -Y19RPCA-ST Sta.18+12.13
END CONSTRUCTION ""°" °""`°""
SECTION 4 (NORTH)
• U GRAPHIC SCAT FS DESIGN DATA PROJECT LENGTH P1eO'rB""t°"...T. v"W HYDRAULICS ENGINEER
• �I ADT 2020= 66,700 Michael Baker ,727a,em'I.
• �L: 5007�15770 50 �1(f0 ADT 2040= 92,900 LENGTH ROADWAY TIP PROJECT I-5986B 3.390 MILES INTERNATIONAL '-IS PS
�1T] K = 7 % FOR DIVISION OF HIGHWAYS
PLANS p = 55 % LENGTH STRUCTURES TIP PROJECT I-5986B 0.066 MILES _
L1P1� 5g 15, 0 50 l00 T = 18 %" TOTAL LENGTH OF TIP PROJECT-5986B 3.456 MILES c SUSAN C.(ANC STER.P.E ROADWAY DESIGN ENGINEER
-;15 / �� V = 70 MPH RIGHT OF WAY DATE
OPROFILE(HORIZONTAL) '(7TST 13% + DUAL 5%) August 30,2019 sx RICK STATONi
l0 5. 9 10 2a FUNC CLASS= urea.KENDc,.
INTERSTATE LETTING DATE: STEVE D.KENDALL,PE
»»N`��7 PROFILE(VERTICAL) STATEWIDE TIER July 21.2020 ALO°"'�"'"cr eE

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- FOR-V19RPCA-PROFILE SEF SXEEi 13641

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size/Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft) (ftc) (ftc) (ftc) (ftc) (ft2) (ft2) (ftc)
5 1316+27 to 1317+55-L- ROADWAY FILL X 8305 7395 15700
6 16+61 to 18+88-Y18RPD-LT ROADWAY FILL X 10843 6639 17482
8 1389+81 to 1391+84-L-LT ROADWAY FILL X 6408 3708 10116
35+01 to 37+97-Y33- ROADWAY FILL X 15346 6199 21545
TOTALS*: 0 0 0 40902 23941 64843 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-5-2020
HARNETT/JOHNSON COUNTIES
I-5986B SECTION 4
47532.2.3
aa„aa zma�e SHEET 6 OF 7

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE ZONE1 ZONE2
NO. STATION (FROM/TO) In=) (f)
6 16+61 to 18+88-Y18RPD-LT 3034 3224
8 1389+81 to 1391+84-L-LT 2040 66
35+01 to 37+97-Y33- 13411 6810
TOTAL: 18485 I 10100
NC DEPARTMENT OF TRANSPORTATION I
DIVISION OF HIGHWAYS
3-5-2020
HARNETT/JOHNSON COUNTIES
I-5986B SECTION 4
47532.2.3
Revised 2018 Feb SHEET 7 OF 7
Rev.Jan 2009

P7 sr
s eeSheet e Sheet teIAForomext sheets STATE OF NORTH CAI':OLINA BUFFER DRAWING N.C. I-5986B 1
\ ¢7 DIVISION OF HIGHWAYS SHEET 1 OF 6 ,,.,,__
47531.1.3 w P.E.
llii 47531.1.3 i RAN 8 IHIL.
�o 1? HARNETT AND
00 .'` JOHNSTON COUNTIES
In 1 an' D PRO CTI I-5986B
i i n'LIMITi,. FINAL RIGHT OF WAY PLANS
LOCATION: IMPROVE 1-95 INTERCHANGES AND WIDEN TO EIGHT LANES
' _ FROM NORTH OF SR 1709(HODGES CHAPEL
[y ROAD)(EXIT 77)TO 1-40)(EXIT 81). 1��� 11►♦ iL-++
U IBI qW�
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- AND STRUCTURES 41104.�#t=+"7
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� ♦ CITY LIMIT -Y28-POT Sta.31+00.00
VICINITY MAP BEGIN BRIDGE END CONSTRUCTION
(Not to Scale) -Y29-POT STA.27+40.46 -Y18-POT Sta.10+00.00
BEGIN BRIDGE (I' BEGIN CONSTRUCTION END TIP PRO ECT I-5986B
kl -L-POT STA.1259+11' wl.'... -L-POT Sta 1414+50.00
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END BRIDGE .Y _ -- • -L-POT STA.1390+bb
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` ( END CONSTRUCTION s.+"1.7=..�...�o...E.
U GRAPHIC SCA!FS DESIGN DATA PROJECT LENGTH 1n.°..�d: ..eR HYDRAULICS ENGINEER
�I ADT 2020= 66,700 IIGMI®0 03E Br,r;,77--
50 15 10� 5Ia ,1Ir ADT 2040= 92,900 LENGTH ROADWAY TIP PROJECT I-5986B 3.390 MILES INTERNATIONAL '-'0 1°c�e„a.�...u�.ro.. PS
�1] �L- K = 7 % FOR DIVISION OF HIGHWAYS
PLANS D = 55 % LENGTH STRUCTURES TIP PROJECT I-5986B 0.066 MILES © _
11 5a 15 50 100 .4114
T = 18 %" TOTAL LENGTH OF TIP PROJECT I-5986B 3.456 MILES SUSAN C.(ANC STER.P.E _ROADWAY DESIGN ENGINEER `
iF. /> I I I I I I I I I IIan ,I_ � V = 70 MPH RIGHT OF WAY DATE
OPROFILE(HORIZONTAL) '(TTST 13% + DUAL 5%) August 30,2019 PROJECT RICK STATONi
10 5 I0� 10 1a FUNC CLASS= oiccr ucrm��cr.
U I I1I1I1I1I I -.I� INTERSTATE LETTING DATE: STEVE D.KENDALL,PE P£
ai 10 ,. PROFILE(VERTICAL) STATEWIDE TIER July 21.2020 NLO°'`'�"'"cr

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RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size/Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft°) (ft°) (ft°) (ft°) (ft°) (ft2) (ft°) (ft°)
5 1316+27 to 1317+55-L- UTILITIES
6 16+61 to 18+88-Y18RPD-LT UTILITIES
8 35+01 to 37+97-Y33- UTILITIES
TOTALS*: 0 0 0 0 0 0 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12-28-2020
HARNETT/JOHNSON COUNTIES
I-5986B SECTION 4
47532.2.3
aa„aa zma�e SHEET 5 OF 6

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE ZONE1 ZONE2
NO. STATION (FROM/TO) (f) (f)
8 35+01 to 37+97-Y33-
TOTAL: 0 I 0
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12-28-2020
HARNETT/JOHNSON COUNTIES
I-5986B SECTION 4
47532.2.3
Revised 2018 Feb SHEET 6 OF 6
Rev.Jan 2009

Attachment C: I-5986 DMS Mitigation Acceptance Letters
29

:,4-- a
_ tiY
1i
g ,•\://14:".
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director June 5,2019
Mr.Philip S.Harris,III,P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina 27699-1598
Dear Mr.Harris:
Subject: Mitigation Acceptance Letter:
I-5877,I-95 Improvements Northbound,Harnett County,WBS Number 53077.1.1
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 June 4,
2019,the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain(SICP)Eco-
Region,and are as follows:
Cape Fear Stream Wetlands Buffer(Sq.Ft.)
03030006 Non- Coastal
SICP Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2
Impacts(feet/acres) 0 0 1,208.0 1.10 0.26 0 0 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.
DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July
28,2010. If the above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and
a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420.
Sincerely,
0 Ai
4111111111fite v. AA' i
111 James anfill
DMS As Management Supervisor
cc: Ms.Liz Hair,USACE—Wilmington Regulatory Field Office
Ms.Joanne Steenhuis,NCDWR
File:I-5877
D E Q i
,....t,-.......„.„,„
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

sv STAre ry'
\"\ =--C.-4
, gin„ . --
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director January 29,2021
Mr. Gregory W.Price,PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation
558 Gillespie Street
Fayetteville,North Carolina 28302
Dear Mr.Price:
Subject: Mitigation Acceptance Letter:
I-5878,I-95 Improvements,Harnett County,WBS Number 53078.1.1
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 January 27,
2021,the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain(SICP)Eco-
Region,and are as follows:
Cape Fear Stream Wetlands Buffer(Sq.Ft.)
03030006 Non- Coastal
SICP Cold Cool Warm 1 Riparian Riparian Marsh Zone 1 Zone 2
Impacts(feet/acres) 0 0 476.0 1 0.92 0.32 0 0 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 June 5,2019. DMS
commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with
this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28,2010. If the
above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and a new
mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420.
Sincerely,
C.---4:Ta45.2,Z 7/4W.
James Stanfill
DMS Asset Management Supervisor
cc: Ms.Liz Hair,USACE—Wilmington Regulatory Field Office
Ms.Joanne Steenhuis,NCDWR
Ms.Linda Fitzpatrick,NCDOT—EAU
File: I-5878 Revised
D_EQ)NORTH
Mperbnent d Environmental Ouail\
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

sv STAre ry'
\"\ =--C.-4
, gin„ . --
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director January 29,2021
Mr. Gregory W.Price,PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation
558 Gillespie Street
Fayetteville,North Carolina 28302
Dear Mr.Price:
Subject: Mitigation Acceptance Letter:
I-5883,I-95 Improvements Northbound,Harnett County,WBS Number 53083.1.1
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 January 27,
2021,the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain(SICP)Eco-
Region,and are as follows:
Cape Fear Stream Wetlands Buffer(Sq.Ft.)
03030006 Non- Coastal
SICP Cold Cool Warm 1 Riparian Riparian Marsh Zone 1 Zone 2
Impacts(feet/acres) 0 0 1,042.0 1 0.85 0.01 0 0 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 June 5,2019. DMS
commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with
this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28,2010. If the
above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and a new
mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420.
Sincerely,
gi/aAln,BrL
James Stanfill
DMS Asset Management Supervisor
cc: Ms.Liz Hair,USACE—Wilmington Regulatory Field Office
Ms.Joanne Steenhuis,NCDWR
Ms.Linda Fitzpatrick,NCDOT—EAU
File: I-5883 Revised
D_EQ)NORTH
Mperbnent d Environmental Quails"..."
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director June 5,2019
Mr.Philip S.Harris,HI,P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina 27699-1598
Dear Mr.Harris:
Subject: Mitigation Acceptance Letter:
I-5986A,I-95 Improvements,Cumberland County,WBS Number 47532.1.2
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 June 4,
2019,the impacts are located in CUs 03030004 and 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain
(SICP)Eco-Region,and are as follows:
Stream and River CU Stream Wetlands
Eco-
Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal
Riparian Marsh
Impacts Cape Fear 03030004 SICP 0 0 647.0 5.88 2.15 0
Impacts Cape Fear 03030006 SICP 0 0 161.0 1.29 0.74 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.
DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July
28,2010. If the above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and
a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420.
Sincerely,
James . S anfill
DMS , Management Supervisor
cc: Ms.Liz Hair,USACE—Wilmington Regulatory Field Office
Ms.Joanne Steenhuis,NCDWR
File: I-5986A
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

: v STATE'..
.5\ = is
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director January 29,2021
Mr. Gregory W. Price,PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation
558 Gillespie Street
Fayetteville,North Carolina 28302
Dear Mr. Price:
Subject: Mitigation Acceptance Letter:
I-5986B,I-95 Improvements,Johnston County,WBS Number 47532.1.3
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
January 217,2021,the impacts are located in CU 03030006 of the Cape Fear River basin and CU 03020201 of the
Neuse River basin in the Northern Inner Coastal Plain(NICP)Eco-Region, and are as follows:
Stream Wetlands
Stream and River CU Eco-
Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal
Riparian Marsh
Impacts Cape Fear 03030006 NICP 0 0 69.0 1.58 0 0
Impacts Neuse 03020201 NICP 0 0 1,132.0 1.09 0 0
*Some of the stream and/or wetland impacts maybe proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization
Certification,DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment,NCDOT will have completed its riparian buffer mitigation responsibility for
TIP Number I-5986B. Subsequently,DMS will conduct a review of current NCDOT ILF Program mitigation
projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation
credits available,then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from NCDOT ILF Program.
D_E Q.)
NORTH ��`
Department dE iro mental Dual)
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

Mr. Price
January 29,2021
Page Two
NCDOT TIP I-5986B Revised
Eco- Buffer Impacts
Buffer River Basin CU Region
Zone 1 Zone 2 TOTAL
Impacts Neuse 03020101 NICP 40,902.0 23,941.0 64,843.0
This mitigation acceptance letter replaces the mitigation acceptance letter issued on June 5,2019.
DMS commits to implementing sufficient compensatory stream,wetland, and buffer mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee
Instrument dated July 28,2010. If the above referenced impact amounts are revised,then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Ms. Beth Harmon at 919-707-
8420.
Sincerely,
C%cyaeaii yi/aAmte-e...
James B. Stanfill
DMS Asset Management Supervisor
Cc: Ms. Liz Hair,USACE—Wilmington Regulatory Field Office
Ms. Joanne Steenhuis,NC Division of Water Resources
Ms. Linda Fitzpatrick,NCDOT—EAU
File: I-5986B Revised
NoanHcnRou ��`
Department ofE iro mental Uua11
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976