20090372 Ver 1_Application_20090407

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
March 31, 2009
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
Attn: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
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EUGENE A. C044, JR.
SECRETARY
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W a c it 390-5
Subject: Application for Section 404 Individual Permit & Section 401 Water Quality
Certification for the widening of NC 210 (Murchison Road) from the proposed
Fayetteville Outer Loop to NC 24-87-210 (Bragg Boulevard) in Spring Lake,
Cumberland County. Federal-Aid Project No. STP 210(11), Debit $570 from WBS
36492.1.2, TIP No. U4444.
Please find enclosed the ENG 4345, permit drawings, roadway plans, EEP acceptance letter, United
States Fish and Wildlife Service (USFWS) concurrence letter, and the 4B merger meeting minutes for
the above referenced project proposed by the North Carolina Department of Transportation (NCDOT).
An Environmental Assessment (EA) and a Finding of No Significant Impact (FONSI) were completed for
this project on August 4, 2008, and January 9, 2009, respectively, and distributed shortly thereafter.
Additional copies are available upon request. The NCDOT proposes to widen NC 210 to six lanes and
upgrade the roadway to a,freeway. The total length of the project is 2.57 miles.
Purpose and Need
The purpose of the proposed project is to increase the traffic carrying capacity of NC 210 (Murchison
Road) between the proposed Fayetteville Outer Loop (TIP Project X-2) and NC 24-87 (Bragg Boulevard)
so that this roadway can also accommodate traffic now using NC 24-87 (Bragg Boulevard) through Fort
Bragg, which is to be closed on Fort Bragg for security reasons.
The proposed project will address the following needs:
• Capacity Deficiencies - In 2005, various segments of the project corridor operated at Level of
Service (LOS) C or D; however, by 2030 all segments along Murchison Road will be
overcapacity and operate at an unacceptable LOS F.
• National & Base Security - Closure of Bragg Boulevard to civilian traffic. Following the events
of September 11, 2001, the decision was made to strictly limit public access to Fort Bragg.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS i SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 276994548
?Accideni Reduction - The conversion of Murchison Road to a facility with full control of access
aff is.expecte., to. reduce the number and frequency of accidents on this roadway.
Summary,of Impacts
Waters of the U.S.: Construction of the proposed project will necessitate impacts to jurisdictional waters.
There will be a total of 7.33 acres of permanent riparian wetland impacts, 0.06 acre of permanent non-
riparian wetland impacts and 1,100 linear feet (0.12 acre) of permanent stream impacts for U-4444A. U-
4444B, as currently designed, will have no impacts.
Summary of Mitigation
The pr9p6 sed construction of .U-4444A will impact 7.33 acres of jurisdictional riparian wetlands, 0.06
acre of jurisdictional no'n-riparian wetlands, and 1,100 feet of stream impacts that will require mitigation
within the Cape Fear River Basin. NCDOT will utilize the NC Ecosystem Enhancement Program (EEP)
for satisfying the federal Clean Water Act compensatory mitigation requirements for the unavoidable
impacts to 7.39 acres to wetland and 1,100 linear feet of stream.
Project Schedule
U-4444 has been divided into two sections: A and B. Section A is further broken down into AA and AB.
This will be a phased permit as the designs for Sections AA and AB are final and Section B is
preliminary. U-4444A has a review date of August 4, 2009, and is scheduled to let September 15, 2009.
The project will be available for construction shortly thereafter. Each of the sections is summarized in the
following table (Table 1).
Table 1. Section Schedules
Section Design Stage Let Date
U-4444AA Final September 15, 2009
U-4444AB Final September 15, 2009
U-4444B Preliminary Post Year
NEPA Document Status
An Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) were approved by
the Federal Highway Administration (FHWA) on August 4, 2008 and January 9, 2009, respectively, for
U-4444 and circulated to the appropriate agencies. Additional copies are available upon request. The 4B
meeting was held on December 16, 2008. The Merger Team was notified on February 19, 2009 that there
would not be a 4C meeting due to time constraints.
Independent Utility
The subject project complies with 23 CFR Part 771.111(f), which lists the Federal Highway
Administration (FHWA) characteristics of independent utility of a project:
1) The project connects logical termini and is of sufficient length to address environmental
matters on a broad scope;
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2) The project is usable and a reasonable expenditure, even if no additional transportation
improvements are made in the area;
3) The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
Resource Status
Wetlands and streams within the U4444 Preferred Alternative corridor were delineated between January
and May 2005 using the field delineation method outlined in the 1987 Corps of Engineers Wetland
Delineation Manual. The North Carolina Division of Water Quality's (DWQ) Identification Methods for
the Origins of Intermittent and Perennial Streams was used to make stream determinations. The wetlands
and streams were field verified by Richard Spencer of the US Army Corps of Engineers (USACE) on
May 31, 2005.
Three jurisdictional streams have been identified within the project area of U-4444: Cross Creek and two
unnamed tributaries (UT) to Cross Creek. Descriptions of these streams are in Table 2.
Table 2. Jurisdictional Streams for U-4444A
Permit Site Stream Name Sub-basin Stream Index # Best Usage Classification
2(AA) UT 03-06-15 18-27-(1) WS-IV
3(AB) UT 03-06-15 18-27-(1) WS-IV
4(AB) Cross Creek 03-06-15 18-27-(1) WS-IV
Impacts to Jurisdictional Resources
Impacts to jurisdictional wetlands and surface waters for U-4444 are summarized below in Tables 3 & 4
respectively.
Table 3. Wetland Impacts for U-4444A
Permit Site Station Permanent ac. Temporary ac.
I (AA) -L- 45+20 to 46+80 LT 0.01 0
2(AA) -L- 85+00to 91+25 RT 1.08 0
3(AB) -L- 130+00 to 138+00 RT 5.99 0
4(AB) -Y3RPA- 26+50 to 23+25 0.26 0
5(AB) -L- 147+50 to 149+75 LT 0.05 0
Total 7.39 0
Note: 0.95 acre of additional impacts to riparian wetlands at Site 3 due to a total take.
Table 4. Surface Water Imuacts for U-4444A
Permit Site Name Permanent ft. Temporary ft. Permanent ac. Temporary (ac.)
2(AA) UT 310 0 0.03 0
3(AB) UT 681 0 0.08 0
4(AB) Cross Creek 109 0 0.01 0
Total 1,100 0 0.12 0
Pt ?.
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Permanent Impacts: Proposed permanent impacts for U-4444A include fill, excavation, and
mechanized clearing in wetlands. These impacts are to 6.49 acres of riparian wetlands and 0.06
acre of non-riparian wetlands. Additionally, 0.95 acre of impacts to riparian wetlands will occur at Site
3 due removal of hydrology resulting in a total take. There are 1,100 linear feet (0.12) of stream
impacts for U-4444A from pipe installation.
Temporary Impacts: There are no temporary impacts associated with for U-4444A.
Utility Impacts: There will be no impacts due to utilities for U-4444A.
Protected Species
The United States Fish and Wildlife Service (USFWS) list seven federally protected species for
Cumberland County as of the January 31, 2008 listing (Table 5).
Table 5. Federally Protected Soecies in Cumberland County
Common Name Scientific Name Federal Status Habitat Present Biological Conclusion
American alligator Alligator T (S/A) No N/A
ssissi iensis
nit
Red-cockaded picoides borealis E Yes May Affect, Not Likely
woodpecker to Adversely Affect
Saint Francis' satyr Neonympha

butterfly
mitchellii rancisci E Yes No Effect
American chaffseed Schwalbea E No No Effect
americana
Michaux's sumac Rhus michauxii E Yes No Effect
Pondberry Lindera
melissa olia E Yes No Effect
Rough-leaved Lysimachia

loosestrife
as erulae olia E Yes No Effect
A Biological Assessment (BA) providing Biological Conclusions for the red-cockaded woodpecker
(RCW) was submitted to the USFWS in December 2008. The USFWS responded with concurrence on
January 5, 2009. A copy of the USFWS concurrence letter is included with this application.
Cultural Resources
Archaeology
In a letter dated October 17, 2006 (see Appendix A of the EA), the State Historic Preservation Office
(SHPO) stated previously recorded archaeological sites exist in the project area.
Extensive archaeological surveys have been conducted in the project area on Fort Bragg by or on behalf
of the Fort Bragg Cultural Resource Program (FBCRP). In addition, the Spring Lake portion of the
proposed project is completely urbanized.
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The FBCRP surveys identified three archaeological sites and one isolated find (Sites 31CD957,
31CD960, 31CD1401, and 31CD1491), none of which were recommended as eligible for the National
Register of Historic Places. As a result of consultation with the Office of State Archeology, it was
determined no further archaeological surveys will be necessary for the proposed project unless design
plans changed prior to construction. The SHPO confirmed this finding in a letter dated August 28, 2008
(see Appendix A of the FONSI).
Historic Architecture
The Spring Lake Elementary School (now known as Lillian Black Elementary School) in Spring Lake is
the only building or property within the project area that is either eligible for listing on the National
Register of Historic Places. The project, as currently designed, will not impact this property. There are
expected to be no character changes, though access to the school will be modified. Access to Bragg
Boulevard will be modified at the Lake Avenue intersection with right in and right outs only. Spring
Avenue's eastern access to Bragg Boulevard will be closed. Traffic volumes are likely to increase on
Lake Avenue as it becomes a more important corridor to access commercial facilities. Spring Avenue's
traffic is expected to significantly decrease as it becomes a cul-de-sac. To accommodate increased
commercial traffic, Third Street from its junction with Lake Avenue to the new intersection at
McCormick Road will be upgraded. The portion of Third Street along the front of the school will not be
modified. The SHPO concurred the proposed project will have "no effect" on the Lillian Black
Elementary School. See concurrence letter from the SHPO in Appendix A of the Environmental
Assessment.
Mitigation Options
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; minimization measures were incorporated as part of the project design.
Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the corridor for U-4444.
Using these surveyed features, preliminary designs were adjusted to avoid and/or minimize impacts to
jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional
areas in all of its designs. Many of these strategies have been incorporated into BMP documents that
have been reviewed and approved by the resource agencies and which will be followed throughout
construction. All wetland areas not affected by the project will be protected from unnecessary
encroachment. Individual avoidance and minimization items are as follows:
• Widening into the median and providing only a 22-foot median is proposed in order to minimize
impacts to wetlands, streams and protected species habitat.
• A loop is proposed in the southeast quadrant of the Honeycutt Road interchange in order to avoid
wetlands located in the northeast quadrant of the interchange.
• The 3:1 slopes will be used in jurisdictional areas in order to reduce impacts where practicable.
• The radius of the ramp in the northeast quadrant of the proposed Randolph Street interchange has
been reduced in order to reduce wetland and stream impacts.
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• Between Gruber Road and the railroad grade separation south of Honeycutt Road, the shoulder
width will be reduced to 6 feet (4 feet paved), in order to minimize impacts to red-cockaded
woodpecker foraging habitat, wetlands and streams.
• The power transmission line which crosses Murchison Road at Honeycutt Road will be relocated
into areas to be cleared for project construction so as to minimize impacts to red-cockaded
woodpecker foraging habitat and wetlands.
• Drainage for the southbound lanes of Murchison Road between the railroad grade separation and
Gruber Road will be discharged into a grassed ditch or natural swales on the west side of
Murchsion Road. The ditch or swale will provide treatment for stormwater before it flows into
Little Cross Creek, which is included on the 303(d) list of impaired streams.
• In the vicinity of RCW cavity tree 06542 (located approximately 1,950 feet east of Murchison
Road), the proposed ditch along the north side of Honeycutt Road will be reduced to 8 feet.
• In the vicinity of RCW cavity tree 0777E (located approximately 3,500 feet north of Honeycutt
Road), the proposed ditch along the east side of Murchison Road will be reduced to 12 feet.
Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. The unavoidable impacts to jurisdictional wetlands and streams will be
offset by compensatory mitigation provided by the NC Ecosystem Enhancement Program (EEP). A copy
of the EEP acceptance letter is included with this application.
Indirect and Cumulative Effects
The majority of the proposed project is located on the federally owned and operated Fort Bragg which
negates the possibility of induced growth. The remaining section of the project involves modifying
existing Bragg Boulevard through a heavily developed area of the town of Spring Lake. All areas
immediately adjacent to the project are already developed and it is not expected that there will be
additional development spurred by the project.
It is expected that the cumulative effects of the subject project and the proposed Fayetteville Outer Loop
will be limited to the sum of each project's individual effects. It is not expected that Murchison Road and
the Fayetteville Outer Loop will have a synergistic effect which would increase the overall cumulative
effect beyond each project's direct effects. Little or very limited land use changes are expected along
corridor or on federal military land. Some Fort Bragg property is currently functioning as known RCW
habitat with federal cooperation.
Regulatory Approvals
Section 404 Permit: Application is hereby made for a USACE Individual Section 404 Permit as required
for the above-described activities.
Section 401 Permit: Application is hereby made for a Section 401 Water Quality Certification from the
N. C. Division of Water Quality. Debit WBS 36492.1.2 for the $570 processing fee. Five copies will be
provided to DWQ for approval.
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A copy of this permit application will be posted on the NCDOT website at:
ham://www.ncdot.orWdoh/preconstruct/pe/neu/permit.html.
If you have any questions or need additional information, please contact Chris Underwood at
[e-mail] or [phone].
Sincerely
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis
w/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Kathy Matthews, USEPA
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. Terry Gibson, P.E, Division 6 Engineer
Mr. Jim Rerko, Division 6 Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Ms. Anne Deaton, NCDMF
Mr. Ron Sechler, NMFS
Mr. Jay Mchmis, P.E., PDEA
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Drew Joyner, P.E., Human Environment Unit Head
Mr. Clarence W. Coleman, P.E., FHWA
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 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 22202.4302; and to the Office of Management and Budget,
Paperwork Reduction Project (071D-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. .
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction
over the location of the proposed activity.
PRIVACY ACT STATEMENT
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 be 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.
1. APPLICATION NO. I 2. FIELD OFFICE CODE 13. DATE RECEIVED 4. DATE APPLICATION COMPLETED
5. APPLICANT'S NAME
North Carolina Department of Transportation
Project Development & Environmental Analysis
AGENTS NAME AND TITLE (an agent is not required)
6. APPLICANT'S ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
9. AGENTS ADDRESS
10. AGENTS
a. Residence
b. Business
7. APPLICANT'S PHONE NOS.
a. Residence
b. Business 919-733-3141
CODE
11. STATEMENT OF AUTHORIZATION
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.
APPLICANTS SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
U-4444A (Murchison Road)
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Cross Creek
15. LOCATION OF PROJECT
Cumberland NC
COUNTY STATE
14. PROJECT STREET ADDRESS if applicable)
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) section, Township, Range. Lat/Lon, and/or Accessors's Parcel Number, for example.
NC 210 from Fayetteville to Spring Lake
17. DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)
18. Nature of Activity (Description of project, include all features)
Widening from four to six lanes.
19. Project Purpose (Descbbe the reason or purpose of the project, see instructions)
The closing of Bragg Boulevard facilitated this project.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
The placing of reinforced concrete pipes and roadway fill.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Please see Roadway plans.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
7.33 acres of riparian wetland impacts and 0.06 of non-riparian wetland impacts and 0.12 acre (1100) feet of streams.
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 (If more than can be entered here, please attach a supplemental list).
Please see sheet 2 of in the permit drawing package.
25. List of Other Certifications or Approvals/Denials 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, and 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.
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. Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)

Draft Minutes of the Interagency 30% Hydraulic Design
Review "413" Meeting December 16, 2008
U-4444 A
State Project 3.6492.1.2
F.A. Project STP-210(11)
NC 210 (Murchison Road) From Fayetteville Outer Loop to Butner Rd.
Team Members:
Richard Spencer, USACE (present)
Rob Ridings, NCDENR (present)
Travis Wilson, NCWRC (present)
Gary Jordan, USFWS (present)
Chris Militscher-EPA (present)
Ron Lucas, FHWA (present)
Rachelle Beauregard, NCDOT NEU (present)
Chris Underwood, NCDOT NEU (present)
Participants:
Marshall Clawson, NCDOT Hydraulics
Elizabeth Lusk, NCDOT NEU
Tracy Pittman, NCDOT Division 6
Jim Rerko, NCDOT Division 6
Jay McInnis, NCODT PEDA
Doug Taylor, NCDOT Roadway Design
Davidian Byrd, NCDOT Roadway Design
Brian Eason, Lochner
Steve Browde, Lochner
Shannon Irwin, Wetherill Engineering
Max Price, Wetherill Engineering
A 30% Hydraulic Design "413" Meeting was held on Tuesday, December 16, 2008 in the Board
Room in the NCDOT Highway Building, Raleigh.
Topics Discussed (U4444AA):
In the area between Gruber Road and the railroad overpass the roadway shoulder on the
east side of Murchison Road was reduced from 12 feet to 6 feet in order to provide a 2
foot base ditch that will adequately convey storm water runoff and still avoid and
minimize impacts to the trees on the existing ditch back slopes. This was agreed upon by
the Roadway Design Unit and the Hydraulic Unit in order to avoid using expressway
gutter, which was considered by the Hydraulics Unit to be a safety issue as a result of
potential clogging of inlets if the trees were left in place in this area.
2. Little Cross Creek (stream 1 ER) which is located on the west side of Murchison Road
in the vicinity of Gruber Road is a 303 D listed stream. The last section of Cross Creek
from Blount Street to the Cape Fear River (8+/- miles from the project) was also shown
as a 303 D listed stream in the draft 2008 303(d) list.
As a result of the proximity of the project to Little Cross Creek, a meeting to discuss
possible stormwater management strategies with NCDOT Hydraulics Unit, NCDOT
PDEA, Chris Militscher EPA, and Rob Ridings DWQ was held on November 21, 2008.
During this meeting it was explained that no suitable sites existed in the vicinity of Little
Cross Creek to construct any type of stormwater management basins as a result of
topography, offsite drainage area, and the loss of RCW habitat. It was agreed upon that
Pg. 2
U-4444 12/16/2008
Meeting Minutes
where possible storm drain systems would be designed to discharge runoff from paved
surfaces in such a way as to maximize the grass swale or natural vegetated Swale flow
length before discharging to the stream. This design will result in some non typical storm
drain systems, so it was agreed upon that a comment be added to the "Green Sheets" that
any changes to the storm drain layouts be approved by the Hydraulics Unit. It was also
discussed that where required the use of permanent soil reinforcement matting and
vegetation would be considered to stabilize roadside swales instead of rip rap.
3. An 18 inch cross pipe located just north of Honeycutt Road currently discharges into
Stream 3ER and Wetlands CER and BER. It is proposed that this pipe be replaced with a
30 RCP in order to accommodate any increase in runoff from future development in the
watershed. A rip-rap energy basin with an approximate size of 14 feet long by 10 feet
wide is proposed at the outlet end of the 30 inch pipe in order to obtain a non erosive
velocity into the wetland. This basin will be contained within the area of wetland and
stream impacts that have been calculated and will not result in additional impacts.
Kathy Matthews with EPA inquired as to if the cross pipe could be placed so that it
would not discharge into the wetlands and what was the source of the stormwater
runoff. The cross pipe conveys runoff from and the offsite watershed of stream 3ER and
the elevation differences between the stream and the natural ground outside of the
wetland area would not allow relocation of the cross pipe.
Topics Discussed (U-4444AB):
4. An existing 36 inch cross pipe currently conveys runoff from wetland GTB & FTB on the
west side of Murchison Road to stream 6ER and wetland EER on the east side of
Murchison Road. Stormwater detention occurs upstream of this crossing as a result of an
existing under-sized 15 inch corrugated metal pipe under the rail road fill, and an existing
concrete riser structure and 12 inch corrugated metal pipe under the abandoned railroad
fill upstream of Murchison Road. The proposed replacement for this cross pipe is a 48
inch RCP under Murchison Road and a 54 inch RCP under Loop D. A rip-rap energy
basin with an approximate size of 18.5 feet long by 17 feet wide is proposed at the outlet
end of the 54 inch pipe in order to obtain a non erosive velocity into the wetland. This
basin will be contained within the area of wetland and stream impacts that have been
calculated and will not result in additional impacts.
5. To the west of Murchison Road 3@ 36 inch RCP's are proposed under -Y3Ramp A - in
order to avoid excessive backwater on the State of NC Veteran Affairs Property. The
upstream invert of these pipes will be set at the elevation of the normal water surface of
wetland GTB in order to avoid draining the wetland. A special headwall detail will be
provided that increases the toe wall depth in order to avoid under mining of the cross
pipes.
Pg. 3
U4444 12/16/2008
Meeting Minutes
6. Possible replacement of storm water detention in the area inside of Loop D was
discussed. The flat topography of the wetland and the proposed grade of the loop
however will not allow for adequate storage. It was pointed out by Kathy Matthews that
this area would not be suitable for detention since it would still considered Waters of the
US.
Richard Spencer USACE expressed concerns about the effects that the proposed upsizing
of the existing 15 inch corrugated metal pipe and resultant loss of detention storage
would have on wetland EER downstream of the project. It was agreed upon by the
Merger team and NCDOT Hydraulics Unit that consideration should be given to not
upsizing the pipe in order to retain as much of the existing detention storage as possible.
as long as the headwater on the pipe did not adversely affect the proposed drainage
structures under -Y3- Randolph Street. Based on the poor condition of the existing
metal pipe NCDOT will discuss replacing the existing pipe with a new 15 inch pipe
during the upcoming field inspection.
Meeting Adjouned
STORMWATER MANAGEMENT PLAN
Project: 3.6492.1.2
TIP No. U-4444 A
Cumberland County
2/02/2009
Hydraulics Project Manager: Max Price, P.E. (Wetherell Engineering),
Marshal Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project U-4444A involves widening of existing NC 210 (Murchison Road)
between the proposed Fayetteville Outer Loop (TIP X-2) and NC 24-87 (Bragg
Boulevard) in Spring Lake to six lanes and upgrading the roadway to a freeway. In
addition to the widening, the existing Honeycutt Road intersection will be converted to an
interchange and Randolph Street will be extended to NC 210 and an interchange
constructed. The project drainage system consists of cross pipes, grated inlets with
associated pipe systems, roadway swales, and lateral storm water swales.
ENVIRONMENTAL DESCRIPTION
The project is located in the Cape Fear River Basin and the primary receiving
waters are Little Cross Creek and Cross Creek. The NCDWQ surface water classification
for the receiving waters is Water Supply IV (WS-IV). The projects location is greater
than 5 miles from the water supply critical area. Little Cross Creek is a 303d listed
stream in the 2006 Final North Carolina Water Quality Assessment and Impaired Waters
List. The last section of Cross Creek from Blount Street to the Cape Fear River (8+/-
miles from the project) was also shown as a 303d listed stream in the draft 2008 303d list.
The source of impairment for both streams was biological impairment.
Red-cockaded woodpeckers are present in the project area. The project is located within
two of Fort Bragg's habitat management units. Eight foraging partitions exist in the
project area or within one half mile of the project area.
Table 1 and Table 2 below identify the jurisdictional streams impacted by the project.
Table 1. List of Stream Crossings in Project U-4444AA
Stream Station Stream Name Stream Proposed Structure
ype
-L- 38+00 to N/A Parallels
IER Little Cross Creek Perennial
45+00 Lt. Project
-L- 43+00 to UT Little Cross
2ER
45+25.00 Lt.
Creek Perennial 2@ 30" RCP
-L- 87+00 to 30" RCP w/ Rip
3ER 89+00 Rt
. UT Cross Creek Perennial Rapped Energy
Dissipater
-L- 87+90 to
1 IER
88+75 Rt. UT Cross Creek intermittent N/A
Table 2. List of Stream Crossings in Project U-4444AB
Stream Station Stream Name Stream Proposed Structure
ype
-L- 135+00 to
6ER Cross Creek Perennial 54" RCP
137+00 Rt.
-L- 135+00 to
8ER UT Cross Creek Intermittent N/A
137+00 Rt.
-L- 135+00 to
9ER UT Cross Creek Perennial N/A
137+00 Rt.
-L- 87+90 to
I OER
88+75 Rt. UT Cross Creek Intermittent N/A
-Y3RPAA-
6TB
11+60 Rt. & Lt. Cross Creek Intermittent 3@ 36" RCP
-L- 135+65 to
7TB UT Cross Creek Intermittent 48" RCP
136+25 Lt.
Table 3 and Table 4 below identify the wetland sites that will be impacted by the
proposed project. Wetland impacts have been minimized by keeping roadway fill slopes
at 3:1 and by the realignment of-Y3 Ramp D- at the Randolph Street Interchange.
Table 3. List of Jurisdictional Wetlands in Project U-4444AA
Stream Station Type of Impact Minimization of Impact
IER -L- 45+20 to Mechanized Clearing 2:1 Fill Slopes were used in this area
46+80 Lt. as a result of low fill height
-L- 85+00 to Permanent Fill in 3:1 Fill Slopes, Rip-Rap Energy
BER 91+25 Rt Wetlands, Dissipator and break in pipe slope to
. Mechanized Clearing reduce outlet velocity
-L- 85+00 to Permanent Fill in 3:1 Fill Slopes, Rip-Rap Energy
CER 91+25 Rt Wetlands, Dissipater and break in pipe slope to
. Mechanized Clearing reduce outlet velocity
Table 4. List of Jurisdictional Wetlands in Project U-4444AB
Stream Station Type of Impact Minimization of Impact
Permanent Fill, 3:1 Fill Slopes,
EER -L- 130+00 to Excavation, Realignment of-Y3RPD-, Rip-Rap
138+00 Rt. Mechanized Energy Dissipater and break in pipe
Clearing slope to reduce outlet velocity
-Y3RPA-
FTB 23+40 to Permanent Fill N/A
26+00
HER -L- 147+50 to Permanent Fill N/A
149+75 Lt.
-Y3RPA- 3 @ 36 RCP upstream inverts will be
GTB 14723+40 to No Impact set at the elevation of the normal
26+50 Rt. water surface of wetland GTB to
avoid draining the wetland

BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation
of the states-surface waters by the location, construction and operation of the highway
system. The BMPs are activities, practices and procedures taken to prevent or reduce
stormwater pollution. The BMPs and measures that will be used on this project to reduce
stormwater impacts are preformed scour holes and rip rap energy dissipaters to diffuse
velocities from storm systems that drain into the wetlands or the jurisdictional streams.
Upsizing of existing cross pipes that were under sized will also aid in reducing outlet
velocities. Where possible new storm drain systems were designed to discharge runoff
from paved surfaces in such a way as to maximize the grass swale or natural vegetated
swale flow length before discharging into streams or wetlands.

March 23, 2009
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
U-4444A, NC 210 (Murchison Road) from the Fayetteville Outer Loop
(X-0002) to Butner Road, Cumberland County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the stream, riparian wetland and nonriparian wetland mitigation for the
subject project. Based on the information supplied by you dated March 17, 2009, the impacts are
located in CU 03030004 of the Cape Fear River Basin in the Southern Inner Coastal Plain (SICP)
Eco-Region, and are as follows:
Stream (warm): 1,100 feet
Riparian Wetland: 7.33 acres
Nonriparian Wetland: 0.06 acre
This mitigation acceptance letter replaces the mitigation acceptance letter issued on
February 24, 2009. EEP commits to implementing sufficient compensatory stream, riparian
wetland, and nonriparian wetland mitigation credits to offset the impacts associated with this
project by the end of the MOA Year in which this project is permitted, in accordance with
Section X of the Amendment No. 2 to the Memorandum of Agreement between the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007. If the
above referenced wetland impact amounts are revised, then this mitigation acceptance letter will
no longer be valid and a new mitigation acceptance letter will be required from EEP.
Mr. Thorpe
March 23, 2009
TIP U-4444A
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
?SC,Ou..? IXUv
William . Gilmore, P.E. V
EEP Director
cc: Mr. Richard Spencer, USACE - Wilmington Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: U-4444A Revised
Xmbri;tg... EhkNwiRg... Prot"' Obw Jm&
®at
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919.715-0476 / www.nceep.net
N Mr
g`
W
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a
? a
0
'4qR H 3 I0?
United States Department of the Interior
HSII AND W11,I)EIFE SERVICE
Raleigh Field Office
Pori Officc Box 33726
kalei_h. North Carolina 27636-:7-26
January 5, 2009
C;regory J. Thorpe, Ph.D.
Nonh Carolina Department of Transportation
Project Development and Environmental Analysis
1598 Mail Service Center
kaleieh. North Carolina 27699-1598
Dear Dr. Thorpe:
Phis letter is in response to your letter of December 31, 2008 and attached Biological
Assessment, which provided the U.S. Fish and Wildlife Service (Service) with the biological
detenmination of the North Carolina Department of Transporlation (NCDOT) that the widening
of NC 210 (Murchison Road) between the proposed Fayetteville Outer Loop and NC 24-87
(Bragg Boulevard) in Spring Lane to six lanes (Cumberland County, TIP No. U-4444) may
affect, but is not likely to adversely affect the federally endangered rcd-cockaded woodpecker
(Ficoides borealis, RCW). These comments are provided in accordance with section 7 of the
I ndan,cred Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
According to information provided, the widening of Murchison Road and the associated Progress
k.nergy power line relocation will remove foraging habitat associated with four existing RCIV
partitions (FB 165, 207, 264 and 375). The road widening will remove a total of 24.18 acres of
to aging habitat, and the power line relocation will remove a total of o.84 acre of foraging
habitat. Counting suitable and potentially suitable foraging habitat, all four RCW partitions will
still meet the Standard for Managed Stability guidelines post-project; therefore, no take will
occur. No RC'W cavity trees will be removed, although the project will occur within 200 feet of
four cavity trees (I active, I possibly active, 1 inactive and I relic).
Based on the information provided and other available information, the Service concurs with
your determination that the proposed project may affect, but is not likely to adversely affect the
RCW. We believe that the requirements of section 7(a)(2) of the ESA have been satisfied for
this species. We remind you that obligations under section 7 consultation must be reconsidered
i E ( I) new infonnation reveals impacts of this identified action that may affect Iisied species or
critical habitat in a manner not previously considered in this review; (2) this action is
subsequently modified in a manner that was not considered in this review; or (3) a new species is
listed or critical habitat determined that may be affected by this identified action.
The Service appreciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
r?.
Pete Benjamin
Field Supervisor
cc: Richard Spencer, USACE, Wilmington, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
John Sullivan, FHWA, Raleigh, NC
David Harris, NCDOT, Raleigh, NC
O -,
SITE
SEE INSET
BELOW i
CUMBERLAND COUNTY
----- -- -- -
4n l ? i lil i 1 r• - l ? 1 tAj? ~ ?
?,y1 1 R r 4 = P ?? ? A ? P a 1 v? C 1
Y
?VICINITY MAP
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
WETLAND //STREAM PROJECT: 36492.1.2 (U-4444A)
IMPACTS NC 210 (MURCHISON ROAD)
FROM FAYETTEVILLE OUTER
VICINITY MAP LOOP TO BUTNER ROAD
SHEET OF 01/20/09
pomt ch'at D ? awi of
sl
PROPERTY
NAMES AND
PARCEL NO. NAMES OWNERS
ADDRESSES
ADDRESSES
FORT BRAGG
1
MILITARY RESERVATION
2 STATE OF NC
VETERAN AFFAIRS
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
PROJECT: 36492.1.2 (U-4444A)
NC 210 (MURCHISON ROAD) FROM
FAYETTEVILLE OUTER LOOP
TO BUTNER ROAD
SHEET OF 01/20/09
Pem,A Sheet Drawing
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