20050061 Ver 1_Application_20050111

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MICHAEL F. EASLEY
GOVERNOR
US Army Corps of Engineers
Raleigh Field Office
6508 Falls of Neuse Road, Suite120
Raleigh, NC 27615-6814
ATTENTION: John Thomas
NCDOT Coordinator, Division 11
Dear Sir:
LYNDO TIPPETT
SECRETARY
o ~~GO~IC~ D
JAN ~ 1 2005
DENR - WA~fER QUALITY
YyETIANDS AND STDft~MVATER BRM~
Subject: Application for Individual Section 404 and Section 401 Water Quality
Certification for the widening of NC 67 from SR 1355 (Messick Road) to
US 601 in Booneville, Yadkin County. State Project No. 6.771008.
Division 11, T.I.P. No. R-3415: $475.00 Debit Work Order 6.771008,
WBS Element 34541.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to improve NC 67
from SR 1355 to US 601 in Booneville by widening and constructing turn lanes. NC 67 will
vary from two lanes to three lanes, on existing location, and 24 feet to 36 feet travel way,
including 2 foot paved shoulders. Curb and gutter may be added in some spots along NC 67.
The project length is approximately 6.2 miles. This application package consists of the cover
letter, ENG4345 form, permit drawings, Natural Resource Technical Report, Minimum Criteria
Checklist, EEP acceptance letter and half size roadway plan sheets.
Purpose and Need: To improve traffic operations, level of service, and safety along the
proposed section of NC 67.
Summary of Impacts: The project lies in the Yadkin-Pee Dee Basin (Hydrologic
Categorical Unit 03040101). Permanent impacts resulting from the construction of this project
are 1198 linear feet of streams. No wetlands will be impacted by the construction of this project.
Summary of Miti ag tion: Throughout the design process this project has been designed to
avoid and minimize impacts to jurisdictional areas. The project will be conducted on existing
roadway and will thereby minimize natural resource impacts. Specific strategies are detailed
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] CAPITAL BLVD.
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: [phone] PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WE9$ITE.' WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598
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STATE OF NORTH CAROLINA
DEPART OF TRANSPORTATION
January 7, 2004
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elsewhere in this document. The necessary compensatory mitigation for unavoidable impacts to
1,1981inear feet of streams will be provided by the EEP.
PROJECT SCHEDULE
This project is scheduled to let June 21, 2005 with a review date of May 3, 2005 and a
date of availability of July 26, 2005.
ENVIRONMENTAL DOCUMENT STATUS
This project is state funded and a Minimum Criteria Determination Checklist was signed.
IMPACTS TO WATERS OF THE UNITED STATES
Construction of the proposed project will necessitate impacts to jurisdictional perennial
streams. The project lies in the Yadkin-Pee Dee Basin (Hydrologic Categorical Unit 03040101).
All impacted streams are classified as Class C. Impacts resulting from the construction of this
project are 1198 linear feet of streams. No streams within the project or within 1.0 mile of the
project are found on the 303(d) list of impaired waters.
Site 1 will involve extending the triple box culvert over Lineberry Creek. Also, Site 1
will involve the filling of a UT to Lineberry Creek and relocating the stream into a grass lined
lateral base ditch with the placement of two crossvanes to control water velocity.
Site 2 will involve the extension of the triple box culvert over Williams Creek.
Site 3 will involve the extension of a double box culvert over Williams Creek. Also, at
the inlet of the culvert, Williams Creek and a UT to Williams Creek will be filled and relocated.
Part of the UT to Williams Creek will be relocated in a grassed lined lateral base ditch. Part of
Williams Creek will be relocated into a grassed lined lateral base ditch with the placement of one
cross vane.
Site 4 will involve the extension of a single box culvert with a reinforced concrete pipe to
a UT to Williams Creek.
Site 5 will involve the extension of a single box culvert on a UT to Williams Creek.
Site 6 will involve the filling and relocating of a UT to North Deep Creek into a lateral
base ditch lined with Permanent Soil Reinforcement Matting.
Site 7 will involve the extension of a single box culvert with a reinforced concrete pipe
on a UT to North Deep Creek.
Site 8 will involve the extension of a single box culvert with a reinforced concrete pipe
on a UT to North Deep Creek.
2

Site 9 will involve the extension of a single box culvert with a reinforced concrete pipe
on a UT to North Deep Creek.
Site 10 will involve the extension of a single box culvert with a reinforced concrete pipe
on a UT to North Deep Creek.
Site No. Stream Best Usage
Classification Index
Number Linear Impact
(ft)
1 Lineberry Creek C 12-60 32
1 UT to Linebe Creek C 12-60 325
2 Williams Creek C 12-61 28
3 Williams Creek C 12-61 240
3 UT to Williams Creek C 12-61 74
4 UT to Williams Creek C 12-61 60
5 UT to Williams Creek C 12-61 38
6 UT to North Dee Creek C 12-84-1- 0.5) 126
7 UT to North Dee Creek C 12-84-1- 0.5) 48
8 UT to North Dee Creek C 12-84-1-(0.5) 49
9 UT to North Dee Creek C 12-84-1-(0.5) 98
10 UT to North Dee Creek C 12-84-1- 0.5) 80
Total 1198
MITIGATION OPTIONS
The US Army Corps of Engineers (USAGE) 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). For this project, mitigation is only required for impacts associated with jurisdictional
streams. No jurisdictional wetlands will be impacted by this project.
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 minimization measures were incorporated as part of the project design.
Minimization includes the examination of appropriate and practicable steps to reduce the adverse
impacts.
Avoidance: Impacts to jurisdictional streams could not be avoided.
Minimization: The following techniques were implemented:
• The project is a widening of an existing road instead of new location.

• Streams at Sites 1, 3 and 6 will be relocated by lateral base ditches instead of pipes.
The short channels were meandered and the use of rock cross vanes are designed to
stabilize the new channels.
• Used Permanent Soil Reinforcement Matting in lieu of rip rap in ditches, where
practical.
• Stormwater will be treated by lateral base ditches near Sites 1, 2, 4, 5, 8, 9, and 10.
• The shoulder width was minimized throughout the project.
• Sills are used in multi-barrel box culverts to maintain low flow velocities and depths.
• Slopes of 2:1 were used in the vicinity of the streams.
• Preformed Scour Hole is located at Station No. 140+00.
• NCDOT's Best Management Practices for the Protection of Surface Waters will be
enforced.
Compensation The primary emphasis of the compensatory mitigation is to reestablish a
condition that would have existed if the project were not built. As previously stated, mitigation
is limited to reasonable expenditures and practicable considerations related to highway operation.
Mitigation is generally accomplished through a combination of methods designed to replace
wetland functions and values lost as a result of construction of the project. These methods
consist of creation of new wetlands from uplands, borrow pits, and other non-wetland areas;
restoration of wetlands; and enhancement of existing wetlands. Where such options may not be
available, or when existing wetlands and wetland-surface water complexes are considered to be
important resources worthy of preservation, consideration is given to preservation as at least one
component of a compensatory mitigation proposal.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington District"
(MOA), it is understood that the North Carolina Department of Environment and Natural
Resources EEP, will assume responsibility for satisfying the federal Clean Water Act
compensatory mitigation requirements for NCDOT projects that are listed in Exhibit 2 of the
subject MOA during the EEP transition period which ends on June 30, 2005.
Although the subject project is not listed in Exhibit 2, or included on a supplemental
project list submitted to EEP, EEP will provide the necessary compensatory mitigation to offset
unavoidable impacts to waters that are jurisdictional under the federal Clean Water Act. The
offsetting mitigation will derive from an inventory of assets already in existence within the same
8-digit cataloguing unit. The Department has avoided and minimized impacts to jurisdictional
resources to the greatest extent possible as described above. The remaining, unavoidable impacts
to 11981inear feet of jurisdictional streams Yadkin Pee-Dee River Basin HU 03040101 will be
4

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offset by compensatory mitigation provided by the EEP program. Enclosed in this application is
the EEP acceptance letter.
UTILITIES
Utility relocations will not be conducted in jurisdictional areas.
FEDERALLY-PROTECTED SPECIES
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and Section 9
of the Endangered Species Act of l 973, as amended. As of January 29, 2003, the United States
Fish and Wildlife Service (USFWS) lists no federally protected species for Yadkin County.
CULTURAL RESOURCES
This project will not have any effect on property listed on the National Register of
Historic Places and will not require acquisition of additional right-of--way from publicly owned
parkland or recreational areas.
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.
WILD AND SCENIC RIVER SYTEM
The project will not impact waters designated within the Wild and Scenic Rivers System
or any rivers included in the list of study rivers (Public Law 90-542, as amended).
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Individual Section 404 Permit
as required for the above-described activities. We are also hereby requesting a Section 401
Water Quality Certification from the Division of Water Quality. In compliance with Section
143-215.3D(e) of the NCAC, $475.00 from NCDOT debit account will provide payment for
processing the Section 401 permit application. We are providing seven copies of this application
to the North Carolina Department of Environment and Natural Resources, Division of Water
Quality, for their review.
5

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If you have any questions or need additional information, please call Rachelle Beauregard
at 715-1383.
Sincerely,
1~4~~~
Grego J. Thorpe, Ph.D.
~ Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, NCDWQ (7 copies)
Ms. Marla Chambers, NCWRC
Ms. Becky Fox, USEPA -Whittier, NC
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Ms. Marella Buncick, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Michael A. Pettyjohn, P.E.
Mr. Heath Slaughter, DEO
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Stephanie Caudill, PDEA Project Planning Engineer
Mr. David Franklin, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Carl Goode, PE
6

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL N0.0710-003
33 CFR 325) ~ Expires December 31, 2004
Public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of taw, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction
over the location of the aroaosed activity.
PRNACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. 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. 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 Lie attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
~ (ITEMS 7 THRU 4 TO BE f{ILLED BY THE CORPS) I
1. APPLICATION NO. ~ 2. FIELD OFFICE CODE ~ 3. DATE RECEIVED ~ 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FELLED BY APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
North Carolina Department of Transportation '
Project Development & Environmental Analysis
6. APPLICANTS ADDRESS
1548 Mail Service Center
Raleigh, NC 27699
9. AGENTS ADDRESS
7. APPLICANTS PHONE NOs. W/AREA CODE I 10. AGENTS PHONE NOs. W/AREA CODE
a. Residence a. Residence
b. Business 919-733-3141 b. Business
11. STATEMENT OF AUTHORIZATION
1 hereby authorize, to ad 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.
APPLICANTS SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions
NC 67 widening from SR 1355 (Messick Road) to just west of Boonville, Yadkin County, NC
13. NAME OF WATERBODY, IF KNOWN (irapplicable>
Lineberry Creek, UT to Lineberry Creek, Williams Creek, UTs to Williams
Creek and UTs to North Deep Creek
15. LOCATION OF PROJECT
14. PROJECT STREET ADDRESS (it applicable)
Yadkin NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instnrctions) section, Township, Range, Lat/Lon, and/or Accessors•s Parcel Number, for example.
17. DIRECTIONS TO THE SITE
NC 67 from just east of I-77 to just east of Boonville
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW-OR)

18. Nature of Activity (Description of project, include au features)
Improve NC 67 from SR 1355 to US 601 in Booneville by widening and constructing tttm lanes. NC 67 will vary from two lanes to three lanes,
on existing location, and 24 feet to 36 feet travel way, including 2 foot paved shoulders. Curb and gutter may be added in some spots along NC
67. The project length is approximately 6.2 miles.
The project will impact twelve streams through ten stream crossings, impacting 11981inear feet of jurisdictional perennial streams
19. Project Purpose (Describe the reason or purpose of the project, see inswdions)
Public transportation and improve traffic operations, level of service, and safety along the proposed section of NC 67.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Needed in order to provide a wider road base for the highway widening.
Y 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See attached permit drawings.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see inswdions)
11981inear feet of stream channel,
~''
23. Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (lf more than can be entered t,ere, please anach a supplemental list).
See Attached List
25. List of Other Certifications or ApprovalslDenials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
__ ~ Would include but is not restricted to zoning, building, arid flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the 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.
~~ ~ ~ oS
SI TU OF APPLICANT DATE
SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or R may be signed by a duly authorized
agent ff the statement in block 11 has been filled out and sgned.
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, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)

MINIMUM CRITERIA DETERMINATION CHECKLIST
TIP Project No. R-3415
State Project No. 6.771008
Project Location: NC 67 from SR 1355 (Messick Road) to US 601 in Booneville located
in Yadkin County.
Proiect Description: The proposed project calls for minimal improvements to NC 67 from
SR 1355 (Messick Road) to US 601 in Booneville. Improvements to
the project include widening NC 67 and constructing tum lanes.
Purpose and Need: To improve traffic operations, level of service, and safety along the
proposed section of NC 67.
Anticipated Permits or Consultation Requirements:
A Section 404 permit is required in accordance with the Clean Water
Act 33 U.S.C 1344) from the U.S. Army Corps of Engineers, as well
as a 401 permit from DWQ. A Nationwide permit No. 14 will also be
required for all impacts to Waters of the United States impacted by
this project.
Special Proiect Information:
Environmental Commitments: Minimize impacts to the water resources in
the project area.
Design Information: Widen NC 67 and construct tum lanes
within 80 feet (24.4 meters) of right of way,
extending 6.2 miles (10 km).
Estimated Costs:
R/VV: $1,000,000
Const: $ 2,500,000
Estimated Traffic:
Existing Cross Section:
2000 (ADT): 7,000 to 8,600
2025 (ADT): 13,000 to 15,800
Two-lane section, with 20' pavement width
and varying shoulder.
Proposed Typical Roadway Section: NC 67 will vary from two lanes to three
lanes, on existing location, and 24 feet (7.2
m) to 36 feet (11 m) travel way, including 2ft
(.6 m) paved shoulders. Curb and gutter
may be added in some spots along NC 67.

Design Speed:
Functional Classification:
50 mph.
Major Rural Collector
PART A: MINIMUM CRITERIA
. YES NO
1. Is the proposed project listed as a type which would qualify
as a Non-Major Action under the Minimum Criteria? X
PART B: MINIMUM CRITERIA EXCEPTIONS
YES NO
2. Is the proposed project likely to precipitate significant, foreseeable
alterations in land use, planned growth, or development patterns? X
3. Does the proposed action divide or disrupt an established community? X
4. Does the proposed action bypass an existing community? X
5. Does the proposed action provide new access to areas containing
significant amounts of exploitable natural resources? X
6. Is the proposed action likely to have a significant detrimental impact
on air quality? X
7. Is the proposed action likely to have a significant detrimental impact
on ambient noise levels for adjoining areas? X
8. Is the proposed action likely to have a significant impact on travel
patterns or traffic volumes? X
9. Is the proposed action likely to significantly affect water quality? X
10. Does the proposed action require the relocation of significant numbers
of people? X
11. Is the project likely to be controversial? X
12. Will the proposed action require the use of land owned by the
U. S. Forest Service or the National Park Service? X

PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
YES NO
Ecological Impacts
13. Is a federally protected threatened or endangered species, or its
habitat, likely to be impacted by the proposed action? ~ X
YES NO
14. Does the action require the placement of fill in "Waters of the United
States"? X
15. Does the project require the placement of a significant amount of fill in
high quality or relatively rare wetland ecosystems, such as mountain
bogs or pine savannas? X
16. Does the project require stream relocation or channel changes? X
17. Is the proposed action located in an Area of Environmental Concern,
as defined in the Coastal Area Management Act? X
Cultural Resources
18. Will the project have an "effect" on a property or site listed on the
National Register of Historic Places? X
19. Will the proposed action require acquisition of additional right of way
from publicly owned parkland or recreational areas? X
Reviewed by: Date: ~ 20 D/
Stephanie Ledbetter.
Project PI ing En ' eer Q
Reviewed by: Date: S p~.O O l
Cynthia D Sharer, P.E.
Project Planning Unit Head

If any of questions 2 through 12 are answered "YES", the proposed project does not qualify as
a Non-Major Action. A state Environmental Impact Statement (EIS) or Environmental
Assessment (EA) will be required. For assistance, contact:
Mr. Bill Gilmore, P.E.
Manager, Planning and Environmental Branch
P. O. Box 25201
Raleigh, NC 27611
[phone]
Fax: [phone]
Questions in Part C are designed to assist the Engineer in determining whether a permit or
consultation with a state or federal resource agency may be required. If any question in Part C
is answered "YES", refer to the Environmental Guidance section of this document and contact
the appropriate individual for assistance.

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North Carolina
Department of Transportation
Dlv><siOII Of H1ghWays
Project Development &
Environmental Analysis Branch
a
Yadkin County
NC 67 From SR 1355 (Messick Rd.)
To US 601 in Booneville
R~415
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 13, 2001
Memorandum To: Cindy Sharer, P.E., Unit Head
Project Planning Unit
From: Matt Haney, Environmental Biologist
Natural Systems Unit
LYNDO TIPPETT
SECRETARY
Subject: Natural Resources Investigation for proposed minimal
improvements to NC 67 from SR 1355 (Messick Road) to US 601
in Booneville, Yadkin County, State Project No. 6.771008, TIP
Project R-3415.
Attention: Stephanie Ledbetter, Project Planning Engineer
Project Planning Unit
The attached report addresses four issues pertinent to the development of a
Minimum Threshold Determination Checklist for the proposed project: water resources,
biotic resources, wetlands, and federally-protected species. The proposed project calls
for minimal improvements to NC 67 from SR 1355 (Messick Road) to US 601 in
Booneville in Yadkin County (see attached vicinity map). Improvements to the project
include widening NC 67 and constructing turn lanes. The pavement will be widened to
accommodate a 7.2 m (24 ft) travel way and 0.6 m (2 ft) paved shoulders. The proposed
right-of--way is 24.4 m (80 ft). The project length is 10 km (6.2 mi).
NCDOT biologists Matt Haney, Jared Gray, and Jeff Burleson conducted a field
investigation on May 31, 2001 to assess natural resources at the project site. Biotic
communities were investigated and faunal composition was predicted based on habitats
observed. In addition to field investigation, information concerning federally-protected
species was obtained from the U.S. Fish and Wildlife Service (FWS) protected species
list and the North Carolina Natural Heritage Program (NHP) database of rare species and
unique habitats.
TERMINOLOGY AND DEFINITIONS
For the purposes of this document, the following terms aze used concerning the
limits of natural resources investigated. Project study area (project azea) denotes the
area bounded by the proposed right-of--way limits. Project vicinity describes an area
extending 0.8 km (0.5 mi) on all sides of the project study area. Project region is
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WHM!DOH.DOT STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1546

2
equivalent to an area represented by a 7.5 minute USGS quadrangle map [163.3 kmz
(61.8 miZ)], with the project as the center point.
WATER RESOURCES
Water resource information encompasses physical aspects of the resource, its
relationship to major water systems, Best Usage Standards, and water quality of the
resources. Probable impacts to these water bodies are also discussed, as are means to
minimize impacts.
Streams are assigned a best usage classification by the Division of Water Quality
(DWQ, formerly known as the Department of Environmental Management). Four
streams lie in the project study area (Table 1).
Table 1. Water Resources located in the project study area.
Stream Name DEM Index No. DEM Class Date River Basin
Lineberry Creek 12-60 C 4/6/55 Yadkin-Pee Dee
Williams Creek 12-61 C 4/6/55 Yadkin-Pee Dee
Ut* North Deep
Creek 12-84-1-(0.5) C 9/1/74 Yadkin-Pee Dee
Ut Williams
Creek 12-61 C 4/6/55 Yadkin-Pee Dee
*Unnamed tributary
Class C waters are protected for secondary recreation, fishing, wildlife, fish and
aquatic life propagation and survival, agriculture and other uses suitable for Class C.
Secondary recreation includes wading, boating, and other uses involving human body
contact with water where such activities take place in an infrequent, unorganized, or
incidental manner. There aze no restrictions on watershed development activities.
The Benthic Macroinvertebrate Ambient Network (BMAN) is managed by DWQ
and is part of an ongoing ambient water quality monitoring program which addresses
long term trends in water quality. The program assesses water quality by sampling for
selected benthic macroinvertebrate organisms at fixed monitoring sites. Some
macroinvertebrates are sensitive to very subtle changes in water quality; thus, the species
richness and overall biomass of these organisms are reflections of water quality. North
Deep Creek and Yadkin River received good-fair bioclassifications.
Point source dischazgers, located throughout North Carolina are permitted through
the National Pollutant Discharge Elimination System (NPDES) program. Any discharger
is required to register for a permit. There are four NPDES permitted dischargers in the
project vicinity (Table 2).

Table 2. NPDES sites in the project vicinity.
Facility Stream Permit No. County Date Subbasin
Candle Corporation of
America Ut Yadkin
River N00060691 Surry 8/16/93 03-07-02
Carl Rose & Sons, Inc. Yadkin River N00076988 Surry 8/16/93 03-07-02
Chatham Manufacturing
Acquisition Ut North Deep
Creek N00029289 Yadkin 8/16/93 03-07-02
Boonville WWTP Ut Tanyard
Creek N00020931 Yadkin 8/16/93 03-07-02
Aquatic communities are sensitive to minor changes in the environment. Any
action that affects water quality can have an adverse impact on aquatic organisms.
Although most of the disturbance caused by project construction will be temporary, some
environmental impacts caused by the proposed project will be long-term or irreversible.
Installation or modification of in-stream structures, such as replacement or extension of
culverts, can permanently affect many physical stream parameters.
The following impacts to surface waters may result from project construction:
- Increased silt loading and sedimentation from erosion of disturbed soils.
- Changes in light incidence, water clarity, and water temperature due to increased
sediment load and riparian vegetation removal.
- Alteration of stream discharge due to silt loading and changes in surface or
• groundwater drainage patterns.
- Increased potential for release of toxic compounds such as fuel and oil from
construction equipment and other vehicles.
Precautions must be taken to minimize these and other impacts to water resources
in the study area. NCDOT's Best Management Practices (BMP) for the Protection of
Surface Waters must be strictly enforced throughout the construction stage of the project.
Provisions to preclude contamination by toxic substances should also be strictly enforced.
BIOTIC RESOURCES
Terrestrial Communities
Three community types are present at the project study area. The communities
consist of roadside maintained/disturbed, mixed hardwood forest, and riparian fringe.
Dominant flora and fauna observed, or likely to occur in each community are provided
below. Scientific nomenclature and common names (when applicable) are provided for
each plant and animal species mentioned. Subsequent references to the same species will
include the common name only. Animal species observed during the field visit are
denoted with an asterisk.
Much of the wildlife in the project area likely use various communities for forage,
cover, and nesting habitat. Many species are highly adaptive and may utilize the edges of
forests and clearings. In addition, many species utilize both aquatic and terrestrial
habitats, such that both are required for survival and reproduction. Birds observed in the
project study area include indigo bunting* (Passerina cyanea), eastern phoebe* (Sayornis

4
phoebe), wood thrush* (Hylocichla mustelina), mockingbird* (Mimus polyglottos),
yellow-breasted chat* (Icteria virens), and rufous-sided towhee* (Pipilo
erythrophthalmus). Mammalian species likely to frequent disturbed habitats include
eastern cottontail (Sylvagus floridanus), least shrew (Cryptotis parva), eastern harvest
mouse (Reithrodontomys humulis), and hispid cotton rat (Sigmodon hispidus). Mammals
commonly occurring in forested habitats include northern short-tailed shrew (Blarina
brevicauda), gray squirrel (Sciurus carolinensis), and white-footed mouse (Peromyscus
leucopus). Virginia opossum* (Didelphis virginiana) prefers wooded bottomlands near
streams, ponds, swamps, and other sources of water. Eastern fence lizard (Sceloporus
undulatus) and five-lined skink (Eumeces fasciatus) inhabit open habitats with plenty of
sunlight. The slimy salamander (Plethodon glutinosus), spring peeper (Hyla crucifer),
and eastern box turtle (Terrapene carolina) inhabit woodlands. Fish species that could
inhabit streams in the project area include: yellow bullhead (Ameiurus natalis), brown
bullhead (A. nebulosus), channel catfish (Ictalurus punctatus), redbreast sunfish (Lepomis
auritus), bluegill (L. macrochirus), largemouth bass (Micropterus salmoides), white
crappie (Pomoxis annularis), and black crappie (P. nigromaculatus).
The maintained/disturbed community consists of three habitats that have recently
been or are currently impacted by human disturbance: roadside shoulder, maintained
yard, and cropland.
Herbaceous vegetation found in the roadside shoulder include fescue (Festuca
sp.), poison ivy (Rhus radicans), Virginia creeper (Parthenocissus quinquefolia),
greenbrier (Smilax sp.), Japanese honeysuckle (Lonicera japonica), goldenrod (Solidago
sp.), wingstem (Actinomeris alternifolia), common plantain (Plantago sp.), wood sorrel
(Oxalis sp.), milkweed (Asclepias sp.), wild onion (Album canadense), trumpet creeper
(Campsis radicans), red clover (Trifolium pratense), ebony spleenwort (Asplenium
platyneuron), ironweed (Vernonia sp.), vetch (Vicia sp.), ragweed (Ambrosia sp.), thistle
(Carduus sp.), Carolina geranium (Geranium carolinianum), daisy fleabane (Erigeron
sp.), Venus' looking glass (Specularia perfoliata), Queen Anne's lace (Daucus carota),
ox-eye daisy (Chrysanthemum leucanthemum), running cedar (Lycopodium
flabelliforme), five-fingers (Potentilla canadensis), ivy (Hedera helix), bellwort
(Uvularia sp.), woolly mullein (Verbascum thapsus), wisteria (Wisteria sp.), and Joe-pye
weed (Eupatorium frstulosum). One shrub species, blackberry (Rubus sp.), was observed
in the roadside shoulder.
Herbs, grasses, and vines located in the maintained yard include fescue, white
clover (Trifolium repens), hosta (Hosta fortunei), dandelion (Taraxacum sp.), ragweed,
bamboo (Smilax laurifolia), and Carolina geranium. Shrub and tree species observed
here include Bradford pear (Pyrus calleryana), flowering dogwood (Corpus jlorida), red
maple (Ater rubrum), bull bay (Magnolia grandijlora), white pine (Pinus strobus), pecan
(Carya illinoensis), and sycamore (Platanus occidentalis).
Species located in cropland include wheat (Triticum aestivum) and corn (Zea
mays).
The herbaceous and vine layer of the mixed hardwood forest was dominated by
Christmas fern (Polystichum acrostichoides), mock strawberry (Duchesnea indica), violet
(Viola sp.), giant cane (Arundinaria gigantea), aster (Aster sp.), Japanese grass

5
(Microstegium vimineum), bedstraw (Galium sp.), panic grass (Panicum sp.), and
Virginia chain-fern (Woodwardia virginica). Shrub and tree species observed here
include black cherry (Prunus serotina), red maple, tulip poplar (Liriodendron tulipifera),
sassafras (Sassafras albidum), persimmon (Diospyros virginiana), white oak (Quercus
alba), white pine, multiflora rose (Rosa multijlora), smooth sumac (Rhus glabra), red
mulberry (Morus rubra), blackberry, mimosa (Albizia julibrissin), northern red oak
(Quercus rubra var. borealis), tree of heaven (Ailanthus altissima), weeping cherry
(Prunus subhirtella), winged sumac (Rhus copallina), privet (Ligustrum sp.), post oak
(C~uercus stellata), short-leaf pine (Pinus echinata), Virginia pine (Pinus virginiana),
holly (Ilex opaca), eastern hemlock (Tsuga canadensis), bear-grass (Yucca filamentosa)
and black gum (Nyssa sylvatica).
Herbs, grasses, and vines located in the riparian fringe include jewel-weed
(Impatiens capensis), pokeweed (Phytolacca americana), Christmas fern, Japanese
honeysuckle, Japanese grass, and kudzu (Pueraria lobata). Shrub and tree species
observed here include tag alder (Alnus serrulata), sycamore, blackberry, black willow
(Salix nigra), river birch (Betula nigra), black walnut (Juglans nigra), blackgum, yellow
root (Xanthorhiza simplicissima), and box elder (Ater negundo).
Estimated Impacts to Terrestrial Communities
Construction of the subject project will have various impacts on the biotic
resources described. Any construction related activities in or near these resources have
the potential to impact biological functions. A total of 1.65 ha (4.07 ac) of mixed
hardwood forest will be impacted by project construction. A total of 14.00 ha (34.58 ac)
of roadside shoulder community will be impacted by project construction. However, this
community will be replaced by an equivalent community through re-vegetation after
project completion.
Habitat reduction resulting from road construction concentrates wildlife into
smaller refuge areas, thus changing competition between species and causing increased
starvation, predation and susceptibility to disease.
WETLANDS AND PERMITS
Surface waters and wetlands fall under the broad category of "Waters of the
United States," as defined in 33 CFR Section 328.3. Wetlands, defined in 33 CFR 328.3
(b), are those azeas that are inundated or saturated by surface or ground water at a
frequency and duration sufficient to support, and under normal circumstances do support,
a prevalence of vegetation typically adapted to life in saturated conditions. Any action
that proposes to place fill into these areas falls under the jurisdiction of the U.S. Army
Corps of Engineers (COE) under Section 404 of the Clean Water Act (33 U.S.C. 1344).
No jurisdictional wetlands are located within the project area, however, impacts to
Lineberry Creek, Williams Creek, and 7 unnamed tributaries will occur if the box
culverts are extended according to current plans.
Permits

6
A Nationwide Permit No. 14 (65 FR 12817, 12888; March 9, 2000) is likely to be
applicable for all impacts to Waters of the United States resulting from the proposed
project. This permit authorizes activities undertaken, assisted, authorized, regulated,
funded, or financed in whole, or part, by another Federal agency or department where
that agency or department has determined the pursuant to the council on environmental
quality regulation for implementing the procedural provisions of the National
Environmental Policy Act:
(1) that the activity, work, or discharge is categorically excluded from environmental
documentation because it is included within a category of actions which neither
individually nor cumulatively have a significant effect on the human environment,
and;
(2) that the office of the Chief of Engineers has been furnished notice of the agency's
or department's application for the categorical exclusion and concurs with that
determination.
In addition, a North Carolina Division of Water Quality (DWQ) Section 401
Water Quality General Certification is also required. Section 401 of the Clean Water Act
requires that the state issue or deny water certification for any federally permitted or
licensed activity that may result in a discharge into waters of the United States. The
issuance of a 401 permit from DWQ is a prerequisite to issuance of a Section 404 Permit.
PROTECTED SPECIES
Some populations of fauna and flora have been in, or are in, the process of decline
either due to natural forces or their inability to coexist with human activities. Federal law
(under provisions of the Endangered Species Act of 1973, as amended) requires that any
action, likely to adversely affect a species classified as federally-protected, be subject to
review by the Fish and Wildlife Service (FWS).
Plants and animals with federal classifications of Endangered (E), Threatened (T),
Proposed Endangered (PE), and Proposed Threatened (PT) are protected under provisions
of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. An
endangered species is considered to be a species that is in danger of becoming extinct
throughout all or a significant portion of its range. A threatened species is considered to
be a species that is likely to become an endangered species within the foreseeable future
throughout all or a significant portion of its range.
As of March 22, 2001, the FWS lists no federally-protected species for Yadkin
County.
cc: Dr. V. Charles Bruton, Asst. Branch Manager, Natural Systems Unit
Gordon Cashin, Natural Systems Supervisor
File: R-3415

- ~Ecos~stem
a" s~ 1-;~ 1 ~Jr. A~a.t..-~..:~ a j.
January ~~L~$~AM
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Cazolina Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
R-3415, NC 67 Widening, Yadkin County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide stream mitigation for the subject project. Based on the information supplied
by you in letters dated November 29, 2004 and December 13, 2004, the impacts are located in CU
03040101 of the Yadkin River Basin in the Central Piedmont (CP) Eco-Region, and are as
follows:
Stream Impacts: 1,198 feet (923 feet cool and 275 feet warm)
This letter replaces the mitigation acceptance letter issued on December 8, 2004. As
stated in your letters, the subject project is listed in Exhibit 2 of the Memorandum of Agreement
among the North Carolina Department of Environment and Natural Resources, the North
Carolina Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington
District dated July 22, 2003. The mitigation for the subject project will be provided in
accordance with this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~-
Wtlliam D. Gilmore, P.E.
EEP Director
cc: Mr. John Thomas, USACE-Raleigh
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: R-3415 (Amended)
®'~,~~
~_
NCDENR
North Carolina Ecosystem Enhancement Program, Ib52 Mai! Se-vice Tenter, Raieigh, NC 21b99-IbS~ ,~ 9i9-71i-0416 i www.nceep.net

YADKIN COUNTY
NORTH CAROLINA
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DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPORTATION
VICINITY YADKIN COUNTY
MA ~ PROJECT: R-3415
IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK) ROAD TO JUST WEST OF
BOONVILLE
SHEET ~ OF ~ ~ 8/03/04

LEGEND
-WLB WETLAND BOUNDARY
X LIVE STAKES
X
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L
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WL X
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DENOTES FILL IN - - - COIR FIBER ROLLS
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®
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5
® DENOTES FILL IN OR PARCEL NUMBER
SURFACE WATER
DENOTES FILL IN

SURFACE WATER
® PROPOSED BRIDGE
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND PROPOSED BOX CULVERT
DENOTES EXCAVATION
IN WETLAND
® PROPOSED PIPE CULVERT
DENOTES TEMPORARY (DASHED LINES DENOTE
FILL IN SURFACE WATER EXISTNG STRUCTURES)
t,~•~ ~ DENOTES MECHANIZED
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SINGLE TREE
FLOW DIRECTION
~_ WOODS LINE
~_ TOP OF BANK
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-~ PROP. RIGHT OF WAY V
ANE
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- - P~ - PROPERTY LINE RIP RAP
- TDE - TEMP. DRAINAGE
EASEMENT RIP RAP ENERGY
OISSIPATOR BASIN
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EASEMENT
- EAB- ~ EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- ~ EXIST. ENDANGERED BUFFER ZONE BUFFER ZONE
PLANT BOUNDARY
- - ~ - - - WATER SURFACE
DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPOR TA TION
YADKIN COUNTY
L E G E N D PROJECT: R-3415
IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK) ROAD TO JUST WEST OF
BOONVILLE
SHEET ~ OF ~ ~ 8/03/04

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DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPORTATION
SITE MAPS YADKIN COUNTY
PROJECT: R-3415
SITES 1 & Z IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK) ROAD TO JUST WEST OF
BOONVILLE
SHEET ~ OF .? ~ 8/03/04
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SITE MAPS N• C. DEPT. OF TRANSPORTATION
YADKIN COUNTY
PROJECT: R-3415
SITES 3 - 5 IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK) ROAD TO JUST WEST OF
BOONVILLE
SHEET ~ OF .~ g 8/03/04

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S ~ ~ ~ ~ YADKIN COUNTY
v PROJECT: R-3415
SITES 6 - 10 IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK) ROAD TO JUST WEST OF
BOONVILLE
SHEET S OF ~ ~ 8/03/04

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PAGE TOTAL: 0.035 I78.
PREVIOUS PAGE TOTAL: o.1eo 100
PROJECT TOTAL: 0.155 ~ppr.

~I~®~ERT~ ®~VNER
NAME AND ADDRESS
PARCEL NO. OWNER'S NAME ADDRESS
LINDBURG SWAIM
~ & 109 PARE CIRLE DRIVE
WIFE ANN SWAIM JONESVII.LE, NC Y861Y
DB 110 PG 211
JAMIE PHII.LIPS
& 2139 NC HWY 67
Il WIFE STEPHANIE PHII,LIPS JONESVILLE, NC 2861Y
DB 155 PG 238
DENNIS HUTTA
IY & Y152 NC HWY 67
WIFE JOAN HUTTA JONESVII.LE, NC Y861Y
DB 37Y PG 352
13 MICKEY P. HOLCOMB Y517 NC HWY 67
DB 115 PG 169 JONESVILLE, NC Y861Y
J.A. WILLIAMS
~ FARMS, INC. 3711 WOODRUFF ROAD
DB ll1 PG 508 JONESNVII,LE, NC Y8612
DB 316 PG 111
TONY MUNCUS
8: 905 DINBINS ROAD
69 WIFE ALYCE MUNCUS LEWISVII.LE, NC 270Y3
DB 138 PG Y93
70 MARIE VESTAL 3901 VESTAL ROAD
DB 218 PG 57 JONESVII,LE, NC 2861Y
JOHN WRENN
77 & 2925 NC HWY 67
WIFE RHONDA WRENN JONESVII,LE, NC 48612
DB 287 PG 308
WALTER SMITH
& 2911 NC HWY 67
78 WIFE NELLIE SMITH JONESVILLE, NC Y8614
DB 287 PG 308
FAITH TABERNACLE CHURCH

79
(C / 0 WII.LIAM A. JONES 3925 GOLF COURSE ROAD

DB 371 PG 310 BOONVII.LE, NC 27011
JOHNNY SHEW
81 8c 3016 NC HWY 67
WIFE BARON SHEW JONESVII.LE, NC 28612
DB 301 PG 177
DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPORTATION
YADKIN COUNTY
PROJECT: R-3415
IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK ROAD) TO JUST WEST OF
BOONVILLE
SHEET ~ OF ..~ ~ 8/03/04

s
PR®PERTY ®WNER
NAME AND ADDRESS
PARCEL NO. OWNER'S NAME ADDRESS
KENNETH VANHOY
~ DB 287 PG b10 3028 NC HWY 67
DB 117 PG 184 JONESVILLE, NC 28612
DB 88 PG 311
KENNETH WHITLOCK
~ & 7687 GRAPEVINE ROAD
WIFE JAMIE WHITLOCK LEWISVII.LE, NC 2702b
DB 412 PG b79
86 THOMAS M. POPLIN 2000 THORTON PLACE
DB b15 PG 473 JONESVII.LE, NC 28642
WALTER BROWN
87 & 1216 HENRY STREET
WIFE JOAN BROWN YADKINVII,LE, NC 27055
DB 236 PG lb7
DALE ~ LYNN ROSE
~ & WOODRUFF RD
FOY DEAN DAMS. BOONVQ,LE,NC 27011
DB 49b PG 88S
JUANITA. BRYANT, ETAL.

90
WB 8 PO b04 4021 gRYANT ROAD
WB 70E PG 18 BOONVII.LE, NC 27011
JAMES KNIGHT
91 & bb41 NC HWY 67
AMY KNIGHT BOONVII.LE, NC 27011
DB 512 PG 167
92 ROY W. REECE O
P
BO% 127
DB 48 PG 20 .
.
BOONVILLE, NC 270ll
LARRY WHITT,
~ JAMES KNIGHT, b541 NC HWY 67
8: AMY KNIGHT BOONVILL& NC 27011
DB 295 PG b78
NANCY C. WOOTEN,
95 BII.LY COLLINS, 718 MAPLEWOOD LN.
8; THOMAS COLLINS, JR STATESVILLE, NC 28625
DB 75 PG 62
~ VAUGHAN BASSETT FURNITURE CO. 403 E. MAIN STREET
DB 415 PG 820 ELKIN, NC 28621
JOHN COLLDYS
98 & 3856 NC HWY 67
WIFE RUTH COLLIN3 BOONVII,LE, NC 27011
DB 62 PG b34
DIVISION OF HIGHWAYS
N. C. DEPT. OF TRANSPORTATION
YADKIN COUNTY
PROJECT: R-3415
IMPROVEMENT OF NC 67 FROM SR 1355
(MESSICK ROAD) TO JUST WEST OF
BOONVILLE
SHEET ~ OF 2 ~ 8/03/04

M
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See Sheet 1-A For Ir>Dex of Sheets
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FROM STA 116+6a ro ZN+aa ~- lT AA 137+aD TO 755+50 k lT ~ ~~/~ ~ " RA 150+59 ~- 355+00 ~- LT EST. w TORS 11
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Z
J
U
Q

N
f
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8' SHOULDER 18' 18'~ 6•
11'/W GR SHOULDER
6' 2' 8' 10' 10' 8' 1' 4' B'
~~ ~ ~ PVD
.08 •.~.: GRADE 2 %: .01 .
ro
!rli n%i
T ~ Dl W U Dl El. T
c+IADE ro 1Na uNE
TYPICAL SECTION N0. 1
STA 14+50 TO STA 47+00 -Ir
STA 253+00 TO STA 161+50 -lr
8' SHOULDER 12'-18' 11'-18'
11'/W GR VAR VAR
6' 2' 2' - 8' 10' 10' 2' - 8' 2'
PVD' YAR ~
YAR PV[
~

.08 GRADE 2 %i
.01 roINT .01

D1 n %i !r'/i
T ~ yy U D1 ~
GRADE TO THIS UNE
TYPICAL SECTION N0. 3
STA 47+00 TO STA 50+00 ~-
STA 98+30 TO STA 106+50 ~-
STA 121+00 TO STA 130+00 -lr
STA 156+00 TO STA 167+00 -lr
5TA 196+50 TO SiA 106+25 -1r
STA 150+00 TO STA 153+00 -L-
.08
~:r

i
~ ~ w/ war ho. 1
PAVEMENT SCHEDULE

C1 PROP. APPROX. 21~" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AV
ERAGE RATE OF 140 LBS. PER 90. YD. IN EACH OF TWO
LAYERS.

CZ PROP. VAR. DEPTH ASPHALT CONCRETE 9URFACE COURSE TYPE BB.SB,
AT AN AVERAG
h
E RATE OF 112 LBS. PEA 90. YD. PEA 1
DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 11~" IN DEPTH.
D~ C
OU
S
E,
RE
~
I
P
X~
A
R
E
T
ED
S
O
Y
D
TYPE
I
B
OB
AT
N AVERAGE RATE
OF
39o
LBS
PE
PROP. VAR. DEPTH ASPHALT CONCRETE INTEAMEOIATE COURSE,
DZ TYPE I19.08, AT AN AVERAGE RATE OF 114 LBS. PER SO. Y0. PEA 1"
DEPTH, TO SE PLACED IN LAYERS NOT LESS THAN 21q" IN DEPTH OR
GREATER THAN 4" IN OEPTH.
PROP. APPROX. 5}¢" ASPHALT CONCRETE BASE COURSE TYPE 825.8,
!
E1 AT AN AVERAGE RATE OF 114 LBS. PER SD. YD. PER 1
' DEPTH. TO
SE PLACED IN LAYERS NOT LE88 THAN 3" IN DEPTH OR GREATER
THAN 51'¢" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.0,
EZ AT AN AVERAGE RATE OF 114 LBS. PEA SD. YD. PER 1" DEPTH. TO
SE PLACED IN LAYER9 NOT LES9 THAN 3" IN DEPTH OR GREATER
THAN 511" IN DEPTH.
PROP. VAR. DEPTH AGGREGATE BASE COURSE.
R1 2' • B" CONCRETE CURB AND GUTTER.
S 4" CONCRETE SIDEWALK.
T EAATN MATERIAL.
V 0" - 4 1~¢" VAR DEPTH MILLING BITUMINOUS PAYEYENT.
w VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
U EXISTING PAVEMENT.
TYPICAL SECTION N0. 2
STA 50+00 TO 5TA 98+30 ~,-
STA 106+50 TO STA 111+00 -L-
STA 130+00 TO 5TA 156+00 -Ir
STA 1b7+00 TO STA 196+50 -L-
STA 206+25 TO 5TA 250+00 -l-

T~
V

e' te' 18'
1' 0'~ e' VAR 10' -18' ~ VAR 10' -18'
5'
Rt ~ ~
.01 .02 IGOI~NiE 2 %i ,01
a u~a n~Y
S T ~ D1 W V U
GRADE TO THIS UNE
TYPICAL SECTION N0. 5
STA 271+30 TO STA 295+70 ~
NOTE: VARIABIF DEPTH hUWNG STA.287+00 TO STA2BB+70 ~
8'
1'
5'
R1
02
I' s 'I ~
i
VAR 18' -17.3' YAR 19.1' -19.8'
Cl ~
~~
EXISTING GROUND ~.. _ ,~ '1/~_D(ISTING _ ~~ _DOS~NG - _ _ _ ,~ EXISTING GROUND
- ' ~ •^~ ~
T U y T
TYPICAL SECTION N0, 6
STA 298+70 TO 5TA 290+OD -4-
ea
PAVEMENT SCHEDULE
C1 S9.58,
ATOA
A
P
T
NC
E
VA
CE
O
~
ny
N AVERAGE R
E OF
140
LB9
PEA
SG
YD
IN
EACH
OF
p
LAYERS.

CZ PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 99 6B,
AT AN AV
5
ERAGE RATE OF 112 LBB. PER 80. YD. PER 1
DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 11+x" IN DEPTH.
D' PROP. APPROX. 31+x" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.08, AT AN AVERAGE RATE OF 399 LBS. PEA SD. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
DZ TYPE I19.08, AT AN AVERAGE RATE OF 114 LBS. PER BD. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2Ld" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
PROP. APPROX. 61~" ASPHALT CONCRETE BASE COURSE TYPE 826.8,
1
E1 AT AN AVERAGE RATE OF 114 L89. PEA 8G. YD. PER 1
` DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 6 " IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B2S.0,
EZ AT AN AVERAGE RATE OF 114 LBS. PER 9G. Y0. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51+x" IN DEPTH.
J 1 PROP. VAR. DEPTH AGGREGATE BASE COURSE.
R1 2' - 8" CONCRETE CURB AND GUTTER.
S 4" CONCRETE SIDEWALK.
T EARTH MATERIAL.
V 0" • 4 1+4" YAR DEPTH MILLING BITUMINOUS PAVEMENT.
w VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
~ EXI8TIN0 PAVEMENT.
TYPICAL SECTION N0. 4
sTA 267+5o TO srA 2n+3o -~

n
=u+
~P
4'
.08
6'
~ X08
1~%
8'
.02 ~ 'E'~ ~ ~' .02
J
11 ~t
D ~
GRADE TO THIS UNE
TYPICAL SECTION N0.7
STA 11+IS TO STA 13+33 -Y-
9'
9'
n %{
C
POINT
v
- GRADE TO THIS LJNE
TYPICAL SECTION N0.8
STA 11+00 TO STA 18+99 -Y3-
Y y T' y
Y crzwE . ~ ~~ • ~ , 5'1
8'
TYPICAL SECTION N0. 9
STA 10+00 TO STA 11+69.61 -01-
• STA 10+00 TO STA 11+54.33 -02-
STA 10+00 TO STA 11+5494 -03-
STA 10+00 TO 5TA 11+63.40 -04-
2' 8' 8' 2' 3'
ee 1 j~ ~2~2 Q
.08
"'14;1
/~
08
~ 4.1 '~:
Cl ~
L---- ~~---- r~
w~dpfnp DMa3 Fa Rrudodrq
4!
txv asr
PAVEMENT SCHEDULE
PROP. APPROX. 21~" ASPHALT CONCRETE SURFACE COURSE, TYPE 39.68,
~~ AT AN AVERAGE RATE OF 140 LBS, PER 30. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COUASEb TYPE 39.58,
CZ DEPTH. TO
R
R
E
I
L
~
BE PLACED
EXCEED
II~" IN
IN
LAYEA9 N0T
TO
DEPTH~
D1 PROP APPROX. 31~" ASPHALT CONCRETE INTERMEDIATE COURSE,
~
TYPE
IIA.OB, A7 AN AVEAASE RATE OF 999 LBS. PER 30. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COUA3E,
OZ TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER SG. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LE99 THAN 21q" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
PRDP. APPROX. 61~" ASPHALT CONCRETE BASE COURSE TYPE B26.B,
h
E1 AT AN AVERAGE RATE OF 114 LBS. PEA SO. YD. PER t
DEPTH. TO
"
BE PLACED IN LAYERS NOT LESS THAN 3
IN QEPTH OR GREATER
THAN 51¢" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.0,
E2 AT AN AVERAGE RATE OF 114 LB3, PEA 9D. YD. PER 1" DEPTH. TO
"
BE PIA~ED IN LAYERB NOT LE88 THAN 3
IN DEPTH OR GREATER
THAN 6 " IN QEPTH.
~ PROP. 8" AGGREGATE BASE COURSE.
R~ 2' - 8" CONCRETE CURS AND GUTTER..
S 4" CONCRETE SIDEWALK.
T EARTH MATERIAL.
V 0" 4 1~" VAR DEPTH MILLING BITUMINOUS PAVEMENT.
W VARIABLE DEPTH ASPHALT PAYEYENT (SEE WEDGING DETAIL]
U EXISTING PAVEMENT.
TYPICAL SECTION N0. 10
STA 10+00 TO STA 12+87.37 -05-
D"1oil5howlnp Method of WM~ina
D.roa sh~,In~ Mdhod o1 w.dplnp

T
BY: DATE:
BY: DATE:
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PROJECT REFERENCE N0: I SHEET NO:
RJ115 3A
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J ..
BY: DATE:
BY: DATE:
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PROJECT REFERENCE NO: SHEET NO:
RJ415 3B
rAA06 M0. rA0![ATT OIINw NAM[ TOTAL ACA[M! AAG TAIRM MIA RIW
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