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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
October 30, 2020
Liz Hair Joanne Steenhuis
US Army Corps of Engineers NC Division of Water Resources
Wilmington Regulatory Field Office Wilmington Regional Office
69 Darlington Avenue 127 Cardinal Drive Extension
Wilmington,NC 28403 Wilmington,NC 28405
Subject: Application for Section 404 Individual Permit, Section 401 Water Quality
Certification for New Interchange at Intersection of NC 87 and NC 11, Columbus
County, TIP Project No. R-2561CA (WBS Element No. 34466.4.5)
Dear Ms. Hair and Ms. Steenhuis,
The North Carolina Department of Transportation (NCDOT), Division 6, in accordance
with the Federal Highway Administration (FHWA), proposes to construct a new
interchange at the intersection of NC 87 and NC 11 in Columbus County,North Carolina.
This correspondence is to request a Section 404 Individual Permit and Section 401
General Water Quality Certification. Enclosed are the ENG Form 4345, stormwater
management plan, permit drawings, as well as a North Carolina Division of Mitigation
Services (NCDMS) acceptance letter.
PURPOSE AND NEED
The purpose of R-2651 CA is to increase capacity on NC 87, a key link between Bladen
and Columbus Counties, while also improving mobility and safety at the intersection. NC
87 is a major north-south expressway that connects eastern Columbus County to both
Elizabethtown and Fayetteville in the northwest, and Leland and Southport in the south.
NC 11 connects the area with Wallace and Kinston in the northeast.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 558 GILLESPIE STREET
DIVISION 6 FAYETTEVILLE,NC 28301
PROJECT DEVELOPMENT GROUP Website:www.ncdot.gov
PO BOX 1550
FAYETTEVILLE,NC 28302

PROJECT DESCRIPTION
The NCDOT proposes to convert the at-grade intersection of NC 87 (Old Stage
Highway) and NC 11 (General Howe Highway) to an interchange. NC 11 will travel over
NC 87 on an overpass. The project is approximately 1.7 miles in length.
In the project study area, NC 87 is a two-lane, undivided road with a speed limit of 55
mph. It holds a minor arterial classification. NC 11 is also as two-lane, undivided road
except for medians at its intersection with NC 87. It is classified as a major collector road
and has a speed limit of 55 mph. A conventional intersection currently exists on-site with
a four-way stop, rumble strips and flashing red lights.
The project will involve the replacement of the existing intersection with a partial
diamond interchange and will include the construction of a loop on-ramp and diagonal
off-ramp in the northwest quadrant, and a loop off-ramp and diagonal on-ramp in the
southeast quadrant of the intersection. No ramps will be constructed in the northeast
quadrant to avoid impacts to a historic property and community resource, Weyman
Chapel and Cemetery. No ramps will be constructed in the southwest quadrant in order to
minimize impacts to an active farm adjacent to the intersection.
NC 87 will be widened from Andrews Drive to a point between Narrow Gap Road and
Hammond Grove Lane. Dedicated left-turn lanes will be constructed at Andrews Drive,
Woodyard Road and Narrow Gap Road, and a U-turn bulb will be constructed between
Narrow Gap Road and Hammond Grove Lane. An access road will be constructed off
Andrews Drive to provide access to parcels that will lose their driveway access along NC
87. Two culverts, which carry Weyman Creek under NC 87 and NC 11, will be replaced
by two bridges over NC 87 and a single bridge over NC 11. Finally, NC 11 will remain
an undivided two-lane roadway.
PROJECT SCHEDULE
Right of Way acquisition and utilities efforts for this project will begin September 2019
with construction beginning in April 2021.
NEPA DOCUMENT STATUS
Project R-2561CA (New Interchange at Intersection of NC 87 and NC 11) was approved
via a Type III Categorical Exclusion signed(7/30/2019). These documents are available
at the NCDOT website: https://connect.ncdot.gov/site/Preconstruction/division/div06/R-
2561 CA/SitePages/Home.aspx
INDEPENDENT UTILITY
The project is in compliance with 23 CFR Part 771.111(f), which lists the Federal
Highway Administration (FHWA) characteristics of independent utility for a project:
1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope;
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2) The project is a usable and 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.
SUMMARY OF IMPACTS
The project will result in impacts to Waters of the United States as follows:
Table 1. Summary of Impacts to Waters of the U.S.
Wetland Impacts Summary
Temporary Fill Mechanized Hand
Permanent Fill in Excavation in Clearing in
Wetlands (ac) in Wetlands Wetlands (ac) Clearing in Wetlands
(ac) Wetlands (ac)
(ac)
1.837 0 0.381 1.315 0.346
Surface Water Impacts Summary
Existing Existing
Permanent SW Temp. SW Channel Channel Natural
Impacts Stream
Impacts (ac) Impacts (ac) Permanent Impacts( )Temp. Design(ft)
(ft)
0.185 0.086 585 223 0
SUMMARY OF MITIGATION
North Carolina Division of Mitigation Services (NCDMS) mitigation requirements for
permanent stream and wetland impacts will be met under the United States Army Corps
of Engineers (USACE) mitigation requirements. Project impacts requiring mitigation are
as follows:
• 3.533 acre of wetlands
• 585 linear feet of streams
NCDOT will obtain compensatory mitigation credits from the NC Division of Mitigation
Services (DMS) to compensate for unavoidable impacts to jurisdictional Waters of the
U.S. resulting from the proposed project. An acceptance letter from DMS for the
required compensatory mitigation is enclosed.
RESOURCE STATUS
Water Quality Classifications
Project R-2561CA is within the Coastal Plain Physiographic Province within the Cape
Fear River Basin [U.S. Geological Survey (USGS) Hydrologic Unit Code (HUC)
03030005].
3

All impacts are located in the Cape Fear River Basin. Stream classification and statuses
are listed below in Table 2.
Table 2. Stream Classifications
NCDWR Best Usage
Stream Name Index
Number Classification
UT to
Beaverdam 18-61-4 WS-IV; Sw
Creek
UT to Weyman 18-61 WS-IV; Sw
Creek
Weyman Creek 18-61 WS-IV; Sw
UT to Weyman 18-61 WS-IV; Sw
Creek
UT to Weyman 18-61 WS-IV; Sw
Creek
UT to Weyman 18-61 WS-IV; Sw
Creek
UT to Weyman 18-61 WS-IV; Sw
Creek
UT to Weyman 18-61 WS-IV; Sw
Creek
UT to Weyman 18-61 WS-IV; Sw
Creek
There are no designated Outstanding Resource Waters (ORW) within the study area.
There are no designated High-Quality Waters (HQW) or water supply watersheds (WS-I
or WS-II) within or within one-mile downstream of the study area. The North Carolina
2018 Final 303(d) list of impaired waters shown no impaired streams within 1.0 mile
downstream of the study area.
Jurisdictional Determinations
Wetland and stream delineations were conducted for the entirety of the study area
beginning in April 2018 and ending in June 2019. Jurisdictional areas identified in the
study area have been verified by the U.S. Army Corps of Engineers (USACE) and the
NC Division of Water Resources (NCDWR). A Preliminary Jurisdictional Determination
was received on May 18, 2020.
4

IMPACTS TO JURISDICTIONAL RESOURCES
The table below summarizes impacts to jurisdictional wetlands and streams from the
proposed project. Site numbers correspond with the permit (hydraulic) drawings included
with this application and the Preliminary Jurisdictional Determination, dated May 18,
2020.
5

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 14+89 - 15+87 -L1- RT Roadway/Ditch Construction 0.012 0.028 0.029
1 14+87 - 16+29 -L1- RT Hand Clearing in ROW/PUE I 0.021
1 15+40 - 15+64 -L2- LT Roadway Fill/54" Pipe 0.006 34
1 15+59 - 15+70 -L2- LT Rip Rap Bank Stabilization 0.002 18
1 15+66 - 15+72 -L2- LT Dewatering for Pipe Install 0.001 10
2 9+45 - 11+05 -Y2- LT Ditch Construction 0.011 0.023
I
2 9+46 - 9+53 -Y2- RT 2@18" Pipe/Rip Rap at Outlet 0.003 0.016
3 35+59 - 38+98 -L- LT Roadway Fill 0.285
3 36+46 - 38+98 -L- LT Rip Rap Toe Protection 0.034 0.047
4 46+49 - 47+74 -L- LT Roadway/Ditch Construction 0.077 0.035 0.024
4 18+05 - 19+16 -RPB- LT Roadway/Ditch Construction 0.102 0.050 0.053
4 18+11 - 20+19 -RPB- RT Roadway/Ditch/EC Basin Construction 0.090 0.047 0.045
4 19+62-RPB-RT-16+03-LPB-LT Ditch w/Rip Rap Construction 0.024 0.017
4 13+09 - 14+54 -LPB- LT Roadway/Ditch/EC Basin Construction 0.092 0.059 0.066
4 13+16 - 14+38 -LPB- RT Roadway/Ditch Construction 0.074 0.033 0.014
4 14+99 - 16+02 -LPB- LT Roadway/Ditch Construction 0.081 0.017 0.020
4 14+98 - 16+30 -LPB- RT Roadway Fill 0.090 1 0.013
4 15+63 - 16+17 -LPB- RT Ditch w/Rip Rap Construction 0.045 0.034
SHEET TOTALS*: 1.010 0.000 0.327 0.068 0.308 0.008 0.001 52 10 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 1 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 66 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
_
5 37+71 - 37+82 -Y- RT Hand Clearing in TDE 0.008
5 39+12 - 40+79 -Y- RT Roadway Fill 0.080 0.142
5 40+90 - 41+10 -Y- RT 15" Pipe/Rip Rap at Outlet 0.007 0.030 0.020
6 28+43 - 28+74 -Y- LT Roadway Fill/Channel Change 0.012 0.004 0.006
6 27+01 - 28+70 -Y- RT Roadway Fill 0.026 276
6 22+65 - 22+75 -RPD- LT Rip Rap Bank Stabilization 0.009 22
6 22+65 - 22+84 -RPD- LT Temporary Impact 0.008 13
7 17+53 - 17+76 -RPD- RT Ditch Construction 0.001 0.005
8 11+55 - 12+24 -RPD- RT Ditch w/Rip Rap Construction 0.034 0.008
8 11+55 - 12+19-RPD- RT Rip Rap down existing slope 0.029 0.065
9 67+98 - 70+95 -L- LT Roadway Fill 0.231 0.135
9 70+30 - 71+36 -L- LT/RT Culvert Removal/Bridge 0.105 152
Const./Bank Stabilization
9 69+63 - 69+73 -L- LT Bridge Bent in Stream 0.001 5
9 70+89 - 71+04 -L- LT Bridge Bent in Stream 0.003 19
9 70+25 - 70+40 -L- LT Temporary Impact 0.002 10
9 70+89 - 71+04 -L- LT Temporary Impact 0.002 10
SHEET TOTALS*: 0.393 0.000 0.034 0.381 0.008 0.140 0.017 450 57 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 2 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 67 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
9 71+01 - 71+27 -L- LT Dewatering for impervious dike 0.006 11
9 71+00 - 71+30 -L- RT Dewatering for impervious dike 0.009 34
9 70+67 - 70+67 -L- RT Temporary Impact 0.004 10
9 70+85 - 71+03 -L- RT Temporary Impact 0.004 10
I
9 70+20 - 71+05 -L- RT Roadway Fill 0.003 0.010
9 70+91 - 77+15 -L- RT Roadway Fill 0.205 0.163
9 74+54 - 77+15 -L- RT Rip Rap Toe Protection 0.048 0.085
9 71+08 - 76+00 -L- RT Hand Clearing in ROW 0.025
10 80+78 - 81+26 -L- LT Roadway/Ditch Construction 0.007 0.002
10 80+68 - 80+88 -L- LT Hand Clearing in DUE 0.005
11 12+85 - 13+07 -Y- LT Roadway Fill 0.002
11 12+63 - 13+40 -Y- LT Rip Rap Toe Protection 0.005 0.023
11 13+40 - 16+21 -Y- LT Clearing for Silt Fence 0.114
11 16+21 - 16+79 -Y- LT Roadway Fill 0.011 0.013
11 17+03 - 17+58 -Y- LT Roadway Fill 0.010 0.003
11 17+58 - 19+09 -Y- LT Clearing for Silt Fence 0.029
11 19+37 - 19+53 -Y- LT Rip Rap at Pipe Outlet 0.000 0.002
11 17+13 - 18+91 - Y- RT Roadway Fill 0.059
11 17+18 - 19+06 - Y- RT Rip Rap Toe Protection 0.019 0.408
SHEET TOTALS*: 0.369 0.000 0.000 0.852 0.030 0.000 0.022 0 65 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 3 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 68 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
11 16+57 - 17+48 -Y- Culvert Removal/Bridge Const./
Bank Stabilization 0.037 83
11 16+56 - 16+63 -Y- LT Temporary Impacts 0.001 10
11 16+64 - 17+39 -Y- LT Dewatering for Culvert Removal 0.018 38
11 17+48 - 17+59 -Y- LT Temporary Impacts 0.010 5
11 16+84 - 17+11 -Y- RT Dewatering for Culvert Removal 0.013 18
11 16+64 - 16+78 -Y- RT Temporary Impacts 0.002 10
11 17+13 - 17+21 -Y- RT Temporary Impacts 0.002 10
12 47+43 - 48+29 -Y- LT Roadway Fill/Detour 0.065 0.020 0.014
SHEET 66 SUBTOTALS 1.010 0.327 0.068 0.308 0.008 0.001 52 10
SHEET 67 SUBTOTALS 0.393 0.034 0.381 0.008 0.140 0.017 450 57
SHEET 68 SUBTOTALS 0.369 0.000 0.852 0.030 0.000 0.022 65
PROJECT TOTALS*: 1.837 0.000 0.381 1.315 0.346 0.185 0.086 585 223 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 4 of 4 NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 69 OF 69

MORATORIUMS
An in-water moratorium is required by the NC Wildlife Resources Commission for any
work occurring in Weyman Creek from February 15 to June 30th, as Weyman Creek is an
anadromous fish spawning area.
FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended. As of April 15, 2019, the USFWS lists eight (8) federally protected
species for Columbus County(Table 2).
Field surveys were completed on June 5, 2018 and June 14, 2019 for critical habitat
and/or occurrences of those species listed by the USFWS for the study area. Based on the
results of the field surveys, the study area contained suitable nesting, non-breeding season
and foraging habitat for the wood stork (Mycteria americana). However, no occurrences
of wood storks or nests were observed during the field survey. Further review of
available North Carolina Natural Heritage Program (NCNHP) data indicated no known
occurrences of wood stork within one-mile of the study area. Furthermore, NCDOT will
conduct an additional survey between April 15 and the start of construction. Although no
evidence of wood stork was observed, due to the presence of suitable habitat and
performing additional surveys, a biological conclusion determination of May Affect-Not
Likely to Adversely Effect was made for the wood stork.
Based on the lack of suitable habitat and occurrences in the study area, a biological
conclusion of "Not Required" or "No Effect" was reached for the remaining seven (7)
federally protected species.
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Table 4. Federally Protected Species for Columbus County, NC
Scientific Name Common Name Federal Habitat Biological
Status Present Conclusion
Alligator mississippiensis American alligator T (S/A) Yes Not
Required
Haliaeetus leucocephalus Bald eagle BGPA Yes NE
Myotis septentrionalis Northern long- T Yes MA-LAA
eared bat
Picoides borealis Red-cockaded E No NE
woodpecker
Waccamaw
Menidia extensa silverside T No NE
Mycteria americana Wood stork T Yes MA-NLAA
Thalictrum cooleyi Cooley's E Yes NE
meadowrue
Lysimachia Rough-leaved E No NE
asperulaefolia* loosestrife
Acipenser oxyrinchus Atlantic sturgeon E No NE
oxyrinchus
Acipenser brevirostrum Shortnose E No NE
sturgeon
E-Endangered
T-Threatened
T(S/A)-Threatened due to similarity of appearance
MA-LAA—May Affect-Likely to Adversely Affect
MA-NLAA—May Affect-Not Likely to Adversely Affect
NE-No Effect
*-Historic record(the species was last observed in the county more than 50 years ago)
The Northern long-eared bat (NLEB) (Myotis septentrionalis) is also known to occur in
Columbus County. The USFWS has developed a programmatic biological opinion (PBO)
in conjunction with the Federal Highway Administration (FHWA), the U.S. Army Corps
of Engineers (USACE), and the NCDOT for the NLEB 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 the NLEB for the NCDOT program is
"May Affect, Likely to Adversely Affect". The PBO provides incidental take coverage
for the NLEB and will ensure compliance with Section 7 of the ESA for five (5) years for
all NCDOT projects with a federal nexus in Divisions 1-8, which includes Columbus
County, where R-2561CA is located.
Project requirement for PBO compliance: After project completion, the contract
administrator for construction must submit the actual amount of tree clearing reported in
tenths of acres. This information should be submitted to the NCDOT-Environmental
Analysis Unit-Biological Surveys Group.
Suitable habitat for the bald eagle (Haliaeetus leucocephalus) was also identified within
the study area using desktop-GIS assessment of the study area on April 10, 2018. A field
7

survey of the study area and the area within 660-feet of the study limits was conducted on
June 6, 2018 and no nests or individuals were found. Further review of the NCNHP data
by NCNHP staff indicated no known occurrences of bald eagle within one-mile of the
study area as of April 10, 2018, despite known occurrences in Columbus County.
INDIRECT CUMULATIVE IMPACT ANALYSIS
Existing rules for the Water Quality Certification Program (15A NCAC 2H .0506(b)(4)
require that DWR determine that a project "does not result in cumulative impacts based
on past or reasonably anticipated future impacts that cause or will cause a violation of
downstream impacts, that cause or will cause a violation of downstream water quality
standards".
The R-2561CA project is included in the current 2020-2029 NCDOT State
Transportation Improvement Plan (STIP). The purpose of R-2561CA is to increase
capacity on NC 87, while also improving mobility and safety at the intersection. NC 87 is
an existing public highway and the proposed project is, therefore, in line with the current
land use. Anticipated impacts to land use are expected to be minimal as the proposed
project will not allow for new access to areas not already serviced by the existing
roadway.
The project will address increases in impervious surfaces and associated stormwater
runoff in the individual project design through the use of stormwater control measures
(SCMs). Generally, the project approach avoids the construction of ditches through
wetlands. Channelized flow entering wetlands has been designed to ensure non-erosive
velocities in 2-yr and 10-yr events. Rip rap toe protection has been located wherever
proposed fill slopes are located in wetlands to prevent soil loss and instability at toe of
fills. Existing culverts will be removed in the dry and replaced with stabilized open
channels of similar dimension with floodplain connectivity. All constructed floodplain
bench areas at culvert removal locations will be stabilized with rip rap and top dressed
with native material. Constructed channels at culvert removal sites will be stabilized with
rip rap to prevent scour and soil loss and are designed to allow for the natural
accumulation of native materials in the channel bed over time. Basins for erosion control
have been designed with surface dewatering devices (skimmers) to minimize loss of
sediment off-site during construction.
The project is not expected to have a notable indirect effect to land use or development
patterns in the area. In addition, because few indirect impacts are anticipated, the
cumulative effect of this project, when considered in context with other past, present and
future actions and the resulting impact on notable human and natural features, should also
be minimal.
MITIGATION OPTIONS
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts. Five alternatives were analyzed during the
National Environmental Policy Act planning process, including the No Build Alternative.
8

Alternative 4 was selected as the preferred alternative because it enhances safety and
improves capacity, while reducing environmental impacts.
Minimization measures were also incorporated as part of the project design and are
described in more detail below.
Avoidance and Minimization
Avoidance and minimization of impacts to protected and valued resources were
incorporated throughout the design process. Alternative designs were reviewed in order
to reduce adverse impacts to protected resources, while also meeting the purpose and
need for the project. Alternative 4 was selected as the preferred alternative as it enhances
safety and improves capacity while reducing environmental impacts. Alternative 4
includes the replacement of the existing intersection with a partial-diamond interchange
as well as the construction of a loop on-ramp and diagonal off-ramp in the northwest
quadrant, and a loop off-ramp and diagonal on-ramp in the southeast quadrant of the
intersection.
Ramps and loops were located to avoid impacts to environmental resources (streams,
ponds, and wetlands), existing residences, and a historic property located in the northeast
quadrant of the interchange. No ramps will be constructed in the northeast quadrant to
avoid impacts to a historic property and community resource, Weyman Chapel and
Cemetery. No ramps will be constructed in the southwest quadrant in order to minimize
impacts to an active farm adjacent to the intersection.
The stream crossings for NC 11 and NC 87 over Weyman Creek will be converted from
culvert crossings to bridges. Bridge crossings are appropriate for the topography, the
scale of the drainage areas and quantity of flood flows at each crossing. Bridge crossings
will help to reconnect adjacent floodplains and reduce erosive velocities through the
crossings. The existing culverts have had significant maintenance issues, following large
flood events in recent years. Additionally, the westbound bridge on NC 87 allows for
significant avoidance of surface water impacts.
The sections below describe more project specific efforts to avoid and minimize impacts
from the proposed project to comply with federal, state and local requirements.
Section 404 of the Clean Water Act
• A detailed delineation of wetland and streams was performed to ensure the
limitations of impacts to natural resources. As a result, proposed grading limits
were shifted to avoid impacts,where possible.
• All construction equipment will be refueled at least 200 feet from all water bodies
and be protected with secondary containment.
• Hazardous materials, fuel, lubricating oils, or other chemicals will be stored at
least 200 feet from all water bodies (whichever distance is greater) and not in a
Water of the U.S.
9

• Areas used for borrow or construction by-products will not be located in
wetlands.
Sedimentation and Erosion Control
• Implementation of NCDOT's Best Management Practices for the Protection of
Surface Waters (BMPs) will minimize impacts to water resources during the
preconstruction, construction, maintenance, and repair situations.
• The Contractor may perform clearing operations, but not grubbing operations
until immediately prior to beginning grading operations.
• Once grading operations begin, work shall progress in a continuous manner until
complete.
• All project construction activities initiated within jurisdictional streams will be
carried to completion in an expeditious manner to minimize the period of
disturbance within the jurisdictional streams.
• All work will take place during dry conditions and can be facilitated from high,
non jurisdictional, stable ground.
• Erosion control devices shall be installed immediately following the clearing
operation.
• The contractor shall install silt fence, inlet protection, sediment traps, diversion
ditches, temporary coffer dams, tree protection, clearing only as necessary to
install devices.
• Seeding and mulching shall be performed on the areas disturbed by construction
immediately following final grade establishment.
• Seeding and mulching shall be done in stages on cut and fill slopes that are
greater than 20 feet in height measured along the slope, or greater than 2 acres in
area, whichever is less.
• All sedimentation and erosion control measures, throughout the project limits,
must be cleaned out when half full of sediment, to ensure proper function of the
measures.
• Any needed repairs to sedimentation and erosion control measures will be made
immediately to maintain all measures designed.
• Any excess excavated materials not utilized as back fill will be placed and
contained within upland areas and permanently stabilized to prevent erosion into
adjacent jurisdictional streams. Therefore, stockpiling of excavated material
10

within jurisdictional streams will be strictly prohibited as part of the construction
of this project.
• All erosion and sediment control measures will be checked for stability and
operation following every runoff producing rainfall, but in no case less than once
every week.
• An erosion control inspections report is required and will be kept by the owner's
representative.
Stormwater Control
• NCDOT will prepare a stormwater management plan (SMP) that implements
structural and non-structural post-construction stormwater BMPs to the maximum
extent practical (MEP), which is consistent with the Department's National
Pollutant Discharge Elimination System (NPDES) Post-Construction Stormwater
Program.
Compensatory Mitigation
The 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 taken
during the planning and NEPA compliance stages, and minimization measures were
incorporated as part of the project design.
Table 1 summarizes the wetland and stream impacts resulting from the proposed project.
Project impacts requiring mitigation are as follows:
• 3.533 acre of wetlands
• 585 linear feet of streams
NCDOT will obtain compensatory mitigation credits from either a private mitigation
bank or the NC Division of Mitigation Services (DMS) to compensate for unavoidable
impacts to jurisdictional Waters of the U.S. resulting from the proposed project.
CULTURAL RESOURCES
Historic Architectural Resources
Based on information from the NCDOT Architectural Historian, the "Area of Potential
Effect" (APE) equates with the project study area. In addition, it was noted that the
Weyman Chapel and Cemetery had previously been determined to be Eligible for Listing
on the National Register of Historic Places. As a result, no ramps are proposed to be
constructed in the northeast quadrant to avoid impacts to Weyman Chapel and Cemetery.
Finally, a No Effect Determination was received for the project on May 27, 2020. The
project was determined to be in compliance with state regulations (GS 121-12(a)), and
federal regulations (Section 106).
11

Archaeological Resources
The NCDOT Archaeologist (in a June 8, 2018 letter, included in the Appendix)
recommended an archaeological survey be prepared for the project, including a complete
surface inspection and transects of subsurface testing. This field survey was recently
completed in June 2019. The NCDOT State Archaeologist will provide a form that
proposes that no further archaeological work is recommended for this section (R-
2561 CA)of the project.
Section 4(f) Resources
The project did not require a determination under Section 4(f).
FEMA COMPLIANCE
The project has been coordinated with appropriate state and local officials and the
Federal Emergency Management Agency (FEMA) to ensure compliance with FEMA,
state and local floodway regulations. local state and FEMA regulations. The project is
currently under Memorandum of Agreement review. A LOMR will be required following
construction.
REGULATORY APPROVALS
Section 404: Application is hereby made for a USACE Individual 404 Permit as required
for the above described activities.
Section 401: We are requesting a Section 401 General Water Quality Certification from
NCDWR. We are providing this application to NCDWR for their approval.
Authorization to debit $570.00 Permit Application Fee from TIP No. R-2561CA/WBS
Element No. 34466.4.5 is hereby given.
A copy of the permit application and its distribution list will be posted at
https://xfer.services.ncdot.gov/pdea/PermApps/.
If you have any questions or need additional information, please contact Gregory Price at
910.364.0835 or [e-mail].
Sincerely, h /
Gregory Price, PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation
Cc: NCDOT Permit Applications Standard Distribution List
12

U.S.Army Corps of Engineers(USACE) Form Approved-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No_0710-0003
33 CFR 325.The proponent agency is CECW-CO-R. Expires:01-08-2018
The public reporting burden for this collection of information,OMB Control Number 0710-0003,is estimated to average 11 hours per response,including the time
for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and reviewing the collection of
information.Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense,Washington Headquarters Services,
at [e-mail] should be aware that notwithstanding any other provision of law,no person shall
be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.PLEASE DO NOT
RETURN YOUR APPLICATION TO THE ABOVE EMAIL.
PRIVACY ACT STATEMENT
Authorities:Rivers and Harbors Act,Section 10,33 USC 403;Clean Water Act,Section 404,33 USC 1344;Marine Protection,Research,and Sanctuaries Act,
Section 103,33 USC 1413;Regulatory Programs of the Corps of Engineers;Final Rule 33 CFR 320-332.Principal Purpose:Information provided on this form
will be used in evaluating the application for a permit.Routine Uses:This information may be shared with the Department of Justice and other federal,state,and
local government agencies,and the public and may be made available as part of a public notice as required by Federal law.Submission of requested information
is voluntary,however,if information is not provided the permit application cannot be evaluated nor can a permit be issued.One set of original drawings or good
reproducible copies which show the location and character of the proposed activity must be attached to this application(see sample drawings and/or instructions)
and be submitted to the District Engineer having jurisdiction over the location of the proposed activity.An application that is not completed in full will be returned.
System of Record Notice(SORN). The information received is entered into our permit tracking database and a SORN has been completed(SORN#A1145b)
and may be accessed at the following website:llltp://dncld.defense.gs�vlPrivacy/SORNslndex/DOD-wide-BORN-Articlew/Article/570115/a414.5h ce aspx
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATf ON NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE(agent is not required)
First-Gregory Middle-W Last-Price First- Middle- Last-
Company- NC Department of Transportation-Division 6 Company-
E-mail Address-gwprice2Cncdot.gov E-mail Address-
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 500 Transportation Drive Address-
City- Fayetteville State- NC Zip-28302 Country-US City- State- Zip- Country-
7. APPLICANT'S PHONE NOs.w/AREA CODE 10. AGENTS PHONE NOs.w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
910-364-0835
STATEMENT OF AUTHORIZATION
11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish,upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME,LOCATION,AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE(see instructions)
New Interchange at Intersection of NC 87 and NC 11,Columbus County,TIP Project No.R-2561CA(WBS Element No.34466.4.5)
13. NAME OF WATERBODY, IF KNOWN(if applicable) 14. PROJECT STREET ADDRESS(if applicable)
Weyman's Creek Address NC 87 and NC 11
15. LOCATION OF PROJECT
Latitude:'N 34.376386 Longitude:.W -78.277334 City- Riegelwood State NC Zip 28456
16. OTHER LOCATION DESCRIPTIONS,IF KNOWN(see instructions)
State Tax Parcel ID Municipality
Section- Township- Range-
ENG FORM 4345, MAY 2018 PREVIOUS EDITIONS ARE OBSOLETE. Page 3 of 1

17. DIRECTIONS TO THE SITE
From USACE Wilmington Field Office,follow US-17 South/US-421 North/US-76 West.Bear right onto NC-87(Old Stage Highway)for
approximately 14 miles.
18. Nature of Activity(Description of project,include all features)
The NCDOT proposes to convert the at-grade intersection of N.C. 87(Old Stage Highway)and N.C. 11 (General Howe Highway)to an
interchange.N.C. 11 will travel over N.C.87 on an overpass.The project will involve the replacement of the existing intersection with a
partial diamond interchange and will include the construction of a loop on-ramp and diagonal off-ramp in the northwest quadrant,and a loop
off-ramp and diagonal on-ramp in the southeast quadrant of the intersection.The project is approximately 1.7 miles in length.
19. Project Purpose(Describe the reason or purpose of the project,see instructions)
The purpose of R-2651 CA is to increase capacity on N.C.87,a key link between Bladen and Columbus Counties,while also improving
mobility and safety at the intersection.N.C.87 is a major north-south expressway that connects eastern Columbus County to both
Elizabethtown and Fayetteville in the northwest,and Leland and Southport in the south.N.C. 11 connects the area with Wallace and Kinston
in the northeast.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s)for Discharge
Wetland and stream impacts will result from construction of the proposed loops,existing roadway improvements,improvements to the
interchange and installation of drainage features.
21. Type(s)of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached permit drawings.
22. Surface Area in Acres of Wetlands or Other Waters Filled(see instructions)
Acres See attached impact tables
or
Linear Feet
23. Description of Avoidance,Minimization,and Compensation(see instructions)
See attached cover letter
ENG FORM 4345,MAY 2018 Page 3 of 2

24. Is Any Portion of the Work Already Complete? Eves 0 No IF YES,DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners,Lessees,Etc.,Whose Property Adjoins the Waterbody(if more than can be entered here,please attach a supplemental list).
a.Address- See attached list
City- State- Zip-
b.Address-
City- State- Zip-
c.Address-
City- State- Zip-
d.Address-
City- State- Zip-
e.Address-
City- State- Zip-
26. List of Other Certificates or Approvals/Denials received from other Federal,State,or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
NCDEQ 401 GWC Concurrently
*Would include but is not restricted to zoning,building,and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity(applicant)or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C.Section 1001 provides that:Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies,conceals,or covers up any trick,scheme,or disguises a material fact or makes any false,fictitious or fraudulent
statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious or fraudulent
statements or entry,shall be fined not more than$10,000 or imprisoned not more than five years or both.
ENG FORM 4345,MAY 2018 Page 3 of 3

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER October 29, 2020
Director
Mr.Greg Price,PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation
500 Transportation Drive
Fayetteville,North Carolina 28302
Dear Mr. Price:
Subject: Mitigation Acceptance Letter:
Division 6 Project,TIP Number R-2561CA-Construct Interchange at NC 87 and NC 11,Columbus
County;WBS Element 34466.4.5
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 received on October 28,
2020 from you,the impacts are located in CU 03030005 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.)
03030005 Non- Coastal
SICP Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2
Impacts 0 0 585.0 2.02 1.51 0 0 0
(feet/acres)
This mitigation acceptance letter replaces the mitigation acceptance letter dated October 28,2020.
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 Ms.Beth Harmon at 919-707-8420.
Sincerely,
7a
James'.Stanfill
DMS Asset Management Supervisor
cc: Ms.Liz Hair,USACE-Wilmington Regulatory Field Office
Ms.Joanne Steenhuis,NCDWR-Fayetteville Regional Office
Mr.James Rerko,Jr.,Division 6 DEO
Ms.Linda Fitzpatrick,NCDOT-EAU
File: R-2561CA Revised-Division 6
NORTH CAROLINA
Departmentnt el Environmental DuaIISy
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

ADJACENT PROPERTY OWNER LIST
OWNER NAME ADDRESS CITY STATE ZIP
KING CALVIN WAYNE JR &AQUENETA LACEWELL 1203 E BROAD ST ELIZABETHTOWN NC 28337
BROWN ZEKE & LEON BROWN 4412 BIRMINGHAM WAY RALEIGH NC 27604
HEATH MARGARET B & RICKY HEATH 3500 TALL PINE CT WILMINGTON NC 28409
F &J PROPERTIES 118 N CARDINAL DR STE 103 WILMINGTON NC 28405
CASON KARIM 11977 OLD LAKE RD RIEGELWOOD NC 28456
DENKINS ALTHEA TERESA 15 CROWN POINTE DR RIEGELWOOD NC 28456
BARBER DIANE CARROLL 156 NARROW P RD RIEGELWOOD NC 28456
KING REBECCA 1624 SNOWMASS WAY DURHAM NC 27713
HICKMAN JERRY W & HARRIETT B 1804 OLIVE PINE WAY LELAND NC 28451
SHAW JOHNNY 1809 INDEPENDANCE AVE S WASHINGTON DC 20003
COOK DOUGLAS M & BETTY ANN MYERS 185 NARROW P RD RIEGELWOOD NC 28456
GREEN CONNIE J 2028 GLENCOVE DR SEABROOK TX 77586
LONG CHARLES ALAN & MARY HELEN 212 NARROW P RD RIEGELWOOD NC 28456
MARTIN PAULJEFFREY 2120 SEA MOUNTAIN HWY STE 2201 N MYRTLE BEACH SC 29582
WILLIAMS ANNETTE D 2132 WOODYARD RD RIEGELWOOD NC 28456
LINDSAY ANNA LAVERN 2821 PEBBLEWOOD LN ORANGE PARK FL 32065
MALPASS DOUGLAS MARION 31 WATERLINE WAY RIEGELWOOD NC 28456
HOY SUSAN HEATH 3119 HICKORY HILL RD HENDERSONVILLE NC 28792
TRUE LIGHT APOSTOLIC CHURCH 341 S COLLEGE RD PO BOX 2020 WILMINGTON NC 28403
SHAW COREY C 3444 NASH PLACE SE WASHINGTON DC 20019
HALL CONSTANCE 355 WILLIE RD RIEGELWOOD NC 28456
BROWN GWENDOLYN HALL 3705 STONECLIFF RD SUITLAND MD 20746
CLINKSCALES MARGARET ELIZABETH 3707 TUXEDO RD NW ATLANTA GA 30305
ANDREWS VONNIE LEE &JUANITA 372 ANDREWS DR RIEGELWOOD NC 28456
WESTMORELAND WILLIAM W & MARIA 4004 GENERAL HOWE HWY RIEGELWOOD NC 28456
KENDALL DAVID LESLIE &ANDREA M 4066 GENERAL HOWE HWY RIEGELWOOD NC 28456
STOCKS JOHN C PO BOX 290 DELCO NC 28436
FLOWERS PATRICIA 4353 GENERAL HOWE HWY RIEGELWOOD NC 28456
FLOWERS KENNETH P & MARIE 4357 GENERAL HOWE HWY RIEGELWOOD NC 28456
BIBBS BERTIE B 4523 SEMINOLE DETROIT MI 48214

GARRISON LATICHA 4639 GENERAL HOWE HWY RIEGELWOOD NC 28456
AUGUSTA JAMES F 4700 GENERAL HOWE HWY RIEGELWOOD NC 28456
DAVIS JAMES D 5410 GENERAL HOWE HWY RIEGELWOOD NC 28456
MORGAN JOY OWEN & HOBSON 5601 MARSH BAY DR WILMINGTON NC 28409
SALTER JAMES H &VANESSA G 6055 OLD STAGE HWY RIEGELWOOD NC 28456
MURPHY TERESA S & BRIAN D 6144 OLD STAGE HWY RIEGELWOOD NC 28456
BURNEY ROLAND D 6176 OLD STAGE HWY RIEGELWOOD NC 28456
HARRELSON CHRISTOPHER 6204 OLD STAGE HWY RIEGELWOOD NC 28456
KING DONNELL&GENOBLE H 6217 OLD STAGE HWY RIEGELWOOD NC 28456
LONG STY DEVON & ROBERT 6433 OLD STAGE HWY RIEGELWOOD NC 28456
EASON JERRY DONALD 6828 OLD STAGE HWY RIEGELWOOD NC 28456
HEATH BELVIN AUSTIN (JR) 710 BRUNSWICK PL LELAND NC 28451
BROWN JESSIE BELL 7305 OLD STAGE HWY RIEGELWOOD NC 28456
MUNN RUBIE HATCHER 7420 OLD STAGE HWY RIEGELWOOD NC 28456
WEBB LILLIAN LOVETT&JOHN BUEFORD 77 OWERS DR RIEGELWOOD NC 28456
MILLER GENE & NAOMI 7916 OLD STAGE HWY RIEGELWOOD NC 28456
MUNN OPHELIA 927 GRAHAM RD RIEGELWOOD NC 28456
WAGNER MELODY D & EVERETT W WALLACE (JR) 4113 GENERAL HOWE RD RIEGELWOOD NC 28456
GARVER JAMES DALE (SR) &JAMES DALE RVER (JR) 7169 OLD STAGE HWY RIEGELWOOD NC 28456
HAMMOND DONNA GRAHAM PO BOX 128 RIEGELWOOD NC 28456
MARTIN DONNA PO BOX 128 RIEGELWOOD NC 28456
REVIS SYLVIA C PO BOX 1606 FAIRVIEW NC 28730
BENSON KENNETH H & ROSIE E PO BOX 280002 JACKSONVILLE FL 32228
WILLIAMS BRYAN THERON PO BOX 337 RIEGELWOOD NC 28456
BROWN WILLIAM EUGENE PO BOX 342 BOLTON NC 28423
HEATH JIMMIE R PO BOX 367 LELAND NC 28451
BROWN JOHN V (JR) PO BOX 40911 FAYETTEVILLE NC 28309
SPENCER WILLIAM A& KIMBERLY A PO BOX 61 RIEGELWOOD NC 28456
WILLIAMS DWAYNE & CONSTANCE W PO BOX 701 RIEGELWOOD NC 28456
CAINES PAMELA SUE CARROLL PO BOX 843 RIEGELWOOD NC 28456
TOWN OF SANDYFIELD PO BOX 907 RIEGELWOOD NC 28456
BLANKS SHERMAN PO BOX 957 RIEGELWOOD NC 28456
WARWICK PATRICIA DEANE B PO BOX 962 BLADENBORO NC 28320

RIDENHOUR DONALD RICHARD &SHERRIL DEAN
PETERSON RIDENHOUR 6433 OLD STAGE HWY RIEGELWOOD NC 28456
FOUR COUNTY ELECTRIC MEMBERSHIP COR C/O TAX
DEPT CX2G PO BOX 14042 ST PETERSBURG FL 33733
DIXON EDNA&WARRIETTE WILLIAMS-HARDY PO BOX 177 RIEGELWOOD NC 28456

I lj};111\i1\' 311 North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 34466.4.5 TIP No.: R-2561CA County(ies): Columbus Page 1 of 1
General Project Information
WBS Element: 34466.4.5 ITIP Number: R-2561CA I Project Type: Other Date: 8/31/2020
NCDOT Contact: John Gauthier Contractor/Designer: SEPI,Inc.
Address: NCDOT Division 6 Address: 1 Glenwood Avenue
431 Transportation Drive,28301 Suite 600
Fayetteville,NC Raleigh NC 27603
Phone:[phone] Phone:[phone]
Email:[e-mail] Email:[e-mail]
City/Town: Riegelwood County(ies): Columbus I(
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 1.695 miles Surrounding Land Use: Rural residential,Forested Riparian and Cultivated Upland Areas
Proposed Project Existing Site
Project Built-Upon Area(ac.) 91.9 ac. 37.0 ac.
Typical Cross Section Description: NC-87-Begins at-L1-and-L2-as 2-lane,2-way section that transitions to a 4-lane,2-way section,divided At intersection of NC-87/NC-11:Both NC-87(-L-)and NC-11(-Y)-2-lane,2-way traffic,no turn lanes for either approach at the
by a depressed grass median,with 4'full-depth paved shoulders until changing to-L-which maintains the 4-way stop;NC-11 has monolithic islands at each side of the intersection.Travel lanes for both roadways vary from 11-12'
same typical until transitioning back to 2-lane,2-way at-L3-and-L4-.All proposed lanes are 12'wide.Side
slopes vary from 3:1 to 6:1.
NC-11 (-Y-):2-lane,2-way with 12'lanes and 4'paved shoulders.Intersection of NC-11 and NC-87 is a
proposed grade separation interchange(-Y-over-L-)with ramps and loops.
-Y2-,-Y2A-,-Y3-,and-Y4-are all 2-lane,2-way sections with variable lane widths and open shoulders
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 9000 Year:2040 Existing: 7,273 Year: 2021
General Project Narrative: R-2561CA project primarily proposes improvements to the intersection of NC-87(Old Stage Road)and NC-11(General Howe Road)by upgrading the existing at-grade intersection to a grade-separation
(Description of Minimization of Water interchange.The existing intersection has a high traffic incident rate with a considerable amount of fatalities.Ramps and loops connect the two alignments;ramps provided for traffic traveling from NC-11 to NC-87
Quality Impacts) and loops for NC-87 to NC-11.Ramps and loops were located to avoid impacts to environmental resources(streams,ponds,and wetlands),existing residences,and a historic property located in the northeast
quadrant of the interchange.Ramps(-RPB-,-RPD-)and Loops(-LPB-,-LPD-)are in Quadrants B and D,the northwest and southwest quadrants,respectively.Existing section of-L-will be widened to the future
ultimate typical for NC-87(4-lane,2-way section)for the length of the project,narrowing back to the existing 2-lane,2-way typical at either end of the project.Eastbound lanes(-L-RT)will follow the existing
alignment while the westbound lanes(-L-LT)will be on a new alignment to the north to avoid impacts to existing large transmission poles located on the south(RT)side of the existing alignment.Construction of the
grade separation bridge on NC-11(-Y-)will require an onsite detour alongside the LT side of the alignment
Additional improvements to local roads intersecting the primary alignments(-L-and-Y-)outside of Controlled Access limits include:alignments for Andrews Drive(-Y2-)and Woodyard Rd(-Y3-) were skewed to
create a four-leg intersection with monolithic islands;Narrow Gap Road(-Y4-)intersection is retained but modified with protected left turn island from NC-87 that eliminates the left turn out of Narrow Gap Road;
Driveway profiles were provided to select properties that were affected by widening on-L-or the fill for the bridge approach on-Y-.
The stream crossings for NC-11 and NC-87 over Weyman Creek will be converted from culvert crossings to bridges.Bridge crossings are appropriate for the topography,the scale of the drainage areas and
quantity of flood flows at each crossing.Bridge crossings will help to reconnect adjacent floodplains and reduce erosive velocities through the crossings.The existing culverts have had significant maintenance
issues following large flood events in recent years.Additionally,the westbound bridge on NC-87 allows for significant avoidance of surface water impacts.
Generally,the project approach avoids the construction of ditches through wetlands.Channelized flow entering wetlands has been designed to ensure non-erosive velocities in 2-yr and 10-yr events.Rip rap toe
protection has been located wherever proposed fill slopes are located within wetlands to prevent soil loss and instability at toe of fills.Existing culverts will be removed in the dry and replaced with stabilized open
channels of similar dimension with floodplain connectivity.All constructed floodplain bench areas at culvert removal locations will be stabilized with rip rap and top dressed with native material.Constructed channels
at culvert removal sites will be stabilized with rip rap to prevent scour and soil loss and are designed to allow for the natural accumulation of native materials in the channel bed over time.Basins for erosion control
have been designed with surface dewatering devices(skimmers)to minimize loss of sediment off-site during construction
Waterbody Information
Surface Water Body(1): Weyman Creek NCDWR Stream Index No.: 18-61
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV)
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: Anadromous Fish Spawning Area
Impairments:
Aquatic T&E Species? No Comments:
NRTR Stream ID: SC Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the General Project
(If yes,provide justification in the General Project Narrative) Narrative)

�40I ` SHEET TOTAL `
See Sheet 1 A For Index of Sheets STATE OFNORTH ®L Tf STATE STATE PROJECT REFERENCE NO. Na swarm
See Sheet 1B For Conventional Symbols �L ee Sheet RW02C 1 Thru RW02C 4 For Right of Way Plan Sheets N.C.� R-2561 CA ]1
DIVISION OF HIGHWAYS
STATE PROl.NO. P.APROI.NO. DESCRIPTION
1734 17 ff�# `a-•
= 34466.4.5 N/A P.E.
��— , 34466.3.8 N/A RNV & UTILITIES
va ' * .1 '� ‘ 34466.1.5 N/A CONST.
V ��ikt `�„.„.„A—y or
RE2561CAOJECT COLUMBUSCOUNTY
173
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��S PERMIT DRAWING
124 END PROJECT TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURES SHEET 1 OF 69
1ao• 1:08 A' " R-2561CA
• • 55AN�FI 1814lir
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A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SANDYFIELD. RIGHT OF WAY ACQUISITION HAS BEEN RELEASED ON THE FOLLOWING PARCELS:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DOCUMENT NOT CONSIDERED FINAL
`• • 24,26,27,29,33,34,35,36,37,41,42,44,48,51,52,AND 53. UNLESS ALL SIGNATURES COMPLETED
ETHIS IS A PARTIAL CONTOLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAN PREPARED NCDOT Br: HYDRAULICS ENGINEER
1 Glenwood Avenue
111 p
Raleigh,NC 27603
U ADT 2021 = 7273 Ta1,919789.9977
F.'919.7899591
50 25 0 50 100 License C-219, P8ONF
I 1 I 1 1 ADT 2040 = 9000 IFIC TIONConstruction,I,c 1.-----
€
ti K = 9 a/a LENGTH OF ROADWAY TIP PROJECT R-2561CA = 1.644 MILES 2018 STANDARD SPECIFICATIONS it
} PLANS MICHAEL TAYLOR, PE P.E. •
D = 60 % LENGTH OF STRUCTURE TIP PROJECT R-2561CA = 0.051 MILES ® •w.
EillillPROJECT ENGINEER SIGNATURE: Pa
50 25 0 50 100 T = 24 % RIGHT OF WAY DATE: `' •
T'' i 1 111 _I J TOTAL LENGTH OF TIP PROJECT R-2561CA = 1.695 MILES ROADWAY DESIGN �� a
^1I V = 60 MPH OCTOBER 28,2019 DANIEL W.GARDNER,JR., PE ENGINEER �'
l', PROFILE (HORIZONTAL) * TTST=20% DUAL=4% PROJECT DESIGN ENGINEER ®��
0�O O 10 5 0 10 20 FUNC CLASS = LETTING DATE: ®R TM���
�N�� J MINOR ARTERIAL APRIL 20,2021 JOHN B. GAUTHIER
E- I I I NCDOT CONTACT P,E,
,-� PROFILE (VERTICAL) "REGIONAL TIER"
m os'\�J t A A A A SIGNATURE:

0- PROJECT REFERENCE NO. I SHEET NOINI S IP p 1 I .
�� DENOTES TEMPORARY RalenwoodAgh.NC 7603e R-256/CA 4
/f IMPACTS IN �U RFACE WATER —L2— Te1:919.789.9977 ROAENGIN EDWAY NGINEER
PAVENGIN EMENT R DESIGN
Fax:[phone]
P1 Sta 16+07.83 PI Sta 24+24.70 I License:C-2197
��/S DENOTES IMPACTS IN A = 4'04'11.5"(LT) A = 4°04'11.5"(PT) C� Engineering&Construction,Inc.
,i SURFACE WATER D = 0°29'53.6" D = 0°29'53.6" \6- INCOMPLETE PLANS
L = 8/6.87' L = 8/6.87 J( / no NOT USE FOR I/W ACQUISITION
/ DENOTES HAND T = 16.87'' T = 408.6/' \
i A-/I CLEARING R = 11,500.00' R = 11,500.00' \ti..
/ //A SE = NC SE = NC
/r t DENOTES EXCAVATION
IN WETLAND
/ ***** PERMIT D RAW I N G
SHEET 2 OF 69 DOCUMENT NOT CONSIDERED FINAL
DENOTES MECHANIZED UNLESS ALL SIGNATURES COMPLETED
***** CLEARING -- W
I
50' 25' 0' 5
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Ll- PC Sta.11+99.22= WATER IMPACTS $E�DETAIL 3,PSH 2D-1
L2 PC Sta.11+99.22 CLASS RIP RAP AT EMBANKMENT // I SPECIAL LATERAL'V'DITCH
SEE DETAIL 29,PSH 2D-1 ~ Cp 1 SEE DETAIL 5,PSH 20.
L1 POT Sta.7+00.00 O O
SITE 1 CLASS RIP RAP O 0 0
/ PATRICIA WARWICK c AT EMBANKMENT f 0 Q
WoODs SPECIAL LATERAL Q� SEE DETAIL 30,PSH 2D-1 p
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N F/ ✓� -) O� �w 7 yS ) Raleigh,
NC 27603 R-256/CA I 4
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-L2- ROADWAY DESIGN PAVEMENT DESIGN
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/ / ` ! License:C 9.971 ENGINEER ENGINEER
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7 PROJECT REFERENCE NO. SHEET NO.
011/l y yS Y 1 Glenwood Avenue R-256/CA I 4A
co — DENOTE$ TEMPORARY Tel:919.NC9977 ROADWAY DESIGN PAVEMENT DESIGN
Te1:919.789.9977
DETAIL 3 DETAIL 29 DETAIL 30 IMPACTS IN SURFACE WATER ENGINEER ENGINEER
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT Liense:C-2.97
PIPE OUTLET CHANNEL STABILIZATION 1///� License:C-2197
(Not To Scale) (Not to Scale) (Not to Scale) $ DENOTES IMPACTS I N Engineering&Construction,Inc.
Natural Bed SURFACE WATER INCOMPLETE CLANS
Elevation 10'min. 10'm ln. DO NOT Use FOR t/w ACQUISITION
mural nd Natural 'Lac PERMIT D RAW I N G
Ground Ground Grad Ditch / y DENOTES HAND
Grade 1.0'min. 2.0' Grade 1.0'min. 2,p� � .{-I
III 1-14 CLEARING SHEET 4 OF 69
DENOTES EXCAVATION
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STA.15+62 -L2- LT FROM STA.15+44 TO STA.15+62 -L1- LT FROM STA.15+65 TO STA.15+76 -L1- LT
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CLASS I RIP RAP AT EMBANKMENT 41
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m' PROJECT REFERENCE NO. SHEET
1. v A. 5 62 1 1 R-256/CA I PFL-/
SIGN
I -, - ROAENGINEER ww��TTnn mm EHNGINEER
I IllIllIllIllIll 11111111111t-, _ •_ , I - I llDO N T USE FOR / CQUI TION
I IHIlIlIllIHIl ,•KEW 90 ,DFG, I PERMIT D a!!
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Ill " ,Glenwood A2venue
43 } SI Te191978C9.99603
' NHOLE License:
� License:C-2187
/ Engineering&Construction,Inc.
EL V= 40.46' H
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0' -L2Y2A SEE E INSET 5A / / / l jOiC PROJECT REFERENCE NO. SHEET NO.
, / / Sio p 1 1 Glenwood Avenue R-256/CA I 5
Raleigh,NC 27so3
/ / Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
PI Sto 16+07.83 PI Sto 244-24.70 PI Sto /31-35.37 PI Sto 15+60.60 Y // Fax:91978ss591 ENGINEER ENGINEER
A = 4°04'//.5"(LT) A = 4°04'11.5"(RT1 A = 34°18'41.2"(LT) A = l8°21'00.8"(RT) / / / II/ License:C-2197
D = 0°29'53.6" D = 0°29'53.6" D = 22°55'05.9n D = 22°55'05.9" / @/ SITE 2 Engineering&Construction,Inc.
L = 8/6.87' L = 8/6.87' L = 149.71' L = 80.07' l l
T = 408.61' T = 408.61' T = 77.18' T = 40.38' �/ INCOMPLETE PLANS
/ j DO NOT USE FOR 1/W ACQUISITION
R = 11,500.00' R = 11,500.00' R = 250.00' R = 250.00' l * l l •
SE = NC (2.5%) SE = NC (2.5X) SE = SEE PLANS SE = SEE PLANS CLASS I RIP RAP / Y2 POT Sta.9+23.OG \---
-Y2- / EST 15 TONS /p/�EEST 30 SYGF .. .4 Q Y3 FILL IN'lWETLANDS :!''''1'''' F V 4 MECHANIZED CLEARING
PI Sta 12+61.42 PI Sta 14+12.82 PI Sta 10+95.26 PI Sta /2+70.29 / O - >, , 0 6
A = 48'16'27.3"(RT) 74 �z' F. -Y2- POT Sta.10+00.00
A = 32°54'37.7"(LT) = l3°l0'4/.5"(RT) = 2/°0/'15.4"(LT) / / 1
D = 22°55'05.9" MECHANIZED CLEARING _ SPECIAL LATERAL (P DOCUMENT NOT CONSIDERED FINAL
D = 22°55'05.9" D = 14°19'26.2" D = 22°55'05.9" TOWN OF SANDYNELD // 2-FT BASE DITCH
L = 143.60' L = 92.00' L = 91.72' T =212.02' / f /� SEE DETAIL 1,PSH 2D-1 O� UNLESS ALL SIGNATURES COMPLETED
T = 73.84' T = 46.20' T = 46.38' R = 250.00' EXCAVATION IN WETLANDS /- 10 �..
R = 250.00' R = 400.00' R = 250.00' / / TRUE LIGHT
SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS / / VONNIE LEE ANDREWS O '0
\ / / _ r,'f APOSTOLIC CHURCH
1- JUANITA ANDREWS 75
****** DENOTES MECHANIZED / / ye;® MECHANIZED CLEARING -Y2A- PT Sta.16+00.29 W
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O IVI _ 1/ N/ _ I AN /sogNc /// P Sta.28+32'7 LB.(23'LJ_ COREY C SHAw
PLANTER �y / °g/ e / / L PI Sta.28+3. 9 L.A. 13 /
KIMBERLY A SPENCER -1L8- 0C Sta.26+9d.24y * \ v'� l
li { db Y2 PT Sta.14+58.6/ / / /
73 KA POT 5 ?5 22.S.x ©© APE IAL LATERAL N'.TCH /
$¢ �'SoiC_=_=\ \ / / tP F / / r� S E DETAIL b,PS 20.1
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11 1 • SIIVV ECLik LA E''7 /
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2-FT BASE DITCH 2-FT BASE DITCH q PUE n �a/►�������n3�`��L/%7j� w / w/CLASS B RIP RAP
SEE DETAIL 2,PSH 2D-1 / \ I//��P��� PUE PUFstt utlnlA lo,rSl1 P PUE
SEE DETAIL 4,PSH 2D-1 _ __ k a ►�«' / -/' PE IRL 4TERAL
-Y3-POT Sta.
SSta./0+00.00 c� i\1' / L,\ /&.44d'1��j•////O/y , 1 EST.DDE=38 CY 3.32% CH
SEET BASE DETAILDITPSH 2D-1
JOY OWEN MORGAN / / x �� /
HOBSON MORGAN /a � 60 i a ill p�p�� �i`'l b � {� 12
ANDREWS DR \ t��.� C/
113 0 5 •/ • 1 �� : STANDARD 'V'DITCH SHERMAN BLANKS
A
IT SEE DETAIL 28,PSH 2D-1
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200 � / // �����•gyH!i �' L=58 FT;GRADE=1.53%
-Y3- PC Sta.10+48.88 ♦������ '' oQ/ EST.DDE=9 CY
57 57 r/ /..1.111 /�/ RETAIN EXISTING DITCH
F
c -Y3- PT Sta.11+40.60 ��,yin7_IEr;?nh ' STANDARD z-Fr DITCH -Ll- POT Sta.28+3/.59 L.B.(35'RT)
cn 100 100 � ` ' ,p1, , .icuss B RIP RAP -L- POT Sta.284-31.59 L.A.
5646 5646
tri Y3 PC Sta.11+58.27b'►Q�.V / ��2\ SEE DETAIL 15,PSH 2D-1
o_ 213 213 $SEE-DETAILE�L PSH 2D 1 �� .ec, \
NC 8• 7200 7200 NC 87 !/iii�a �, \E550 E_zRA =1.0%
300 300 5 0 HELIA I SEECIDA# N'DI '� 5 CY
N Ai:
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MATCH LI N E -Y - '. 1 +5 1.1 1 SEE SHEET 15 FOR -L2- PROFILE
s- 427 2021 DT 600 SEE SHEET 13 SEE SHEET 16 FOR -L- PROFILE
u /
2040 •DT SEE SHEET 25 FOR -Y2- PROFILE
��c WOODYARD RD i -- SEE SHEET 26 FOR -Y2A-AND -Y3- PROFILE
°NF - SEE SHEET 2�4 FOR INTERSECTION DETAIL OF -L2�Y2-AND -Ll�Y3-
05a
7!U SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
m:_

C J-,_) /� -C tl ti'•' I \ \ 'y1 N \ , o C 5' II / 11 / / •%SO/< PROJECT REFERENCE NO. SHEET NO.
N / S E a N T ,I('- \ 1 l/ /I / 7^ _ S 1 Glenwood Avenue R-256/CA I 5
-L2- -Y2A- / 1 l / ( l / Raleigh,NC 27603 ROADI-e2IIGN PAVEMENT DESIGN
s0 J 3 f S L. / I 1 / l ` \ Te1:919.789.9977
v/ PI Sto 16+07.83 PI Sfa 24+24.70 PI.Sfa /3+35.37 PI.Sfa 15+60.60 f / / / r \ F.919 789 9591 ENGINEER ENGINEER
> (LT A = 4°04'11.5"(RT1 A = 34°18'41.2"(LT) A = l8°2/'00.8"(RT) 1 I n\ , )-1 / / \ License:C-2197
fw D 0°29'53.6" D = 0°29'53.6" D = 22°55'05.9 D = 22°55'D5.9 ! / �/ IITE _ Engineering&Construction,Inc.
L = 8/6.87' L = 8/6.87' L = 149.71' L = 80.07' 1 r \ >y XY/I/ INCOMPLETE PLANS
4
v T = 408.6/' T = 408.61' T = 77.18' T = 40.38' `NI-7 y \ 1 1 / \ ` / C C / DO NOT USE FOR t/w ACQUISITION
R = 11,500.00' R = 11,500.00' R = 250.00' R = 250.00' J '� 1/l /" 1 1 SE = NC (2.52) SE = NC (2.5%) SE = SEE PLANS SE = SEE PLANS \ ' ) t1 R.AP / -Y2- POT Sfa.9+23.0C \ir\ c/ /
e
\ C / Yam �' � ST 15 TONS " ^� /I' Y2- -Y3- \ I ' V r \/ 'E! N'lWT 30 SYGF a . 4 / ���- �A / /
f 5 - \I \ \ ,1 .r ' ECHAWIZED TARING y ,
I PI Sfa 2°541.42 PI Sfa ' 01282 PI Sta 10 1 15.4 A St 48'16'273"(RT) � \ J TOWNANDY�ANIZED CLEARInG • %- r - 2-/'CT Sta°10+00.00 �L
L I UNDS
\( A = 32°54'37.7"(LT) _ l3°l0'4/.5"(PT) = 2/°0/'15.4"(LT) \
'S D = 22°55'05.9" D = 14°19'26.2" D = 22°55'05.9" D - 22'55'05.9" \ SP CIAL LITERAL DOCUMENT NOT CONSIDERED FINAL
T BASE DITCH
�/ L = 143.60' L = 92.00' L = 91.72' L = 210.64' J / "�,) EE DETAIL 1,PSH zo-1 J�� / p / UNLESS ALL SIGNATURES COMPLETED
( T = 73.84' T = 46.20' T = 46.38' T = 112.02' C / \ I /.- �/� 10
M \ R = 250.00' R = 400.00' R = 250.00' R = 250.00' \ j 1 EXCAVATION INETUNDS t�' /0/� I \ / l' 7.
\ ` // �/ d ) VON E LEE�NDREWS < , J9 TRUE LIGHTa�-
SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS P, \ -S' / / A/ ( \ 7 5 )APOs7ouc c uRCH ^`
/ / / / / � / JUA ITA ,DREWS o- < i_
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****** CLEARING ` --7)�5 J -g�M� e/ /f \ \ \ l ) \ cLASSB IP Po.4P
a 1 bb TOE PRO CTION
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S il p 1 I Glenwood Avenue R-256/CA I 5A
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Raleigh,NC 27603
Tel:[phone] ROADWAY DESIGN PAVEMENT DESIGN
Fax:[phone] ENGINEER ENGINEER
License:C-2197
Engineering&Construction,Inc.
INCOMPLETE PLANS
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PROJECT REFERENCE NO. SHEET NO.
s- il 1 Glenwood Avenue R-256/CA I 6
Raleigh,NC 27603
Tel:[phone] ROADWAY DESIGN PAVEMENT DESIGN
Fax:[phone] ENGINEER ENGINEER
30 License:C-2197
****** DENOTES MECHANIZED Engineering&Construction,Inc.
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/ 't--__� r-\� J L PROJECT REFERENCE NO. I SHEET NO.
Ti/ il 1 Glenwood Avenue
co \ ( � � `� � ii Raleigh,NC 27603 EROADWAY DESIGN�/ A PAVEMENT DESIGN
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PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue
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IQ Fa:919 N 9 9591 ENGINEER ENGINEER
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License:C-2197
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INCOMPLETE PLANS
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F.:919.789.9591
License:C-2197
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INCOMPLETE PLANS
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DETAIL 27
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NS 1 Glenwood Avenue PROJECT REFERENCE NO. SHEET NO.
DETAIL 18 DETAIL 32 R-256/CA I 7C
CHANNEL CHANGE PIPE OUTLET CHANNEL /S/� DENOTES IMPACTS IN Tel:9Ralei19789.99773 ROADWAY DESIGN PAVEMENT DESIGN
Not to Scale) 44/ SURFACE WATER F.:919.789.9591 ENGINEER ENGINEER
(Not to Scale) C License:C-2197
,\O( Engineering&Construction,Inc.
Natural I oe Mu'ii
3`'..St‘
Proposed GroundGround MN, o --Grown INS® 1ED L E CE PLANS
Natural c Fill Slope nNc NA, nF 'a.'�, 0�,� d no NOT Use FOR t/w ACQUISITION
Ground di--",,
�D ` 764si
DENOTES TEMPORARY2.D,� SIMPACTS IN SURFACE WATER
CF MATTING H Min.D= 2.5 Ft. Exist.Channel CHANNEL BED 25' 0' 25'
Length= 24 Ft. (Vadablelp— p I „//
Max.d= 3.0 Ft. If�C \daito°
e= s.o Ft. ' d= TOP OF BANK. E DENOTES EXCAVATION GRAPHIC �CAL� tw"45
Est.= 53 Tons of Class I Rip—Rap IN WETLAND DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Class I Rip Rap;Thickness'=2.0 Ft. UNLESS ALL SIGNATURES COMPLETED
AT STA.22+75 —RPD— LT
FROM STA.10+75 TO STA.11+02 —DR5— RT
I 7r / / DENOTES
FILL
IN * * * * * DENOTES MECHANIZED PERMIT DRAWING
I N S E T 7 C CLEARING SHEET 32 OF 69
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NS p 11 Glenwood Avenue PROJECT REFERENCE NO. SHEET NO.
DETAIL 18 DETAIL 32 R-256/CA I 7C
CHANNEL CHANGE PIPE OUTLET CHANNEL /S//e DENOTES IMPACTS IN Tel:9Ralei19789.99h NC 773 ROADWAY DESIGN PAVEMENT DESIGN
Not to Scale) 44"/ SURFACE WATER Fax:[phone] ENGINEER ENGINEER
(NoT to Scale) C License:C-2197
.t O( Engineering&Construction,Inc.
Natural I oe MOPr.-a
3. tte Proposed Ground >�o nad MNa o --vroun 7,/,,,,,:/
INCOMPLETE PLANS
Natural (r O Fill Slope nNc N, nF ''. ."- d no Nor use Fon t/w acoursrrroN
Ground dam:/ -FD — — ` DENOTES TEMPORRY2.D,� SIMPACTS IN SURFACE WATER
7.
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Length= 24 Ft. (Vadablelp— p I „//
Max.d= 3.0 Ft. If�C \daitooe= s.o Ft. d= TOP OF BANK. E DENOTES EXCAVATION GRAPHIC �CAL� �•'
Est.= 53 Tons of Class I Rip—Rap IN WETLAND DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Class I Rip Rap;Thickness=2.0 Ft. UNLESS ALL SIGNATURES COMPLETED
AT STA.22+75 —RPD— LT
FROM STA.10+75 TO STA.11+02 —DR5— RT
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PROJECT REFERENCE NO. SHEET NO.
— R-256/CA PFL-2
HORIZONTAL SCALE' 1 r=-40T ROADWAY DESIGN HYDRAULICS
0 20 40 ENGINEER ENGINEER
" " " " " " -Laildli---
INCOMPLETE PLANS
DO NOT USE FOR 3%W ACQUISITION
VERTICAL SCALE: 1"=8'
0 4 8
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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RalGleighnwoo, NC 27603 nue
Tel:[phone] A
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License: C-2197
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2STA. 27 —F87 —Y-
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c\ PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue70
11 1F:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
0 jeR-2561CA I
co aeig 7 ENGINEER ENGINEER
DETAIL ///' n Lcense:C21971
STANDARD BASESE A DITCH F � DENOTES FILL I N WETLAND Enginee ng&Construction,Inc.
(Not to Scale) INCOMPLETE PLANS
Natural Natural PERMIT D RAW I N G DO NOT USE FOR t/W ACQUISITION
Ground a.? 3:•• Ground * * * * * * DENOTES MECHANIZED
D
d= * * * * * * CLEARING SHEET 35 OF 69
-- -- -- -- -- --
Geotextile B Min.D= 3.5 FT.
Max.d= 3.5 Ft. E E DENOTES EXCAVATION 25' 0' 25'
B= 4.0 Ft. / IN WETLAND A�IL**�1.■ DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Class I Rip-Rap E E VIiAArcffi SCALE \ee UNLESS ALL SIGNATURES COMPLETED
STA.12+00 -RPD- LT \
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0l' PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue
Te1.919.789.9977 ROADWAY DESIGN/ A PAVEMENT DESIGN
DETAIL 38 Raleigh,NC27603
STANDARD BASE DITCH // A DENOTES FILL IN License:C 21971 ENGINEER ENGINEER
(No,To scale) F Engineering&Construction,Inc.
Natural Natural WETLAND INCOMPLETE PLANS
Ground a,., ,5.1 Ground PERMIT D RAW I N G DO NOT USE FOR t/W ACQUISITION
dt ° * * * * * * DENOTES MECHANIZEDNIZED SHEET 36 OF 69
Geotextile B Min.D= 3.5 Ft.
Max.d= 3.5 Ft.
B= 4.0 Ft. / DENOTES EXCAVATION 25' o' 25'
Type of Liner= Class I Rip-Rap E E IN WETLAND
VirCr SCALE rfr*0 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
STA.12+00 -RPD- LT 1# \
N.JSET 7D
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45 G I L ' SE AIL 10, PSH 2D-1 CLEARING 1 /tit
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SEE\ DETAIL 1, H 71 ' / t \SPECIAL'LATERAL 'V' DITC \
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EC
REFERENCE
PROI RT 256ICAN0. I SHEET NO.
DETAIL 36 DETAIL 41 iGlenwood Avenue
co Raleigh,NC 27603 ROADWAY DESIGN PAVEMENT DESIGN
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT Te1:919.789.9977
(NoT to Scale) (NoT to Scale) DENOTES TEMPORARY License
ENGINEER ENGINEER
rs/,4
ii License:C-2197
10'min. 10'min. IMPACTS IN SURFACE WATER Engineering&Construction,Inc.
INCOMPLETE PLANS
Ditch l,o'min. 2 0' Ditch ed �S/,g� DENOTES IMPACTS I N DO NOT USE FOR 1/W ACQUISITION
Grade Grade 1.0'min. 2.0' Q/ /
>ti� SURFACE WATER 25' o' 25'
GEOTEXTILE GEOTEXTILE NO \ aC �TilL IILSCALE
�/ DENOTES EXCAVATION
TYpe of Liner= 7 TONS,CL II Rip-Rap TYpe of Liner= 30 TONS,CL II Rip-Rap E/ IN WETLAND
Geotextile= 10 SY Geotextile= 50 SY DOCUMENT NOT CONSIDERED FINAL
FROM STA.71+16 TO STA.71+30 -L- LT FROM STA.70+91 TO STA.71+41 -L- RT DENOTES MECHANIZED PERMIT DRAWING UNLESS ALL SIGNATURES COMPLETED
CLEARING SHEET 37 OF 69
I N S ET 7 E - --
el
WOODS I ( ,
el` CLASS 'II' RIP RAP
Ili AT EMBANKMENT
✓S EE DETAIL 36, H 2D-1 SPECIAL LATERAL
cic?
a� 2-FT BASE DITCH
�� w/CLASS B RIP RAP
MECHANIZED CLEARING —
w
: . SEE DETAIL 23, PSH 2D 1 II
• PUE CLASS B '.I'PFP °�► E P - PU' PUE PUE PUE I
CLASS P RIP RAP EST 3 TONS �' .�
Ls = ifV4(44N - -7 - - - -
�'/ EST 14 ��IEGF* * * * * * * ** * * * * TE PORA'a� IMPACTS CLASS RIP RAP
t * * * * * r.54*. * IN , R4 E WATER — — " fST TONS 10%_.. _ _ C
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\► I villiv1• i ; -fir •T't � Ptti, _(41.- DETAIL 9 PSH 2._
1EMPORARY IMPA I S —- t �. �..�It f•.i ;�t�j ••, :�
T�. . _4 n v ink*�ij 1 i t 1 1 .�i�i� W
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NC 87 (OLD STAGE ROAD) ®\,c< _ �� i' —� }I''` � '��\��I. - -
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® RCP IV 15"" RCP-IV J
7-4747'
rivimitervar
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*
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ECIAL LATERAL 2-FT .. *re` V / - CLASS B RIP RAP
BASE DITCH S F V� c EST 3 TONS
ul w/CLASS B RIP RAP �I SITE 9EST 10 SYGF
'ETAIL 16, PSH 2D-1 M�,,ANIZE9 CLEARING P P RY IMPACTS
3 % NSURFACE WATER
s= i SS 'II' RIP RAP REMOVE EXISTING CULVERT
EMBANKMENT AND RE-ESTABLISH CHANNEL
°to I ACfl� I ATE �� EE DETAIL 41, PSH 2D-1 W/APPROXIMATE 28-FTBASE
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REFERENCE
cr
cr
PROI RT 256ICAN0. I SHEET NO.
DETAIL 36 DETAIL 41 iGlenwood Avenue
co
Raleigh,NC 27603 ROADWAY DESIGN PAVEMENT DESIGN
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT7s/ Te1:919.789.9977
(Not to Scale) (Not to Scale) DENOTES TEMPORARY Fax[phone] ENGINEER ENGINEER
� License:C-2197
10'min. 10'min. IMPACTS IN SURFACE WATER Engineering&Construction,Inc.
INCOMPLETE PLANS
Ditch l,o'min. 20• Ditch ed �S/,g/ DENOTES IMPACTS IN DO NOT USE FOR 11W ACQUISITION
Grade Grade 1.0'min. 2.0' Q/ / �IL��r�
,tip SURFACE WATER 25' o' 25'
GEOTEXTILE GEOTEXTILE e� \ CaKAYF1��CALE
�/ DENOTES EXCAVATION
TYpe of Liner= 7 TONS,CL II Rip-Rap TYpe of Liner= 30 TONS,CL II Rip-Rap E IN WETLAND
Geotextile= 10 SY Geotextile= 50 SY DOCUMENT NOT CONSIDERED FINAL
FROM STA.71+16 TO STA.71+30 -L- LT FROM STA.70+91 TO STA.71+41 -L- RT DENOTES MECHANIZED PERMIT DRAWING UNLESS ALL SIGNATURES COMPLETED
CLEARING SHEET 38 OF 69
INSET 7E - --
rV �oods \ \ \ �/ // s)�,ILL— � e� CLASS ''II'I'IP RAP -. ////// !/,
/ III � _I 1 // _ / �`8. \ AT EMB KMEN- / / / //,
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E c'1 N 4 iE* /*V C * * * I E O ,i MPACTS \ - �� - 9 �, 4-- - /
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- y#.- \ ,.i_____/I. - -
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B SE/DI CH' // %/ %j j= // EST 3 TONS \
w/CLAS� BR�PP / 7 SITE SST 10 SYGF
DETAIL k6,f 1-I �2lpppppp 1 i//��/i3 /1"I •r CLEARING A v P RY IMPACTS
J ( / / ///,, Pe//
/ N URFACE WATER\ __0 / / / //�///� / REMOVE EXISTING CULVERT/ /� SS II RIP RAPti� ///%/ /� / EMBANKMENTAND RE-ESTABLISH CHANNEL /°NF \ //// ALA/ ���/,,. 4,� - /� EE DETAIL 41, PSH 2D-1 W/APPROXIMATE 28 FT�BASE
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PERMIT DRAWING I
SHEET 40 OF 69
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cD m I I PROJ.REFERENCE NO.
Inds
CO
■■■■■ .n
PERMIT DRAWING I
SHEET 41 OF 69
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J\ F.919.789.9591 ENGINEER ENGINEER
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PROJECT REFERENCE NO. SHEET NO.
r♦ 1 Glenwood Avenue
N Te1:919.789.9977 ROADWAYEIDESIGN�/ A PAVEMENT DESIGN
cQ Raleigh,78.9591 ENGINEER ENGINEER
DETAIL 27 Fax:[phone]
TOE PROTECTION r♦ License:C-2197
(Not to Scale) Engineering 8 Construction,Inc.
i DENOTES HAND INCOMPLETE PLANS
\C'�6 C/I-K CLEARING DO NOT USE FOR t/W ACQUISITION
Natural ;\- ...as _
Ground b y S. 25' 0' 25' PERMIT DRAWING
to �/ DE WETLAND L IN \IS'S� *1•.1�� I
d= 1.0 Ft 0'` VRAYFiI( SCALE SHEET 45 OF 69
b= 2.0 Ft. Geotextile ' ' ' ' ' ' DENOTES MECHANIZED
'*#** *# CLEARING DOCUMENT NOT CONSIDERED FINAL
TYpe of Liner= Class B Rip-Rap UNLESS ALL SIGNATURES COMPLETED
FROM STA.74+00 TO STA.77+00 -L- RT
INSET 8A _ _ _
BETTY ANN MYERS COOK F -DI BASE WIDTH -- ___-----
BOUT TO 5-FT AND A'DEIPgH OF CIS
----0 FAO MATCH NATURAL 911\I\
G Rou-Kri p_EVATI O N r
CLASS B RIP RAP
SPECIAL LATERAL SPECIAL LATERAL EST 13 TONS /
2-FT BASE DITCH 2-FT BASE DITCH EST 28 SYGF PU <>\
- - - - - SEE DETAIL 4, PSH 2D-1 SEE DETAIL 1, PSH 2D-1
'UE PUE PUE PUE 'it-- PUE PUE PUE PUE PUE <i • �,t DUE
LL R . 0 HAND CLEARING �'�"- -��-
r\ o W = _ = A e NLpQD o = `•
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Z I 0 N FILL IN WETLAND
4 CLASS B RIP RAP
EST 5 TONS SITE 10
LJJ EST 14 SYGF
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U I MECHANIZED CLEARING X 1 1\ �\
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-<U C'IASS 'II' RIP RAP

PROJECT REFERENCE NO. SHEET NO.
f' 1 Glenwood Avenue
N Te1:919.789.9977 ROADWAYEIDESIGN RE A PAVEMENT DESIGN
(U Raleigh,NC27803 ENGINEER ENGINEER
DETAIL 27 Fax[phone]
License:C-2197
TOE PROTECTION
(Not to Scale) Engineering 8 Construction,Inc.
DENOTES HAND INCOMPLETE PLANS
F\e 6t C- CLEARING no NOT Use FOR t/w ACQUISITION
Natural '\o`•\SoQe ' _
Ground b y 9 Q DENOTES FILL IN 25' 0' 25' PERMIT DRAWING
Id /Vile WETLAND .�ti� �,RgF�iR�SCALE
d= 2. Ft. I
0�` SHEET 46 OF 69
b= 2.0 Ft. Geotextile fE dl DENOTES MECHANIZED 1,0
*#** *# CLEARING DOCUMENT NOT CONSIDERED FINAL
TYpe of Liner= Class B Rip—Rap UNLESS ALL SIGNATURES COMPLETED
FROM STA.74+00 TO STA.77+00 -L- RT
INSET 8A \ \ \ _ , _ _
/2 1V/ BETTY ANN MI\`f F _ �00K \ \�- — -,_-3z— - - �� J ` \
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— — — _ - -T— — \ - -35� -36— \ /
ili:
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o'� I I I I CLIASS 'II'RfP RAP ( -\ i 1 ( /// J-- '' / <\ \. \ --'\ram \\ \ 36\ / \

r
cD I . PROJ.REFERENCE NO.
N is � R-2561CA
ILc
,. - R� - *- -0 150
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PERMIT DRAWING
SHEET 47 OF 69
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N - � R-2561CA MegE
- C.:.. ii. 1 „ 76 -0 1'0
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PROJECT REFERENCE NO. SHEET NO.
cr
cr
1 Glenwood Avenue
N YS R-256/CA /0
OD
Raleigh,NC 27503
Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
DENOTES FILL IN P1 S/a /9+5/.92 Fax:[phone] ENGINEER ENGINEER
WETLAND A = /7°57'59.5"(RT) License:C-2197
Engineering 8 Construction,Inc.
D = 1°00'09.7" INCOMPLETE PLANS
DWAYNE WILLIAMS E***** DENOTES MECHANIZED L = 1,79/.8/' DO NOT USE FOR tdW ACQUISITION
CONSTANCE W.WILLIAMSE*** * CLEARING T = 903.32'
50' 25' 0' 50' S.E.= 3%
R.O.= BI'
c R MC.SCALE
,,nn��� Old
Np p a a I 2 UNLESS ALL SIGNATURES COMPLETED
\ .
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
SHEET49 OF 69 DJ'AYrJE WILLIAMS
CONSTANCE W.WILLIAMS
\ \ '
•
\ — — — — — —WLB
I --------7
SOOOM
.. \ \
I
\ \
-Y- PC Sto.10+48.60
a vnuTna \ ,,- / 1�
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\ \ DWAYNE L.WILLIAMS
BETTY L.WILLIAMS SEE INSET 1 OA ;0014,:S**'.:''.*:*:'.1 ....:::o+.-
\
DWAYNE WILLIAMS /
\ \ CONSTANCE W.WILLIAMS • / j ITC 11
s 1 C
•
WOODS / Wpp l_ LASSSB'RIP RAP IEJS O
l TOE PROTECTION • •• 0
sTNG nSEE DETAIL 27
/ lo
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4 VAR.PAVEDI ROADWAY - V) W
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\ \ / I \ - / G WETLAND PI Sto /9+5/.92 License:C-2197
\ \ \ \ r A = /7°57'59.5"(RT) Engineering&construction,Inc.
\ \ \ N \ 1 / E*** DENOTES MECHANIZED D = 1`00'09.7" INCOMPLETE E PLANS
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Fax:[phone] ENGINEER ENGINEER
License:C-2197
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Fax[phone]
License:C-2197
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INCOMPLETE PLANS
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co ,s7Raleigh,NC 27803
IMPACTS IN SURFACE WATER Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
PI Sto 19+5/.92 PI Sta 11+66.85 ENGINEER ENGINEER
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IMPACTS IN SURFACE WATER Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
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PROJECT REFERENCE NO. SHEET NO.
il 1 Glenwood Avenue
N S Il p 1 Te1:919.789.9977 ROADWAY DESIGN/ A PAVEMENT DESIGNSI
up Raleigh,NC 27603
DETAIL 31 F.919
ENGINEER ENGINEER
F
RIP RAP ATNo EMBANKMENT ENT �� Engineering&Construction,Inc.
(Naf to Scale) DENOTES TEMPORARY INCOMPLETE PLANS
IMPACTS IN SURFACE WATER DO NOT USE FOR t/W ACQUISITION
'°'m PERMIT DRAWING
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DENOTES IMPACTS IN SHEET 55 OF 69
Grade zi
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N 226 ELEVATION 217307Ar I BASE BASE FFREQUENCY = 100 CYRSS IIIE
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DOCUMENT NOT CONSIDERED FINAL
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_ i Glenwood Raleigh,NC 27603
W.S.ELEVATION Te1,91 978 9.9 77
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- PIPE HYDRAULIC DATA -
•• PROPOSED 54'RCP-IV 5/o.37+50 SI1'
- ■EREE■MEWEMI DRAINAGE AREA = 337 AC :
DESIGN FREQUENCY = 50 YRS 1
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80 PIPE HYDRAULIC DATA PI- 33+8211 DESIGN DHWCELEVATION 35.6 FTIN
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PROPOSED 2054•RCP-N BURIED r Sto.27#87 �C - 6 .I 100 YEAR DISCHARGE = 94 CFS -
DRAINAGE AREA = 47.4 AC BM7 ELEVATION = 38.39' K - 189 l00 YEAR HW ELEVATION = 359 FT
DESIGN FREQUENCY = 50 YRS - 228994STA E 42/8222
N-r- 3E 22/ 286rRiGH OVERTOPPING FREQUENCY= 500+i- YRS .
1 DESIGN DISCHARGE = 8/ CFS OVERTOPPING DISCHARGE = 122 CFS 1 1
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DESIGN HW ELEVATION = 34.4 FT „�;_,:-��,.__.,, .__ L - 1
/00 YEAR DISCHARGE = 89 CFS PI- 27+50A0
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m / \ PROJECT REFERENCE NO. SHEET NO.
\ / /7// Yli 1 Glenwood Avenue R-256/CA I 12
eo \ , a~ / F DENOTES WET AN WETLAND
I N PI Sta 53+95.97 Raleigh,NC 27603
SPERMIT DRAWING
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A 12
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 14+89 - 15+87 -L1- RT Roadway/Ditch Construction 0.012 0.028 0.029
1 14+87 - 16+29 -L1- RT Hand Clearing in ROW/PUE I 0.021
1 15+40 - 15+64 -L2- LT Roadway Fill/54" Pipe 0.006 34
1 15+59 - 15+70 -L2- LT Rip Rap Bank Stabilization 0.002 18
1 15+66 - 15+72 -L2- LT Dewatering for Pipe Install 0.001 10
2 9+45 - 11+05 -Y2- LT Ditch Construction 0.011 0.023
I
2 9+46 - 9+53 -Y2- RT 2@18" Pipe/Rip Rap at Outlet 0.003 0.016
3 35+59 - 38+98 -L- LT Roadway Fill 0.285
3 36+46 - 38+98 -L- LT Rip Rap Toe Protection 0.034 0.047
4 46+49 - 47+74 -L- LT Roadway/Ditch Construction 0.077 0.035 0.024
4 18+05 - 19+16 -RPB- LT Roadway/Ditch Construction 0.102 0.050 0.053
4 18+11 - 20+19 -RPB- RT Roadway/Ditch/EC Basin Construction 0.090 0.047 0.045
4 19+62-RPB-RT-16+03-LPB-LT Ditch w/Rip Rap Construction 0.024 0.017
4 13+09 - 14+54 -LPB- LT Roadway/Ditch/EC Basin Construction 0.092 0.059 0.066
4 13+16 - 14+38 -LPB- RT Roadway/Ditch Construction 0.074 0.033 0.014
4 14+99 - 16+02 -LPB- LT Roadway/Ditch Construction 0.081 0.017 0.020
4 14+98 - 16+30 -LPB- RT Roadway Fill 0.090 1 0.013
4 15+63 - 16+17 -LPB- RT Ditch w/Rip Rap Construction 0.045 0.034
SHEET TOTALS*: 1.010 0.000 0.327 0.068 0.308 0.008 0.001 52 10 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 1 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 66 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
_
5 37+71 - 37+82 -Y- RT Hand Clearing in TDE 0.008
5 39+12 - 40+79 -Y- RT Roadway Fill 0.080 0.142
5 40+90 - 41+10 -Y- RT 15" Pipe/Rip Rap at Outlet 0.007 0.030 0.020
6 28+43 - 28+74 -Y- LT Roadway Fill/Channel Change 0.012 0.004 0.006
6 27+01 - 28+70 -Y- RT Roadway Fill 0.026 276
6 22+65 - 22+75 -RPD- LT Rip Rap Bank Stabilization 0.009 22
6 22+65 - 22+84 -RPD- LT Temporary Impact 0.008 13
7 17+53 - 17+76 -RPD- RT Ditch Construction 0.001 0.005
8 11+55 - 12+24 -RPD- RT Ditch w/Rip Rap Construction 0.034 0.008
8 11+55 - 12+19-RPD- RT Rip Rap down existing slope 0.029 0.065
9 67+98 - 70+95 -L- LT Roadway Fill 0.231 0.135
9 70+30 - 71+36 -L- LT/RT Culvert Removal/Bridge 0.105 152
Const./Bank Stabilization
9 69+63 - 69+73 -L- LT Bridge Bent in Stream 0.001 5
9 70+89 - 71+04 -L- LT Bridge Bent in Stream 0.003 19
9 70+25 - 70+40 -L- LT Temporary Impact 0.002 10
9 70+89 - 71+04 -L- LT Temporary Impact 0.002 10
SHEET TOTALS*: 0.393 0.000 0.034 0.381 0.008 0.140 0.017 450 57 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 2 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 67 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
9 71+01 - 71+27 -L- LT Dewatering for impervious dike 0.006 11
9 71+00 - 71+30 -L- RT Dewatering for impervious dike 0.009 34
9 70+67 - 70+67 -L- RT Temporary Impact 0.004 10
9 70+85 - 71+03 -L- RT Temporary Impact 0.004 10
I
9 70+20 - 71+05 -L- RT Roadway Fill 0.003 0.010
9 70+91 - 77+15 -L- RT Roadway Fill 0.205 0.163
9 74+54 - 77+15 -L- RT Rip Rap Toe Protection 0.048 0.085
9 71+08 - 76+00 -L- RT Hand Clearing in ROW 0.025
10 80+78 - 81+26 -L- LT Roadway/Ditch Construction 0.007 0.002
10 80+68 - 80+88 -L- LT Hand Clearing in DUE 0.005
11 12+85 - 13+07 -Y- LT Roadway Fill 0.002
11 12+63 - 13+40 -Y- LT Rip Rap Toe Protection 0.005 0.023
11 13+40 - 16+21 -Y- LT Clearing for Silt Fence 0.114
11 16+21 - 16+79 -Y- LT Roadway Fill 0.011 0.013
11 17+03 - 17+58 -Y- LT Roadway Fill 0.010 0.003
11 17+58 - 19+09 -Y- LT Clearing for Silt Fence 0.029
11 19+37 - 19+53 -Y- LT Rip Rap at Pipe Outlet 0.000 0.002
11 17+13 - 18+91 - Y- RT Roadway Fill 0.059
11 17+18 - 19+06 - Y- RT Rip Rap Toe Protection 0.019 0.408
SHEET TOTALS*: 0.369 0.000 0.000 0.852 0.030 0.000 0.022 0 65 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 3 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 68 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
11 16+57 - 17+48 -Y- Culvert Removal/Bridge Const./
Bank Stabilization 0.037 83
11 16+56 - 16+63 -Y- LT Temporary Impacts 0.001 10
11 16+64 - 17+39 -Y- LT Dewatering for Culvert Removal 0.018 38
11 17+48 - 17+59 -Y- LT Temporary Impacts 0.010 5
11 16+84 - 17+11 -Y- RT Dewatering for Culvert Removal 0.013 18
11 16+64 - 16+78 -Y- RT Temporary Impacts 0.002 10
11 17+13 - 17+21 -Y- RT Temporary Impacts 0.002 10
12 47+43 - 48+29 -Y- LT Roadway Fill/Detour 0.065 0.020 0.014
SHEET 66 SUBTOTALS 1.010 0.327 0.068 0.308 0.008 0.001 52 10
SHEET 67 SUBTOTALS 0.393 0.034 0.381 0.008 0.140 0.017 450 57
SHEET 68 SUBTOTALS 0.369 0.000 0.852 0.030 0.000 0.022 65
PROJECT TOTALS*: 1.837 0.000 0.381 1.315 0.346 0.185 0.086 585 223 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 4 of 4 NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10-26-2020
Columbus
R-2561CA
34466.4.5
Revised 2018 Feb SHEET 69 OF 69