20052159 Ver 1_Complete File_20060112

NC 22 and SR 1843 Relocation, Permit Application Corre...
Subject: NC 22 and SR 1843 Relocation, Permit Application Corrections
From: "Cindy Carr" <[e-mail]>
Date: Thu, 12 Jan 2006 15:50:07 -0500
To: <rchard:k.spencerC~saw02.usace.army.mil>, "Brian Wrenn"
<brian.wrennC ncmail.net>
Richard and Brian,
Our roadway project manager has been coordinating with the utility providers
potentially affected by the relocation of NC 22 and SR 1843 at the Moore County
Airport. I say potentially because several of the utility representatives have stated that
they do not anticipate needing to .relocate their services, but will not give a written
commitment to that affect "just in case" they decide later to move their lines.
However, all of the utility representatives have stated that if they need to relocate
services they will be replaced within the new roadway right-of--way and will not impact
any wetland areas outside of the roadway impact areas.
I've attached our file documentation for this. Please let me know if this is not
sufficient documentation concerning potential utility relocation impacts.
I have also attached revised design sheets for the following:
Plan Sheet 7: shows the drainage retention basin moved outside the wetland
boundary and hand clearing noted.
Permit Drawing Sheet 6
Permit Drawing Sheet 7
Permit Drawing Sheet 12
A revised impact table is also attached. In addition, the construction specifications will
include the stipulation for hand clearing with no grubbing allowed in wetland areas
where temporary drainage easements (TDE) are located.
Please let me know if there are any other questions, clarifications, or changes needed.
«NC22_Utility_Relocation_Letter_To_File.doc»
«Impacts_Summary Table.pdf» «PermitDwg_Sheet6.pdf»
«PermitDwg_Sheet7.pdf» «PermitDwg_Sheetl2.pdf»
«PlanSheet7_Revised.pdf»
Cindy Carr
Natural Resources Project Manager
1 of 2 1/13/2006 9:00 AM

NC 22 and SR 1843 Relocation, Permit Application Corre...
Mulkey Engineers & Consultants
6750 Tryon Rd.
Cary, NC 27511
919-858-1871 -direct
919-851-1918 -fax
What's the most talked-about project we've undertaken recently? Visit
www.mulkeyinc.com to find out.
From: Johnny Banks
Sent: Monday, January 09, 2006 2:17 PM
To: Cindy Carr
Subject: NC 22 Utility Relocation Letter to File
Johnny Banks
Project Manager
Mulkey Engineers & Consultants
6750 Tryon Road
Cary, NC 27511
919-858-1844 -Direct
919-851-1918 -Fax
919-851-1912 -Main
What's the most talked-about project we've undertaken recently?
Visit www.mulkeyinc.com to find out.
2 of 2 1/13/2006 9:00 AM

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Individual Permit Application Submittal, NC 22 Relocati...
Subject: Individual Permit Application Submittal, NC 22 Relocation Project at
Moore County Airport
From: "Cindy Carr" <ccarrC mulkeyinc.com>
Date: Sun, 11 Dec 2005 15:52:25 -0500
To: "Brian Wrenn" <[e-mail]>
Brian,
I have been working with Ken Averitte of the DWQ Fayetteville office for the past 1.5
years on an airport safety project in Moore County. The Moore County Airport
Authority has received grant funding from the FAA to relocate the intersection of NC
22 and SR 1843 (Airport Road) from its current location where it violates several safety
zones. I submitted an Individual Permit application package last week to your office
(to the attention of John Hennessy) but I understand you handle permits for DOT
Division 6. This is not a DOT project, has no DOT funding, but the roadway design
required DOT review to ensure all design components meet DOT roadway standards.
I'd like to schedule a meeting with you to talk with about the permit application.
Would you please let me know your ftrst available appointment? You can call me at
the direct phone number listed below or by reply email.
Thanks.
Cindy Carr
Natural Resources Project Manager
Mulkey Engineers & Consultants
6750 Tryon Rd.
Cary, NC 27511
919-858-1871 -direct
919-851-1918 -fax
What's the most talked-about project we've undertaken recently? Visit
www.mulkeyinc.com to find out.
1 of 1 12/ 12/2005 10:49 AM

Individual Permit Application Submittal, NC 22 Relocati...
Subject: Individual Permit Application Submittal, NC 22 Relocation Project at
Moore County Airport
From: "Cindy Carr" <[e-mail]
Date: Sun, 11 Dec 2005 15:52:25 -0500
To: "Brian Wrenn" <[e-mail]>
Brian,
I have been working with Ken Averitte of the DWQ Fayetteville office for the past 1.5
years on an airport safety project in Moore County. The Moore County Airport
Authority has received grant funding from the FAA to relocate the intersection of NC
22 and SR 1843 (Airport Road) from its current location where it violates several safety
zones. I submitted an Individual Permit application package last week to your office
(to the attention of John Hennessy) but I understand you handle permits for DOT
Division 6. -This is not a DOT project, has no DOT funding, but the roadway design
required DOT review to ensure all design components meet DOT roadway standards.
I'd like to schedule a meeting with you to talk with about the permit application.
Would you please let me know your first available appointment? You can call me at
the direct phone number listed below or by reply email.
Thanks.
Cindy Carr
Natural Resources Project Manager
Mulkey Engineers & Consultants
6750 Tryon Rd.
Cary, NC 27511
919-858-1871 -direct
919-851-1918 -fax
What's the most talked-about project we've undertaken recently? Visit
www.mulkeyinc.com to find out.
1 of 1 ~ 12/22/2005 2:10 PM

FEB 1 5 Ztiu`ri
The Wilmington District, Corps of Engineers (Corps) has received an application from Moore
County Airport Authority seeking Department of the Army authorization to impact 1.87 acres
of jurisdictional wetlands and 420 linear feet of stream channel associated with relocation
and realignment of NC 22 and SR 1843 (Airport Road) at the Moore County Airport
facility in Moore County, North Carolina.
Issue Date: February 10, 2006
Comment Deadline: March 13. 2006
Corps Action ID #: 200300998
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at www.saw.usace.army.mil/wetlands
Applicant:
AGENT (if applicable):
Authority
PUBLIC NOTICE ~,ETLANDSAND ST EORMWATER BFtFWCH
Moore County Airport Authority
P.O. Drawer 5809
Pinehurst, NC 28374
Mulkey, Inc.
6750 Tryon Road
Cary, NC 27511
The Corps will evaluate this application and render a decision whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures under Section 404 of the
Clean Water Act (33 U.S.C. 1344)
Location
The proposed roadway realignment project is located north of Southern Pines, south of Carthage,
and southwest of the existing Moore County Airport facility in Moore County, North Carolina.
The proposed project is located in adjacent wetlands and unnamed tributaries that are
hydrologically connected to Juniper Branch or Mills Creek, which drains to Nicks Creek, Little
River and then to the Cape Fear River, a navigable waterway. The project is more specifically
located at Latitude 35.2309 N and Longitude 79.3971 W.

:'
Existing Site Conditions
The project is located within the Cape Fear River subbasin 03-06-14 and USGS 8-digit
hydrological unit 03030004. The Biotic resources surrounding the project area are indicative of
moderately developed urban communities. Land use in the area is characterized by low density
residential; small commercial development; and large tracts of undeveloped forested land, some
of which is managed for timber production. The dominant communities in the area consist of
palustrine saturated forest, fallow/open fields; mixed hardwood-pine forest; and man-dominated
areas.
A disturbed palustrine needle-leaved evergreen saturated forest wetland area is located to the
southeast of the SR 1843 and NC 22 intersection. The site is forested with young loblolly pine
(Pinus taeda) with an understory of alder (Alnus serrulata), eastern false-willow (Baccharis
halimifolia), and southern bayberry (Myrica cerifera). Herbaceous species include bluestems
(Andropogon spp.), slender rush (Juncus tenuis), northern dewberry (Rhus flagellaris), netted
chain-fern (Woodwardia areolata), and beak rushes (Rhynchospora spp.). An unnamed tributary
to Mill Creek originates in this wetland system and drains in a southerly direction to Warrior
Lake, an impoundment on Mill Creek.
An old pond site is located opposite the entrance to Warrior Woods on NC 22. This area is
dominated by tulip popular (Liriodendron tulipifera) with an open understory of red maple (Ater
rubrum) and sweetbay (Magnolia virginiana) with cinnamon fern (Osmunda cinnamomea)
dominanting the herbaceous layer.
A pulustrine needle-leaved evergreen saturated forest and abroad-leaved deciduous saturated
forest wetland, which are part of a larger wetland system, are located to the west of NC 22 and
the Moore County Airport. An unnamed tributary to Juniper Branch originates in this wetland
system and drains westerly to Juniper Branch. This wetland is dominated by pond pine (Pinus
serotina) and tulip popular with a dense understory of red maple, titi (Cyrilla racemiflora),
fetterbush (Lyonia lucida), sweetbay, red chockeberry (Sorbus abrutifolia), and laurel-leaved
greenbrier (Smilax laurifolia).
The project corridor southwest of the existing SR 1843 and NC 22 intersection is mostly
residential development and agricultural land. The Sandhills Community College is located just
west of this area. The overstory consists mainly ofsecond-growth longleaf pine (Pinus
palustris) and a few scattered loblolly pines, with Scrub oaks (Quercus spp.), loblolly pine and
long-leaf pine saplings occurring in the understory. Manicured lawns and an open field are also
located within this area.
The project corridor northwest of the existing SR 1843 and NC 22 intersection is private land
with second-growth long-leaf pine and an understory of blackjack oaks (Q. marilandica) and
turkey oaks (Q. laevis) with a sparse ground cover of Carolina wiregrass (Aristida stricta).
Depressions draining the upland area is covered with an overstory of pond pine and a dense
understory of fetterbush, sweet gallberry (Ilex coriacea), laurel-leaved greenbrier and switch
cane (Arundinaria tecta). Residential mobile homes. Three small man-made ponds, fallow fields
and a portion of the Forest Creek Golf Club are also found in this quadrant of the intersection.
2

Warrior Woods residential community and the Carolina Golf Community are located southeast
of the SR 1843 and NC 22 intersection. Forested areas have an overstory of longleaf pine and a
moderate to dense understory of turkey oak with a Carolina wiregrass ground cover.
Applicant's Stated Purpose
The purpose of the proposed roadway realignment is to bring the Moore County Airport into
compliance with the current Federal Aviation Administration's (FAA) safety criteria, improving
safety for aviation and vehicular traffic in the airport vicinity. A full description of the FAA
regulations governing airport safety standards including FAA Advisory Circular 150/5300-13,
"Airport Design " (Airport Design AC); Federal Aviation Regulations (FAR) Part 77, "Objects
Affecting Navigable Airspace; "and "United States Standards for Terminal Instrument
Procedures " (TERPS) can be found in an Environmental Assessment (EA) prepared for this
project dated December 3, 1999 or at the FAA Web Site, www.faa~Lov/regulations polices . A
copy of FAA's Environmental Assessment can be viewed at the Moore County Airport Office
or the U.S. Army Corps of Engineers Wilmington Field Office At present, there is a public
safety concern for aviation and vehicular traffic due to the close proximity of the intersection to
the end of the runway. In the area of the intersection, both roads currently violate the FAA
clearance requirements for the runway safety area and runway object free area and NC 22
violates the inner-approach obstacle free zone.
Project Description
The project would involve the relocation of the intersection of NC highway 22 and SR 1843
(Airport Road). The relocation will also require that a new entrance roadway to the airport
facility be constructed on new alignment. The project proposes to permanently impact 1.46 acres
of jurisdictional forested wetlands and 0.05 acre of an open water pond. In addition, 0.41 acre of
forested wetlands will be mechanically cleared for permanent drainage easements and 4201inear
feet of intermittent stream channel will be impacted by the proposed project.
The applicant proposes to mitigate for the unavoidable impacts to the wetlands and stream
channels by utilizing the North Carolina Ecosystem Enhancement program (NCEEP). In a letter
dated July 7, 2005, The NCEEP indicated that they would accept responsibility for providing
wetland and stream channel mitigation up to a 2:1 ratio.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice in the NCDWQ Central Office in Raleigh serves as application to the NCDWQ
for certification. A waiver will be deemed to occur if the NCDWQ fails to act on this request for
certification within sixty days of the date of the receipt of this notice in the NCDWQ Central
Office. Additional information regarding the Clean Water Act certification may be reviewed at
3

the NCDWQ Central Office, 401 Transportation Permitting Unit, 2321 Crabtree Boulevard,
Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the
application for certification under Section 401 of the Clean Water Act should do so in writing
delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail Service Center,
Raleigh, North Carolina 27699-1650 Attention: Mr. John Hennessy by March 13, 2006.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic Places
and is not aware that any registered properties, or properties listed as being eligible for inclusion
therein are located within the project area or will be affected by the proposed work. Presently,
unknown archeological, scientific, prehistoric, or historical data may be located within the
project area and/or could be affected by the proposed work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the applicant and
consulted the latest North Carolina Natural Heritage Database. Based on available information,
the Corps has determined pursuant to the Endangered Species Act of 1973 (ESA), that the
proposed project may affect federally listed endangered or threatened species or their formally
designated critical habitat. A Biological assessment (BA), dated March 17, 2005, was prepared
for this project and reviewed by the U.S. Fish and Wildlife Service (USFWS) under the
provisions of Section 7 of the Endangered Species Act (ESA) of 1973, as amended. The BA
document addressed potential impacts from the proposed project construction on the following
federally-listed species for Moore County: red-cockaded woodpecker (RCW) (Picoides
borealis); bald eagle (Haliaeetus leucocephalus); Cape Fear Shiner (Notropis mekistocholas);
Saint Francis' satyr (Neonympha mitchellii francisci); American Chaffseed (Schwalbea
Americana); rough-leaved loosestrife (Lysimachia asperulifolia); and Michaux's sumac (Rhus
michauxii). In a letter dated September 2, 2005 the USFWS concurred with the determination
that the proposed project will affect, but is not likely to adversely affect the RCW and will have
no effect on the other federally-listed species for Moore County.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The
benefit that reasonably maybe expected to accrue from the proposal must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
4

impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidate State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received
by the Corps of Engineers, Wilmington District, until Spm, March 13, 2006. Comments should
be submitted to Mr. Richard K. Spencer, Wilmington Regulatory Field Office, P.O. Box 1890,
Wilmington, North Carolina 28402-1890.

' APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
~~ (33 CFR 325J Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time fior 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 DeparEment of Defense, Washington Headquarters Service D"erectorate of Information
Operations and Reports, 1275 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0740-0003), Washington, DC 20503. Responderrts should be aware that notwithstanding any other provision of law,
rw 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 ofi those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection ,Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: information provided on this form will be used in evaluating the application fior 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 infiormation is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of origins! drawings or good reproducible copies which show the location and character ofi the proposed activity must be attached to this
application {see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction aver the location of the propased
activity. An application that is not completed in full will be returned. r.rr..~~....~~
1. APPLICATION N0. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
~~--~~~ ~g DEC a,_5 2uu5
irreew~ DL/ ll1A/ r~ srlyd111lii/1f1'r,,,iuT.,. ,1~4Jd*A1~~,I
5. APPLICANT'S NAME Eli: IUIE AND TITLE !an anent is not reavvedl
Moore County Airport Authority Cindy S. Carr, Senior Scientist
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
P.O. Drawer 5809 Mulkey, Inc.
Pinehurst, NC 28374 6750 Tryon Road, Cary, NC 27511
7.. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE '
a. Residence Mr. Ron Maness a. Residence MS. Cindy Carr
b. Business (910) 6 9 2 - 3 212 ~ b. Business .:
. [phone]
' • STATEMENT OF AUTHORIZATION
hereby authorize, See Authorization Letter to act in my behalf as my agent in the processing of this application and to
tumish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE fseeiruirucaoru.
Relocation of NC22 and SR 1843 Intersection and Roadway Realignment
13. NAME OF WATERBODY. IF KNOWN /HanrJ;r»t,lwl i 14. PROJECT STREET ADDRESS !.fapp~tcab~el
Juniper Branch UT, Mills Creek UT ( n/a
i5. LOCATION OF PROJECT
Moore North Carolina
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, tsee insuualonsl
New location roadway site is located west & south of existing Moore County Airport facility.
17. DIRECTIONS 70 THE SITE
From Raleigh, NC: Travel US1 south to Exit 2 (Midland Road). Turn right off exit ramp,
travel approx. 350 feet and turn right onto NC 22 north. Follow NC 22 north for approx. 3
miles to the intersection of SR 1843 (Airport Road) at the Moore County Airport facility.
G FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR)

, 1~} Nature of Activity (Description at profed, include au teaturesl
Relocation of roadway intersection for NC 22 and .SR 1843 and associated new alignment for
both roads. Construction requires placement of culverts and fill material into
jurisdictional resources to provide roadway crossings. See attached cover letter, permit
drawings; and plan sheets for more information.
19. Project Purpose fDescrB~e the reason or purpose of the protect, see insGueSores!
The existing NC 22/SR 1843 intersection & roadway alignments violate several FAA safety
regulations. Compliance with FAA guidelines for runway safety zones requires moving the
intersection further west & requires realigning both roads to comply with NCDOT standards.
USE BLOCKS 20-22 IF DREDGED ANDIOR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Culvert construction at roadway crossings of wetlands ~ streams requires placement of fill
materials. Sediment & erosion control.measures requires excavation in wetland areas. See
attached cover letter, permit drawings;~arid=`plan sheets for more information.
21. Types} of Material Being Discharged and the Amount of Each 7we in Cubic Yards
See attached cover letter, permit drawings, and plan sheets.
22. Surface Area in Acres of Wetlands or Other Waters Filled lsee instrvctions)
See attached cover letter, impact summary table, permit drawings, and plan sheets.
23. Ls Any Portion of the Work Already Complete? Yes ~ No x IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Ad}'oining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See Figure 10 and Table 1 (attached to cover letter).
25. List of Other Certifications or Approvals/Denials Received from ocher Federal, State or Local Agencies for Work Described in This Application.
AC,FNCY TYPF APARr]VAI • IIIFNTIC7t^6TIr1N All I~ARCR F1wTC wDD11Cn nATG wooonvrn nwrr nrwurn
`Would mdude 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 dertake the work d~es~criebed~ herein or am acting as the
duty authorized agen of the applicant~.// ~ ~~~N!/ v
~2 ~ ~hoh. ~~ yr/ l~ -~ -v ~
GNATURE OF APPLI NT DATE SIGNATURE 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.
NC DLR Sed.tx Erosion Moore-2005-008 7/18/05 8/19/05 N/A
USAGE NWP 12 Action ID 200200731 Unknown ,5/28/02 N/A
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. '

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Relocation of NC 22 And SR 1843
Intersection & Roadway Realignment
Moore County, NC
PROJECT VICINITY
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1• ,~ ~ N1AT~ Michael F. Easley, Governor
`o~O RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Uj ~ Alan W. Klimek, P.E. Director
~ „~ Division of Water Quality
March 31, 2006
Mr. Ron Maness
Moore County Airport Authority
PO Drawer 5809
Pinehurst, North Carolina, 28374
Dear Mr. Maness:
Subject: 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act
for the Proposed Relocation of the NC 22 and SR 1843 (Airport Road) Intersection and
Realignment of NC 22 and SR 1843 in Moore County.
Individual WQC No. WQ0003565
Attached hereto is a copy of Certification No. WQ0003565 issued to the Moore County Airport
Authority dated March 34, 2006. This certification authorizes 2.69 acres of permanent wetland impacts
and 4201inear feet of permanent stream impacts.
If we can be of further assistance, do not hesitate to contact us.
Sin
-
Alan .Klimek, P.E.
Director
Attachments
cc: Richard Spencer, Army Corps of Engineers Wilmington Regulatory Field Office
Ken Averitte, DWQ Fayetteville Regional Office
Travis Wilson, NC Wildlife Resources Commission
Gary Jordan, US Fish and Wildlife Services
Chris Militscher, US EPA
Central Files
File Copy
Nose Carolina
Transportation Permitting Unit ~tlfCQ~~I,~
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: http://h2o.enr.state:nc.us/ncwetlands
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APPROVAL OF-401 Water Quality Certification and Additional Conditions
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, Section .0500, and 15 NCAC 2B .0259. This certification authorizes the
Permittee to place permanent fill material, mechanically clear, and hand clear 2.69 acres of wetlands and
to place permanent fill material, culverts, and piping in 4201inear feet of streams in Moore County. The
project shall be constructed pursuant to the application dated December 2, 2005 (received December 5,
2005 and revised January 12, 2006), to relocate the intersection of NC 22 and SR 1843 and to realign NC
22 and SR 1843 from just south of Warrior Woods Drive to just north of Russet Court. The approved
design is that submitted in your application dated December 2, 2005 and revised January 12, 2006. The
authorized impacts are as described below:
Table 1. Wetland Impacts in the Cape Fear River Basin
Site Permanent Fill
- (acres) Mechanized
Clearin (acres) Hand Clearing
(acres) Total Wetland
Im acts (acres)
1 0.951 0.317 0.308 1.58
2 0.122 0.000 0.260 0.38
3 0.244 0.029 0.131 0.40
4 0.088 0.036 0.000 0.12
5 0.056 0.031 0.120 0.21
Total 1.46 0.41 0.82 2.69
Total Wetland Impact for Project: 2.69 acres.
Table 2. Stream Impacts in the Cape Fear River Basin
Site Permanent Fill in Intermittent
Stream (linear ft.) Total Stream Impacts
(linear feet) Mitigation Required
(linear feet)
1 175 175 0
5 245 245 0
Total 420 420 0
Total Stream Impact for Project: 4201inear feet.
The application provides adequate assurance that the discharge of fll material into the waters of the Cape
Fear River Basin in conjunction with the proposed development wil~' not result in a violation of applicable
Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that
this activity will not violate the applicable portions of Sections 301, 302; 303, 306, 307 of PL 92-500 and
PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application, as described
in the Public Notice. Should your project change, you are required to notify the DWQ and submit a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts,
or stream impacts, for this project (now or in the future) exceed one acre or 1501inear feet, respectively,
additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6)-and (7).
For this approval to remain valid, you are required to comply with all the conditions listed below. In

r ~~
addition, you should obtain all other federal, state or local permits before proceeding with your project
including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge-and
Water Supply watershed regulations. This Certification shall expire on the same day as the expiration
date of the corresponding Corps of Engineers Permit.
Condition(s) of Certification:
Project Specific Conditions of Certification:
1. Compensatory mitigation-for impacts to 1.87 acres of non-riverine wetlands is required. We
understand that you have chosen to perform compensatory mitigation for impacts to wetlands
through the North Carolina Ecosystem Enhancement Program (EEP), and that the EEP has
agreed to implement the mitigation for the project. EEP has indicated in a letter dated March
27, 2006 that they will assume responsibility for satisfying the federal Clean Water Act
compensatory mitigation requirements for the above-referenced project, in accordance with the
Tri-Party MOA signed on July 22, 2003 and the Dual-Party MOA signed on April 12, 2004.
2. For projects impacting waters classified by the NC Environmental Management Commission as
Trout (Tr), High Quality Waters (HQW), or Water Supply I or II (WS-I, WS-II) stormwater
shall be directed to vegetated buffer areas, grass-lined ditches or other means appropriate to the
site for the purpose of pre-treating storm water runoff prior to discharging directly into streams.
Mowing of existing vegetated buffers is strongly discouraged: Mill Creek (Site 5) is classified
as WS-III; B; HQW waters of the State.
The Permittee shall use Design Standards in Sensitive Watersheds [15A NCAC 4B.0124(a)-
(e)]. Temporary cover (wheat, millet, or similar annual grain) or permanent herbaceous cover
should be planted on all bare soil within fifteen (15) days of ground disturbing activities to
provide long-term erosion control. Erosion control matting should be used in conjunction with
appropriate seeding on disturbed soils in steep slope and riparian areas. Matting should be
secured in place with staples or wherever possible, lives stakes of native trees. Straw mulch and
tall fescue should not be used in riparian areas.
4. Two copies of the final construction drawings shall pe furnished to NCDWQ Central Office
prior to the pre-construction meeting. The Permittee;-shall provide written verification that the
final construction drawings comply with the permit drawings contained in the application dated
December 2, 2005 (dated received December 5, 2005 acid revised January 12, 2006). Any
deviations from the approved drawings are not authorized unless approved by the NC Division
of Water Quality.
General Conditions of Certification:
5. The dimension, pattern and profile of the stream above and below the crossing should not be
modified. Disturbed floodplains and streams should be restored to natural geomorphic
conditions.
6. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:

,, ~
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation,'and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
7. Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practical. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, they shall be removed and the natural grade restored upon
completion of tie project.
8. If the Permittee proposes the use of rip-rap for stream stability, the amount of rip-rap used shall
be minimized. Any rip-rap placed for stream stabilization shall be placed in stream channels in
such a manner that it does not impede aquatic life passage.
If concrete is used during construction, a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured
concrete should not be discharged to surface waters due to the potential for elevated pH and
possible aquatic life and fish kills.
10. No rock, sand or other materials shall be dredged from the stream channel except where
authorized by this certification.
11. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this permit without appropriate modification of this permit. Should waste or
borrow sites be located in wetlands or stream, compensatory mitigation will be required since it
is a direct impact from road construction activities.
12. All work in or adjacent to stream waters shall be conducte~Ci in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities
manual such as sandbags, rock berms, cofferdams and other diversion structures shall be used to
prevent excavation in flowing water.
13. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,
unless otherwise authorized by this certification.
14. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters
associated with this permit without appropriate modification. Should waste or borrow sites be
.located in wetlands or streams, compensatory mitigation will be required since that is a direct
impact from road construction activities.

A ~`
15. Placement of culverts and other structures in waters, streams, and wetlands shall be placed
below the elevation of the streambed by one foot for all culverts with a diameter greater than 48
inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches,
to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that
may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and
down stream of the above structures. The applicant is required to provide evidence that the
equilibrium is being maintained if requested in writing by DWQ. If this condition is unable to
be met due to bedrock or other limiting features encountered during construction, please contact
the NC DWQ for guidance on how to proceed and to determine whether or not a permit
modification will be required.
16. During the construction of the project, no staging of equipment of any kind is permitted in
waters of the U.S., or protected riparian buffers.
17. Heavy equipment shall be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce introduction of other pollutants into the stream.
18. All temporary fills in wetlands and surface waters shall be removed upon completion of the
project. In addition, the post-construction removal of any temporary bridge structures or fill
will need to return the project site to its pre-construction contours and elevations. The re-
vegetation of the impacted areas with appropriate native species will be required.
19. Riparian vegetation must be reestablished within the construction limits of the project by the
end of the growing season following completion of construction.
20. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
21. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is prohibited.
22. Two copies of the final construction drawings shall be furnished to NCDWQ prior to the pre-
construction meeting. Written verification shall be provided that the final construction
drawings comply with the attached permit drawings cost; fined in the application dated May 11,
2004.
23. The outside buffer, wetland or water boundary located within. the construction corridor
approved by this authorization shall be clearly marked by highly visible fencing prior to any
land disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise
authorized by this certification.
24. The Permittee and its authorized agents shall conduct its activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act) and any other appropriate requirements of State and Federal
law. If DWQ determines that such standards or laws are not being met (including the failure to
sustain a designated or achieved use) or that State or federal law is being violated, or that

'E ~ e ~ ~
further conditions are necessary to assure compliance, DWQ may reevaluate and modify this
certification.
25. A copy of this Water Quality Certification shall be posted on the construction site at all times.
In addition, the Water Quality Certification and all subsequent modifications, if any, shall be
maintained with the Division Engineer and the on-site project manager.
26. Upon completion of the project, the Permittee shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401
Certification has been completed.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions
are made conditions of the Federa1404 and/or Coastal Area Management Act Permit. This Certification
shall expire upon the expiration of the 404 permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this Certification. This request must be in the form of a,
written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the
Office of Administrative Hearings, 6714 MSC, Raleigh, N.C. 27699-6714. If modifications are made to
an original Certification, you have the right to an adjudicatory hearing on the modifications upon written
request within sixty (60) days following receipt of the Certification. Unless such demands are made, this
Certification shall be final and binding.
This the 31S` day of March 2006
DIVISION OF WATER QUALITY
Alan W. Klimek, P.E:.,
Director
WQC No. WQC003565

Draft 401 Water Quality Certification Minimum Checklist
Version 8.0
09/20/03
Introduction
Historically, the transportation planning process and the environmental permitting process had evolved as two
separate processes. As additional scientific understanding led to new environmental rules and regulations, and as
new engineering methods led to an evolution in methods applied to transportation planning, it became increasingly
difficult to interface the two separate processes into an efficient and effective single process. Therefore, a process
improvement initiative was initiated in May 2001, with participation from the NC Department of Transportation, the
NC Department of Natural Resources, and the US Army Corps of Engineers, to develop a single, integrated process.
During the week-long workshop, the submittal of incomplete applications was identified as one of the reasons for
permitting delays. In an effort to ameliorate this problem, it was determined that a checklist of essential elements
that constituted a complete application was needed. The following list of critical elements represents the minimum
necessary information required for a complete 401 Water Quality Certification application. Project specific issues
may necessitate the submittal of additional information.
Vicinity Map
The Vicinity Map shall include, at a minimum:
legible map of sufficient scale to allow someone not familiar with the project to locate the site
Area roads, streams, and any other topographically significant.identifiers to allow someone to locate the
n anticipated impacts site(s), preferably shown on a USGS 1:24,000 topographic quad sheet
N~/~ For projects located in river basins with protected riparian buffei;,s, a map with the project location
superimposed on the county soil survey is recommended
The map shall have a north arrow and scale `1
Site Map
'The/Site Map shall include, at a minimum:
`' an View of the project design
cross-sectional view of all impact sites ,
/the scale of plan needs to be appropriate to enable review and compliance determination to be made
_/ a plan needs a north arrow, a map scale, and needs to be drawn to scale
The plan needs to show all jurisdictional wetlands, streams, and buffers shown
_ A propo project design including (in jurisdictional areas):
~,dl proposed fills
~/~ Qdl proposed excavations
./= edl proposed clearing
,/ ticipated construction impacts (temporary and permanent)
posed stream relocations
/_ posed stream stabilization ractices
P
Proposed stormwater design and BMPs
Project Description
The application shall include, at a minimum:
_`/ A pro' t narrative that describes
_ T~"project purpose and need
_,~~rk to be done
r•~pment to be used
i/r~posed construction methods (especially for bridge construction projects)
~ect staging
All avoidance and minimization measures used
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

t
History o project planning including:
_ discussion on any environmental documents
reef discussion on alternatives considered in environmental document
~A~kscussion about the selected preferred alternative
_ A discussion on all environmental commitments made during the planning of the project
Impacts
All proposed impacts need to be presented in a table of impacts. If the project involves the use of a Nationwide or
General Permits, use the Preconstruction Notification form. If an individual permit is required then provide:
_-! A table of anticipated impacts (temporary and permanent) to all wetlands, streams and protected riparian
buffers.
Mitigation Plan
It is understood that a letter from the NCWRP agreeing to provide the required mitigation will be an acceptable
mitigation plan. Similarly, the intent to use an approved, existing mitigation bank or site should be described. In the
absence of a these option, the following information is required:
Offsite Wetland. and Stream Mitigation Bank or In-lieu Fee Program
_ Letter (must be included in 401 WQC application)
EEP Letter (when applicable)
_ Approved Mitigation Bank
Name of Bank: ~'~
Proposed Quantity and Type of Credits: `
``
Onsite and/or Offsite Wetland Mitigation Plan
_ Discussion of the proposed project and project design
_ Proposed Planting Plan that includes species to be planted, planting densities, planting widths and techniques
Proposed Monitoring Plan
_ Proposed Hydrologic and Vegetation Success Criteria
_ Proposed Conservation Easement
_ Proposed Ratios
Onsite and/or Offsite Stream Mitigation Plan
Discussion of the proposed project and project design
Geomorphological data for existing and proposed stream as well as the reference reach consistent with
Appendix B in the Internal Technical Guide Stream Work in North Carolina, Apri12001, Version 3.0.
_ Sediment Transport Analysis for reference reach and proposed stream
_ Proposed Planting Plan for stream buffer that includes species to be planted, planting densities, and
techniques
_ Proposed Monitoring Plan
_ Proposed Success Criteria
Proposed Conservation Easement
_ Proposed Ratios
_ Other options (enhancement and preservation as described in DWQ's most recent stream mitigation policy
dated May 2000)
Onsite and/or offsite buffer mitigation plan (see 1 SA NCAC 2B .0242(9), .0244(9), and .0260(9))
Proposed Planting Plan
_ Proposed Monitoring Plan
_ Proposed Success Criteria (see 15A NCAC 2B .0242, .0244, and .0260)
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

", '~
Utilities
When projects necessitate the relocation of utility infrastructure the following information is required:
_ A quantification of the anticipated impacts,
Appropriate mapping that displays the proposed relocations superimposed on the impacted wetlands,.. streams,
or buffers
_ A mitigation plan for impacts associated with utility relocations (resource specific thresholds apply). '
C:\ncdot\memos\401 Water Quality Certification minimum checklist 08.doc
~.
,~
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

03-27-'06 11:19 FROM-DENS EEP
9197152081
'b-
- o stem
PROGRAM
March 27, 2006
Cindy Carr
Mulkey >~ngineers & Consultants, Inc.
P.O. Box 33127
Raleigh, NC 27636
Project: Moore County Airport (R>wNEWAL O)? ACC]/PTANCE)
T-695 P02
County: Moore
b-141
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EIrP) is willing to
accept payment for impacts associated with the above referenced project. Please note that This decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. Tt is the responsibility of the
applicant to contact these agencies to determine if payment to the NC LEP will be approved.
This acceptance is valid for six months from the date of this letter. Tf we have not received a cope of the issued 404
Pertnit/401 Cerhi$cation within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEIy. Onet NC EEP receives a copy of the 404 permit and/or the 401
Certification an invoice will be issued and payment must be made.
$ased on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
C7nit (Sq. ~) (Sq.1Ft.)
Ri avian Non-Ri avian Coastal Marsh Cold Cool Warm
Cape Fear 0 2.$ 0 0 0 495 0 0
03030004
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (bufftrs, Zone i at a 3:1 ratio and 2ant 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 4041'ermit andlor 401 Wattr Quality Certification, andlor CAIvIA 1?ermit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and 1Vatural. Resources and the U. S. Army Corps of Engineers dated November 4, 1948.
if you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
. ~~+r
illiamD. Gitmore, PE 1
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Frye, USACOE -Wilmington
Ken A,veritte, DWQ Regional Office -Fayetteville.
File
:~P.S~-DYGGf~... ~~;~... Z~YD~"6~ C~GLY' St'R.~P,.
!~
~1CD~IR
North Carolina Ecosystem Enhgncement program, 1652 Mail Service-Center, Raleigh, NC 27699-1652 ! 919-715-047E i www.nceep.nei

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The Wilmington District, Corps of Engineers (Corps) has received an application from Moore
County Airport Authority seeking Department of the Army authorization to impact 1.87 acres
of jurisdictional wetlands and 420 linear feet of stream channel associated with relocation
and realignment of NC 22 and SR 1843 (Airport Road) at the Moore County Airport
facility in Moore County, North Carolina.
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Issue Date: February ~ 2006
Comment Deadline: March 13.,06
Corps Action ID #: 200300998
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at www.saw.usace.army.mil/wetlands
Applicant:
AGENT (if applicable):
Authority
~- ~/ ` ~`
~/~~
PUBLIC NOTICE FF„ ~'~~_
Moore County Airport Authority
P.O. Drawer 5809
Pinehurst, NC 28374
Mulkey, Inc.
6750 Tryon Road
Cary, NC 27511
The Corps will evaluate this application and render a decision whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures under Section 404 of the
Clean Water Act (33 U.S.C. 1344)
Location
The proposed roadway realignment project is located north of Southern Pines, south of Carthage,
and southwest of the existing Moore County Airport facility in Moore County, North Carolina.
The proposed project is located in adjacent wetlands and unnamed tributaries that are
hydrologically connected to Juniper Branch or Mills Creek, which drains to Nicks Creek, Little
River and then to the Cape Fear River, a navigable waterway. The project is more specifically
located at Latitude 35.2309 N and Longitude 79.3971 W.

.~
Existing Site Conditions
The project is located within the Cape Fear River subbasin 03-06-14 and USGS 8-digit
hydrological unit 03030004. The Biotic resources surrounding the project area are indicative of
moderately developed urban communities. Land use in the area is characterized by low density
residential; small commercial development; and large tracts of undeveloped forested land, some
of which is managed for timber production. The dominant communities in the area consist of
palustrine saturated forest, fallow/open fields; mixed hardwood-pine forest; and man-dominated
areas.
A disturbed palustrine needle-leaved evergreen saturated forest wetland area is located to the
southeast of the SR 1843 and NC 22 intersection. The site is forested with young loblolly pine
(Pinus taeda) with an understory of alder (Alnus serrulata), eastern false-willow (Baccharis
halimifolia), and southern bayberry (Myrica cerifera). Herbaceous species include bluestems
(Andropogon spp.), slender rush (Juncus tenuis), northern dewberry (Rhus flagellaris), netted
chain-fern (Woodwardia areolata), and beak rushes (Rhynchospora spp.). An unnamed tributary
to Mill Creek originates in this wetland system and drains. in a southerly direction to Warrior
Lake, an impoundment on Mill Creek.
An old pond site is located opposite the entrance to Warrior Woods on NC 22. This area is
dominated by tulip popular (Liriodendron tulipifera) with an open understory of red maple (Ater
rubrum) and sweetbay (Magnolia virginiana) with cinnamon fern (Osmunda cinnamomea)
dominanting the herbaceous layer.
A pulustrine needle-leaved evergreen saturated forest and abroad-leaved deciduous saturated
forest wetland, which are part of a larger wetland system, are located to the west of NC 22 and
the Moore County Airport. An unnamed tributary to Juniper Branch originates in this wetland
system and drains westerly to Juniper Branch. This wetland is dominated by pond pine (Pinus
serotina) and tulip popular with a dense understory of red maple, titi (Cyrilla racemiflora),
fetterbush (Lyonia lucida), sweetbay, red chockeberry (Sorbus abrutifolia), and laurel-leaved
greenbrier (Smilax laurifolia).
The project corridor southwest of the existing SR 1843 and NC 22 intersection is mostly
residential development and agricultural land. The Sandhills Community College is located just
west of this area. The overstory consists mainly of second-growth longleaf pine (Pinus
palustris) and a few scattered loblolly pines, with Scrub oaks (Quercus spp.), loblolly pine and
long-leaf pine saplings occurring in the understory. Manicured lawns and an open field are also
located within this area.
The project corridor northwest of the existing SR 1843 and NC 22 intersection is private land
with second-growth long-leaf pine and an understory of blackjack oaks (Q. marilandica) and
turkey oaks (Q. laevis) with a sparse ground cover of Carolina wiregrass (Aristida stricta).
Depressions draining the upland area is covered with an overstory of pond pine and a dense
understory of fetterbush, sweet gallberry (Ilex coriacea}, laurel-leaved greenbrier and switch
cane (Arundinaria tecta). Residential mobile homes. Three small man-made ponds, fallow fields
and a portion of the Forest Creek Golf Club are also found in this quadrant of the intersection.
2

Warrior Woods residential community and the Carolina Golf Community are located southeast
of the SR 1843 and NC 22 intersection. Forested areas have an overstory of longleaf pine and a
moderate to dense understory of turkey oak with a Carolina wiregrass ground cover.
Applicant's Stated Purpose
The purpose of the proposed roadway realignment is to bring the Moore County Airport into
compliance with the current Federal Aviation Administration's (FAA) safety criteria, improving
safety for aviation and vehicular traffic in the airport vicinity. A full description of the FAA
regulations governing airport safety standards including FAA Advisory Circular 150/5300-13,
`Airport Design " (Airport Design AC); Federal Aviation Regulations (FAR) Part 77, "Objects
Affecting Navigable Airspace; "and "United States Standards for Terminal Instrument
Procedures " (TERPS) can be found in an Environmental Assessment (EA) prepared for this
project dated December 3, 1999 or at the FAA Web Site, www.faa. og v/re~ulations~olices . A
copy of FAA's Environmental Assessment can be viewed at the Moore County Airport Office
or the U.S. Army Corps of Engineers Wilmington Field Office At present, there is a public
safety concern for aviation and vehicular traffic due to the close proximity of the intersection to
the end of the runway. In the area of the intersection, both roads currently violate the FAA
clearance requirements for the runway safety area and runway object free area and NC 22
violates the inner-approach obstacle free zone.
Project Description
The project would involve the relocation of the intersection of NC highway 22 and SR 1843
(Airport Road). The relocation will also require that a new entrance roadway to the airport
facility be constructed on new alignment. The project proposes to permanently impact 1.46 acres
of jurisdictional forested wetlands and 0.05 acre of an open water pond. In addition, 0.41 acre of
forested wetlands will be mechanically cleared for permanent drainage easements and 420 linear
feet of intermittent stream channel will be impacted by the proposed project.
The applicant proposes to mitigate for the unavoidable impacts to the wetlands and stream
channels by utilizing the North Carolina Ecosystem Enhancement program (NCEEP). In a letter
dated July 7, 2005, The NCEEP indicated that they would accept responsibility for providing
wetland and stream channel mitigation up to a 2:1 ratio.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice in the NCDWQ Central Office in Raleigh serves as application to the NCDWQ
for certification. A waiver will be deemed to occur if the NCDWQ fails to act on this request for
certification within sixty days of the date of the receipt of this notice in the NCDWQ Central
Office. Additional information regarding the Clean Water Act certification may be reviewed at
3

1
the NCDWQ Central Office, 401 Transportation Permitting Unit, 2321 Crabtree Boulevard,
Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the
application for certification under Section 401 of the Clean Water Act should do so in writing
delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail Service Center,
Raleigh, North Carolina 27699-1650 Attention: Mr. John Hennessy by March 13, 2006.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic Places
and is not aware that any registered properties, or properties listed as being eligible for inclusion
therein are located within the project area or will be affected by the proposed work. Presently,
unknown archeological, scientific, prehistoric, or historical data may be located within the
project area and/or could be affected by the proposed work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the applicant and
consulted the latest North Carolina Natural Heritage Database. Based on available information,
the Corps has determined pursuant to the Endangered Species Act of 1973 (ESA), that the
proposed project may affect federally listed endangered or threatened species or their formally
designated critical habitat. A Biological assessment (BA), dated March 17, 2005, was prepared
for this project and reviewed by the U.S. Fish and Wildlife Service (USFWS) under the
provisions of Section 7 of the Endangered Species Act (ESA) of 1973, as amended. The BA
document addressed potential impacts from the proposed project construction on the following
federally-listed species for Moore County: red-cockaded woodpecker (RCW) (Picoides
borealis); bald eagle (Haliaeetus leucocephalus); Cape Fear Shiner (Notropis mekistocholas);
Saint Francis' satyr (Neonympha mitchellii francisci); American Chaffseed (Schwalbea
Americana); rough-leaved loosestrife (Lysimachia asperulifolia); and Michaux's sumac (Rhus
michauxii). In a letter dated September 2, 2005 the USFWS concurred with the determination
that the proposed project will affect, but is not likely to adversely affect the RCW and will have
no effect on the other federally-listed species for Moore County.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The
benefit that reasonably may be expected to accrue from the proposal must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
4

impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidate State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received
by the Corps of Engineers, Wilmington District, until Spm, March 13, 2006. Comments should
be submitted to Mr. Richard K. Spencer, Wilmington Regulatory Field Office, P.O. Box 1890,
Wilmington, North Carolina 28402-1890.
5

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Realignment of SR 1843 (Airport Road)
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MULKEY
ENGINEERS & CONSULTANTS
December 2, 2005
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1898
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
Regulatory Permits Specialist
Dear Mr. Spencer,
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052159
Subject: Application for 404 Individual Permit and 401 Major Water Quality
Certification for the Relocation of the NC 22 and SR 1423 (Airport Road)
Intersection and Realignment of NC 22 and SR 1423, Moore County Airport
Authority Project, Moore County, North Carolina
The Moore County Airport Authority (Airport) is proposing to relocate the
intersection of NC Highway 22 and SR 1843 (Airport Road) near Southern Pines in Moore
County, North Carolina (see Figures 1 and 2). This relocation is proposed in order to
comply with safety regulations mandated by the Federal Aviation Administration (FAA).
The intersection relocation will require the realigntment of both roads in order to meet North
Carolina Department of Transportation (NCDOT) safety standards for roadway intersection
approaches and design speeds. This proposed relocation will also require that a new
entrance roadway to the Airport facilty be constructed on new location. To accomplish this
project, funds are being provided by the FAA through the Airport Improvement Program.
Introduction
The Moore County Airport is owned by Moore County and is managed by the
Moore County Airport Authority, which was established in 1993. Talbert & Bright, Inc.
(TBI) has been retained by the Airport to provide engineering and planning coordination for
the relocation of the NC 22 and SR 1843 intersection. Mulkey, Inc. (Mulkey) has been
retained by TBI to provide roadway design and Section 404/401 permit application services.
A copy of the agent authorization letter is attached.
The Airport property is located within portions of the extraterritorial zoning
jurisdictions of both the Town of Southern Pines and the Town of Whispering Pines. The
town of Whispering Pines is located less than one mile north and northeast of the Airport.
The Town of Southern Pines is located about one mile south of the Airport. The majority
of the airport property is under the jurisdiction of the Town of Whispering Pines (Airport
District). A portion of the property is located in the Southern Pines zoning jurisdiction.
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MULKEY INC. 6750 TRYON ROAD GARY, NC 2751 1 PO BOX 33127 RALEIGH, NC 27636 PH: 91 9-851-1912 FAX: [phone] B www.MULKEYIN C.cOM

j December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 2
This roadway project is included in the 1996 Moore County Airport Master Plan
Update in order to address FAA safety violations. The Airport Master Plan has been
accepted by the FAA. Further information concerning this proposed project is provided in
the Environmental Assessment (EA) document, dated December 3, 1999, which was
previously submitted to the regulatory agencies for review. A Finding of No Significant
Impact (FONSI) was completed by the FAA on December 10, 1999. A written reevaluation
of the environmental impacts of the project was completed in Apri12003. At the request of
the NCDOT, the existing traditional intersection design will be replaced with a modern
roundabout to improve vehicle safety.
Purpose and Need
The purpose of the proposed roadway realignment is to comply with current FAA
safety criteria. and to improve safety for aviation and vehicular traffic in the Airport vicinity.
The regulations governing airport safety standards include FAA Advisory Circular 950/5300-
13, `Airport Design" (Airport Design AC); Federal Aviation Regulations (FAR) Part 77, "Objects
Affecting Navigable Airspaces; "and "United States Standards for Terr~zinal Instrument Procedures"
(TERPS). A full description of these FAA safety regulations and the airspace violations is
included in Section 1.2 of the EA document.
The NCDOT classifies NC 22 as a rural arterial road and SR 1843 as a rural collector
road. In its current location, NC 22 travels in a north/south direction and is directly
adjacent to the Airport's main terminal, hangars, fuel storage facilities, and the western end
of Runway 5-23. The existing location of SR 1843 travels in an east/west direction, parallel
to Runway 5-23. The existing intersection of these two roads is located approximately 1,200
feet from the western end (Runway 5) of the runway, which is the primary instrument
approach runway at the Airport.
At present, there is a significant public safety concern for aviation and vehicular
traffic due to the close proximity of the intersection to the end of the runway. In the area of
the intersection, both roads currently violate the FAA clearance. requirements for the runway
safety area (Figure 3) and runway object free area (Figure 4). In the current alignment,
NC 22 violates the inner-approach obstacle free zone (Figure 5). In addition, the required
34:1 and 50:1 approach surface clearances over NC 22 are not met (Figures 6 and ~. It is
also desirable for these roadways to be relocated outside of the current runway protection
zone to the extent feasible (Figure 8). The encroachment into vertical airspace clearance
heights that these violations create is depicted in Figure 9, which shows a school bus
traveling on NC 22 through the current intersection. As this figure illustrates, there are
significant safety risks to both approaching airplanes and the many vehicles that travel
through the intersection.
Water Resources
Wetland delineations were completed for this project and subsequently approved by
the US Army Corps of Engineers (USAGE) in June 1999. The delineation boundaries were
recertified by the Corps during a field meeting held March 21, 2005. Stream delineations

> December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 3
were completed in January 2004 and a jurisdictional determination was made during a field
meeting with the NC Division of Watex Quality (NCDWQ) held on March 9, 2004.
The project is located in Cape Fear River subbasin 03-06-14 and USGS 8-digit
hydrologic unit 03030004. In the project area located west of NC 22 and the Airport, an
unnamed tributary (UT) to Juniper Branch originates in a streamhead pocosin wetland
system. This system drains in a westerly. direction to Juniper Branch, approximately 1 mile
downstream, and is identified by NCDWQ index number 18-23-3-2. Juniper Branch is
classified as WS-III waters from its source to its confluence with Nicks Creek.
The streamhead pocosin and two smaller wetland areas, which are all part of a larger
wetland system contiguous to the project site, are described by the National Wetlands
Inventory (NWI) as a palustrine needle-leaved evergreen saturated forest (PFO4B) and
palustrine broad-leaved deciduous saturated forest (PFO1B). A small pond created by
impounding Juniper Branch UT headwaters was previously used by a nursery operation as a
water source for plant irrigation; it can be described as a palustrine unconsolidated bottom
permanently flooded diked/impounded (PUBHh) water body. There are no 303(d) listed
streams located within a 4 mile radius of the project area.
Another streamhead pocosin wetland system and a UT to the Mill Creek (Warrior
Lake) impoundment are located south of SR 1843. The wetland is identified by the NWI as
a PFO4B system and is noted in the EA document as a highly disturbed system. This area
was timbered by the private landowner during the past few decades and a golf course was
constructed adjacent to the east side of the wetland and stream. The UT drains in a
southerly direction to Warrior Lake, which is an impoundment on Mill Creek, approximately
0.8 mile downstream. Mill Creek is identified by NCDWQ index number 18-23-11-(2) and
is classified as WS-III and B waters. These classifications are shown on Geographical
Information System (GIS) data available from the NWI Internet web site and the NCDWQ.
Impacts from the relocation of NC 22 will occur along an intermittent portion of the
Juniper Branch UT channel and the streamhead pocosin wetlands. The new driveway to the
Airport will create wetland impacts on the south side of the small pond. Impacts from
realignment of SR 1843 will also occur along an intermittent portion of the Mill Creek UT
channel and associated wetlands.
Permanent Impacts: Project construction will create 420 linear feet of permanent
surface water impacts to intermittent streams; 0.047 acre of open water impacts; 1.451 acres
of permanent fill in wetlands; 0.899 acre of mechanized clearing fox permanent drainage
easements; and 0.122 acre of temporary drainage basin excavation. These impacts are shown
on the attached Wetland Permit Impact Summary Table., Project construction will create a
total of 2.472 acres of wetland impacts and 420 linear feet of intermittent stream impacts.
Avoidance, Minimization, and Compensatory Mitigation
Section 404 of the Clean Water Act requires regulation of discharges into Waters of
the United States (L7S). Surface waters, including lakes, rivers, and streams are subject to

December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 4
jurisdictional consideration under the Section 404 program. Wetlands are also identified as
Waters of the U.S. Avoidance, minimization, and compensatory mitigation are considered in
sequential order when addressing impacts to Waters of the U.S. Avoidance and
minimization measures were incorporated during the project planning and National
Environmental Policy Act (NEPA) compliance stages as noted in the following sections.
Avoidance: Impacts to Juniper Branch UT and surrounding wet]and systems cannot
be avoided except by choosing a no-build alternative. Undisturbed wetlands located further
west of the proposed new roadway alignment have remained undisturbed and will be
avoided. As described in Section 2 of the EA document, two build alternatives were
reviewed for this project. Numerous wetland systems are located in this portion of Moore
County and complete avoidance of wetland impacts is not possible other than not building
the proposed project.
Minimization: Wetland impacts from the new roadway alignments have been
minimised to the extent possible by traversing the fewest wetlands while meeting NCDOT
roadway geometry requirements and maximizing safety benefits. Upland areas surrounding
the wetland system impacted by the NC 22 relocation were impacted from timber logging by
the private landowner several years ago. In 2004, the town of Southern Pines installed a
sewer line easement through the wetland system that parallels the proposed NC 22 crossing
of the Juniper Branch UT. Stream impacts from the NC 22 alignment have also been
minimized by using a perpendicular crossing on the intermittent portion of the channel and
by keeping the SR 1843 realignment as close to the existing roadway location as possible.
The Airport entrance driveway has been substantially redesigned in order to avoid
wetland impacts to the extent possible. The original design called for the entrance terminus
to be a circular driveway. At the request of the USACE, the driveway was relocated
approximately 1,000 feet to the south of the original proposed location. The relocation of
the entrance driveway results in a less than optimum traffic circulation at the Airport and will
require more earthwork (cut and fill) than the originally proposed location. However,
wetland impacts were reduced from an estimated 0.9 acre as noted in the EA document
(Section 3.11.2) to 0.124 acre.
Project-specific measures will be employed to min_irrLZe impacts to Waters of the
U.S. during project construction. All practicable means will be employed to minimize stream
and wetland impacts due to runoff, sedimentation, or other construction activities. Best
Management Practices (BMPs) will be strictly enforced to control sedimentation during
project construction. Clearing and grubbing activities will be minimized where possible and
vegetation will be reestablished on exposed areas with judicious pesticide and herbicide
management. Appropriate measures will be taken to avoid spillage of construction materials
and provisions will be made fox storing and handling waste materials in a manner that
prevents materials from entering the streams or wetlands.
Com~ensator,~lVlitigation: The FAA guidelines noted in Advisory Circular
150/5200-33 "Hazardous Wildlife Attractants On or Near Airports" which states "Land use
practices that attract or sustain hazardous wildlife populations on or near airports can

December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 5
significantly increase the potential for wildlife-aircraft collisions. FAA recommends against
land use practices, within the siting criteria stated [herein], that attract or sustain populations
of hazardous wildlife within the vicinity of airports or cause movement of hazardous wildlife
onto, into, or across the approach or departure airspace, aircraft movement area, loading
ramps, or aircraft parking area of airports." (Reference is made to the 2003 "Memorandum
of Agreement between the FAA, the U.S. Air Force, the U.S. Army, the U.S. Environmental
Protection Agency, the U.S. Fish and Wildlife Service, and the U.S. Department of
Agriculture to Address Aircraft-Wildlife Strikes".) The FAA guidance on mitigation practices
recommends the purchase of mitigation bank credits rather than on-site mitigation in order
to avoid attracting hazardous wildlife populations to the Airport vicinity. In a letter dated
July 8, 2005 (attached) the North Carolina Ecosystem Enhancement Program (NCEEP) has
agreed to provide in-lieu-fee mitigation for this project,
Utilities
Utility relocation is not included in this project. Any environmental impacts from
future utility relocations will be the responsibility of the individual utility companies. The
utility companies with services located in the project vicinity include Progress Energy, Sprint,
Time Warner, Charter Communications, The Town of Southern Pines, and The Town of
Carthage. The utility companies have all been notified by letter to make them aware of the
proposed construction. As of June 30, 2005, none of these utility companies have provided
marked-up plans showing any proposed utility relocation. It is anticipated that these utility
companies will attempt to relocate their services or adjust their facilities without moving
them to the opposite side of SR 1843 or NC 22 from current service locations. If that
occurs, some of the relocated aerial utility line poles or underground utilities maybe
relocated outside the NCDOT right-of--way.
FEMA Compliance
The two streams in the project area, Juniper Branch UT and Mill Creek UT (Warrior
Lake), are not in a designated Federal Emergency Management Agency (FEMA) flood zone.
The stream crossing areas are shown on the Flood Insurance Rate Map (FIRM) community
pane137125C0155 C, effective date December 15, 1989. Therefore, no Detailed Flood
Insurance Study Involvement is required and coordination with FEMA for compliance is
not required..
Independent Utility
Under Federal guidelines (23 CFR 771.111(f)), transportation projects must comply
with several requirements in order to demonstrate the project has independent utility,
including requirements to:
(1) Connect logical termini and be of sufficient length to address environmental
matters in a broad scope;

December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 6
(2) Have an independent utility or independent significance, i.e., be usable and
be a reasonable expenditure even if no additional transportation
improvements in the area are made, and;
(3) Not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
The proposed project is needed to move NC 22 and its intersection with SR 1843
out of FAA safety areas surrounding the Airport. The project's termini tie back into the
existing roadway alignments and have been coordinated with NCDOT. The tie-in locations
of this project's termini do not preclude the development and assessment of multiple
alternates for other.programmed Transportation Improvement Program (TIP) projects that
may be developed for the area. This project can stand alone as a functioning project and is
designed to be compatible with any future TIP projects in the area. In this regard the project
demonstrates both logical termini-and independent utility.
Indirect and Cumulative Impact Analysis
Existing rules for the 401 Water Quality Certification Program (15A NCAC
2H.0506(b)(4)) requires the NCDWQ determine that a project "does not result in
cumulative impacts, based on past or reasonably anticipated future impacts, that cause or will
cause a violation of downstream water quality standards." In 1996, the Moore County
Airport Master Plan was initiated as part of an FAA-mandated master planning process to
identify future airport projects. This proposed project is included in the master plan as
Stage I development.
As noted in Section 3 of the E.A document, existing land uses near the Airport are
primarily single-family residential dwellings; a community college and a few small
commercial enterprises are also nearby. Even though Moore County is experiencing
commercial growth similar to other rural counties, a continued increase in residential growth
is expected because the area is a popular golfing, resort, and retirement destination.
Additional information regarding potential indirect and cumulative effects is provided in a
.separate analysis report (attached).
Implementation of the NC 22 relocation and realignment project will not create or
facilitate additional development of the area surrounding the Airport. Adequate controls are
currently in place to address any future development plans that map be proposed for the
project vicinity. The Airport Authority has purchased several parcels of land surrounding
the Airport facility, which will eliminate the potential fox encroachment of commercial or
residential development on the Airport's facilities.
According to the NCDOT Planning Department's Strategic Highway Corridor
Vision Plan for the Triangle Area, which includes the project. vicinity, the US 15/501
corridor (Corridor 39) has been identified as an important highway that needs to be
upgraded. Traffic capacity on this roadway is likely to increase traffic flow on NC 22 as well.
While increased traffic capacity on US 15/501 may contribute to future development, the
Moore County Land Use Plan (1999) was adopted with the primary goal of preserving and
protecting the rural agricultural nature of the county. In support of the County's plan, the

December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 7
11 municipalities within the County have designated urban service boundaries within which
urban growth will be managed over the next 10 to 15 years. This includes the Southern
Pines Land Development Ordinance for the town and its extra-territorial planning area.
These ordinances govern development in the Airport vicinity and should provide adequate
controls to growth in this area.
Cultural Resources
Arch_ eoloQV: In a letter dated February. l2, 1997 the State Historic Preservation
Office (SHPO) confirmed that there axe no known archaeological sites located within the
project planning area. SHPO further stated that based on present knowledge of the area, it
is unlikely that any archaeological resources which may be eligible for inclusion in the
National Register of Historic Places will be affected by project construction.
Historic: In a letter dated April 23, 1999 the State Historic Preservation Office
(SHPO) confirmed that there axe no known structures of historical or architectural
importance located within the project planning area.
Federally-Protected Species
Federal law requires that any federal action likely to adversely affect a species listed
as federally protected be subject to review by the U.S. Fish and Wildlife Service (USFWS) or
National Marine Fisheries Service (NMFS) (under the provisions of Section 7 of the
Endangered Species Act [ESA] of 1973, as amended). Prohibited actions which may affect
any species protected under the ESA are outlined in Section 9 of the Act. Other species may
receive additional protection under separate laws such as the Lacey Act Amendments of
1981, the Migratory Bird Treaty of 1999, the Maxine Mammal Protection Act of 1972, or the
Eagle Protection Act of 1940,
A Biological Assessment (BA), dated March 17, 2005, was prepared by J.C. Carter
and Associates and reviewed by the USFWS. The BA document addressed potential impacts
from project construction on the following federally-listed species fox Moore County: red-
cockaded woodpecker (RCW) (Picoides borealif); bald eagle {Haliaeetur leucocephalus); Cape Fear
shiner (Notropic mekirtocholac); Saint Francis' satyr (Neonympha mitchellii francircz); American
chaffseed (Schavalbea americana); rough-leaved loosestrife (Lysimachia arperulifolia); and
Michaux's sumac {Bhus michauxia). As noted in the BA, the project site is located within the
foraging partition for three RCW clusters, identified as SOPI 34, 86, and 87. SOPI 34 is a
baseline Safe Harbor. site and SOPI 86 and 87 are considered Safe Harbor recruitment
clusters. In a letter dated September 2, 2005 the USFWS concurred with the determination
that the proposed project is not likely to adversely affect the RCW and will have no effect on
the other federally-listed species for Moore County.
FHWA Step-Down Compliance
In order to qualify for federal-aid highway funding, all compensatory mitigation must
be in compliance with and follow the actions recommended in 23 CFR 777.9, "Mitigation of

December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 8
Impacts." This project is not subject to federal-aid highway funding; therefore compliance
with FHWA step down procedures is not required.
Adjoining Property Owners
As part of the previously completed EA document, a survey of households in the
project vicinity was completed in 1998. At that time a total of 16 dwellings were counted.
These dwellings included single family residences, mobile homes, and multi-family duplex
buildings. Since that time a number of parcels have been purchased by Moore County fox
the Airport. A review of the property parcels adjacent to the Airport and the proposed
project area was completed in July 2005; Figure 10 (atta.ched) shows the parcel boundaries.
A list of the corresponding property owners is included in Table 1 (attached).
Regulatory Approvals
.Application is hereby made for a Section 404 Individual Permit as required for the
above-mentioned activities. Attached for your information axe an ENGR Form 4345, a
copy of the EA and FONSI, roadway design plans, permit drawings and impact summary,
and a copy of the sediment and erosion control permit letter. We understand the application
fee of $100 will be required once the permit has been issued.
Mx. Ken Averitte, Fayetteville Regional Office, has provided NCDWQ oversight
throughout the planning and design phases of this project. By copy of this letter, we are also
requesting issuance of a 401 Water Quality Certification from NCDWQ. In compliance
with Section 143-215.3D(e) of the NCAC we are enclosing $475 to act as payment for
processing the Section 401 permit application. Seven copies of the application are being
provided to the North Carolina Deparnnent of Environment and Natural Resources,
Division of Water Quality, for their review.
If there are any questions, please contact Cindy Carr at [phone] or by email at
ccarr@mulkeyinc. com.
Sincerely,
Cindy Simpso Carr
Natural Resources Project Manager
Mulkey, Inc..

December 2, 2005
US Army Corps of Engineers
Mr. Richard Spencer
Page 9
Attachments:
Figure 1 Project Vicinity
Figure 2 Land Use Aerial Photography
Figure 3 Runway Safety Area
Figure 4 Runway Object Free Area
Figure 5 Runway Obstacle Free Zone
Figure 6 TERPS Approach Surface (34:1)
Figure 7 FAR Part 77 Approach Surface (50:1)
Figure 8 Runway Protection Zone
Figure 9 Existing Conditions (Profile)
Figure 10 County/Airport Parcel Boundaries
Table 1 Adjacent Property Owners
ENG Form 4345
Agent Authorization Letter
NCEEP Mitigation Confirmation Letter
Indirect and Cumulative Effects Analysis Report
Permit Drawings and Impact Summary
Half-Size Plans with Erosion Control
W/Attachments:
Mx. John Hennessy, NCDWQ (7 copies)
Mr. Ken Averitte, NCDWQ Fayetteville
Ms. Becky Fox, USEPA -Whittier
Mx. Ron Mikiilak, USEPA -Atlanta, GA
Mr. John Hammond, USFWS Raleigh
Mr. Art King, NCDOT Division 8
Mr. Ron Maness, Moore County Airport
Ms. Amy McLane, Talbert & Bright Inc., Wilmington
W/o Attachments:
Mr. Bill Maslyk, NCDOT, Division of Aviation, Raleigh
Mr. Art McMillan, P.E., NCDOT Highway Design
Mr. Jay Bennett, P.E., NCDOT Roadway Design
IVIr. Dave Henderson, P.E., NCDOT Hydraulics Unit
Mr. Omar Sultan, NCDOT Programming and TIP
Mr. Mark Staley, NCDOT Roadside Environmental

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Relocation of NC 22 And SR 1843
Intersection & Roadway Realignment
Moore County, NC
PROJECT VICINITY
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FIGURE 1

Legend
New Roadway Locations
Pavement To Be Removed
~ LAND USE AERIAL PHOTOGRAPHY
M U LK EY Relocation of NC 22 and SR 1843 Intersection and Roadway Realignment Figure NO.
ENGINEERS & CONSULTANTS Moore County, North Carolina
Prepared For: 0 270 540 1,080 Miles 2
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Aerial Photography Source: NCDOT Photogrammetry, 1998

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• COUNTY/AIRPORT PARCEL BOUNDARIES
M U L K E Y Relocation of NC 22 and SR 1843 Intersection and Roadway Realignment FIgUCe NO.
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r APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 3251 Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or lass. 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 Defiense, 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 (0710-0003-, Washington, DC 20503. Responderrts 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 h 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
Authorities: 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 Isee 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 1 THRIJ 4 TD BE F/I ! FD BV THE CARP_c1
1. APPLICATION NO. ~ 2. FIELD OFFICE CODE 3. DATE RECEIVED
4. DATE APPLICATION COMPLETED
5. APPLICANT`S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE fan spent is not reauiredl
Moore County Airport Authority Cindy S. Carr, Senior Scientist
6. APPLICANT`S ADDRESS 9. AGENT'S ADDRESS
P.O. Drawer 5809 Mulkey, Inc.
Pinehurst, NC 28374 6750. Tryon Road, Cary, NC 27511
7.. APPLICANT'S PHONE NOS. WlAREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence Mr. Ron Maness a. Residence Ms. Cindy Carr
b. Business (910) 6 9 2 - 3 212 ~ b. Business (919) 8 5 8 -18 71
STATEMENT OF AUTHORIZATION
I hereby authorize, See Authorization Letter to act in my behalf as my agent in the processing of this application and to
tarnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR 71TLE fseeirntructions.
Relocation of NC22 and SR 1843 Intersection and Roadway Realignment
13. NAME OF WATERBODY. IF KNOWN rit nnNTAb/wl 14. PROJECT STREET ADDRESS /ii app/icablel
Juniper Branch UT, Mills Creek UT n/a
15. LOCATION OF PROJECT
Moore North. Carolina
COUNTY STATE I
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rseeinsrructionsl
New location roadway site is located west & south of existing Moore County Airport facility. ~
17. DIRECTIONS TO THE SITE
From Raleigh, NC: Travel US1 south to Exit 2 (Midland Road). Turn right off exit ramp,
travel approx. ,350 'feet and turn right onto NC 22 north. Follow NC 22 north for approx. 3
miles to the intersection of SR 1843 (Airport Road). at the Moore County Airport facility.
G FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. {Proponent: CECW-OR3

18. Nature of Activity (Descrlptfon of project, indude a/1 festwesl ~
Relocation of roadway intersection for NC 22 and SR 1843 and associated new alignment for
both roads. Construction requires placement of culverts and fill material into
jurisdictional resources to provide roadway crossings. See attached cover letter, permit
drawings, and plan sheets for more information.
19. Project Purpose rDescribe tiie reason w pwpnse of me pro/ecr, see instructions/
The existing NC 22/SR 1843 intersection & roadway alignments violate several FAA safety
regulations. Compliance with FAA guidelines for runway safety zones requires moving the
intersection further west & requires realigning both roads to comply with NCDOT standards.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s1 for Discharge
Culvert construction. at roadway crossings of wetlands & streams requires placement. of fill
materials. Sediment & erosion control measures requires excavation in wetland areas.. See.
attached cover letter, permit drawings, and plan sheets for more information.
21. TYPe(s) of Material Being Discharged and the Amount of Each 7voe in Cubic Yards
:See attached cover letter, permit drawings, and plan sheets...
22. Surface Area in Acres of Wetlands or Other Waters Rlled /seeinsrructionsl
See attached cover letter, impact, summary table, permit drawings, and plan sheets.
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).
See Figure 10 and Table 1 (attached to cover letter).
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
Ar;FNCY TYPE ePPRn\/el '* InCnlTlcire'rlnnl ru innGre nn'rr ArwtICI1 - t1ATr A
`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
appiication is complete and accurate. 1 further certify that i possess the authority to dertake the work d~escyri~bed~ herein or am acting as the
duly authorized agen of the applicant--./` r ~ ~n~~ l/ v
~e ~ ~ ~nl~~ !~ ~~~~-~~
--_~URE OF APPLI NT DATE SIGNATURE 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.
NC DLR Sed.& Erosio© Moore-2005-008 7/18/05 8/19/05 N/A
USACE NWP 12 Action ID 200200731 Unknown ,5/28/02 N/A
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 fa{sifies, 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, shalt be fined not more than $10,000 or imprisoned not more than five years or both.

.. ^.~
i i d ~..~ ~ k'4 1` ~ ~ ,
November 17, 2005
Cindy Carr
Natural Resources Project Manager
Mulkey Engineers & Consultants
6750 Tryon Rd.
Cary, NC 27511
Re: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-0005
Dear Cindy,
Mulkey Engineers & Consultants has the authority to act as the agent for Talbert &
Bright and the Airport Authority in the submittal of the 404/401 permit application for
the above-referenced project. Please copy us and the Airport on all comments received
from the Corps or other agencies/individuals during the permitting process. In addition,
we request that you coordinate responses and meeting request with us.
Sincerely,
cLane, P.E.
C: Mr. Ron Maness
ENGINEERING & PLANNING CONSULTANTS
W W W.TALB E RTAN D B RI G HT.COM
4810 SHELLEY DRIVE WILMINGTON, NC 28405 910.763.5350 FAX [phone]
WILMINGTON. NORTH CAROLINA • CHARLOTTE. NORTH CAROLINA RICHMOND, VIRGWIA

.1 !16"'?. n i"1 s
~~ ~ e
, ~~)L 1 3 ~~5
~3
rt
____..___....~oomoa___e__e_
July 7, 2005
Cindy Carr
Mulkey Engineers & Consultants, Inc.
P.O. Box 33127
Raleigh, NC 27636
Project: Moore County Airport County: Moore
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. )f we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Ri azian Non-Ri arian Coastal Marsh Cold Cool Warm
Cape Fear 0 2.8 0 0 0 495 0 0
03030004
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or LAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Cazol Shaw at [phone].
Sincerely, p ~~
.R . C J''"n fJ1,l
illiam D. Gilmore, PE
Director
cc: Cyndi Kazoly, Wetlands/401 Unit
Jennifer Frye, USACOE -Wilmington
Ken Averitte, DWQ Regional Office -Fayetteville
File
toy' ... ~ ... Protect' ocr,Y Stag ©~~
l,~L~ ~ I~C~ENR
North Carolina Ecosystem Enhancement Program, 1652- Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Quaiatati~e
~ndire~t and. Cura~.ulative
Effects Ass~ssrnent
Realignment ®f
I®TC 22 and Aia~®rt R®ad
at
Moore County Airport
Moore County, North Carolina
Prepared for

T~L~3
~~C~
?i~*;ti
And
NC Division of Water Quality
Prepared by
l~l 1...l~ ~~
October 2005

Qualitative
Indirect and Cumulative Effects
(I&CE) Assessment
NC 22 and SR 1843 Intersection Relocation
and Roadway Realignment
Moore County
Project Introduction
The Moore County Airport Authority (Airport) is proposing to relocate the
intersection of NC Highway 22 and SR 1843 (Airport Road) in Moore County, North
Carolina.. The proposed project is located north of Southern Pines, south of Carthage, and
southwest of the Moore County Airport facility (see Figure 1). The study area is located on
an undeveloped tract that covers approximately 81 acres west of the Airport.
This project is necessary in order to comply with safety regulations mandated by the
Federal Aviation Administration (FAA). The existing road configuration violates several
FAA safety areas and clearance requirements. The current intersection configuration
violates FAA clearance requirements for the runway safety area (RSA) and runway object
free area (ROFA), and vehicles on the current NC 22 alignment violates the inner-approach
obstacle free zone (OFZ), Threshold Siting approach surface, and United States (U.S.)
Standard Terminal Procedures approach surface (See Figure 2). These violations occur
because the intersection is approximately 1,200 feet from the western end of Runway 5,
which is the primary instrument approach runway at the Airport. The relocation of the
intersection will require realignment of both roads in order to meet North Carolina
Department of Transportation (NCDOT) safety standards for roadway intersection
approaches and design speeds. Completion of this project will subsequently require
construction of a new entrance driveway to the Airport facility.
Further information concerning the purpose and need are provided in the
Environmental Assessment (EA) document, dated December 3, 1999, which was previously
submitted to the regulatory agencies for review. A Finding of No Significant Impact
(EONS)) was completed by the FAA on December 10, 1999. A written reevaluation of the
environmental impacts of the project was completed and approved after regulatory review in
Apri12003.
Study Area
..The purpose of this document is to provide an assessment of the Indirect and
Cumulative Effects (I&CE) of the proposed project on natural resources in the watershed
surrounding the project area. The Council on Environmental Quality describes indirect
impacts as those "that are caused by the action and are latex in time or farther removed in
distance, but are still reasonably foreseeable" (40 CFR 1508.8). Cumulative effects, are
"impacts on the environment which results from the incremental impact of the action when

added to other past, present, and reasonably foreseeable future actions regardless of what
agency (federal or nonfederal) or person undertakes such other actions" (40 CFR 1508.7).
The area studied for this assessment is an approximately 62 acre (< 1 square mile)
watershed surrounding the Airport and the proposed roadway realignment project. This
watershed area is included in U.S. Geological Survey (USGS) 8-digit hydrologic unit
03030004. Land use in the area is characterized by low density residential and small
commercial development surrounding large tracts of undeveloped forested land, some of
which is managed for timber production.
In the project area, the existing alignment of NC 22 provides access to numerous
residences, a small nursery operation, a storage warehouse facility, and the Moore County
Airport facility. In the past several years, the Airport Authority has purchased several
residential properties along NC 22 which were adjacent to the Airport property because they
were located within the runway approach zones. The existing Airport Road alignment
provides access to numerous private residences, a private golf course and residential
community, the O'Neil School, and Sand Hills Community College. The proposed roadway
alignments will maintain access for these parcels as well as provide new roadway access fox
two parcels that do not currently have direct access to these roads (see Table 1 below).
These parcels are in the Town of Southern Pines jurisdictional limits; the Town's tax records
indicate no zoning designation has been established for these parcels.
Table 1. Properties Gaining New Access to NC 22 or Airport Road
--
Parcel PIN Property Owner and Mailing Address Deed Acres
857308990058 Humane Society of Moore P.O. Box 203 12.5
County Southern Pines.
857308991489 Alan Wakeman PO Box 2236 23.27
Southern Pines
Local Planning and Zoning
Land surrounding the proposed project is located within jurisdiction of the Town of
Southern Pines (Town). All development must comply with the Town's most current
version of the Unified Development Ordinance (UDO), last amended August 11, 2003.
This UDO includes an official zoning map which shows the boundaries of all zoning
districts within the Town's planiung jurisdiction. According to the most recent zoning map,
land surrounding the Airport carries an Airport hazard overlay (AHO) designation, which is
intended to superimpose over all other land zoning designations. The purpose of the AHO
is to protect the airspace surrounding the Airport from encroachment of incompatible land
use and development and places- additional height restrictions on buildings and trees
{Southern Pines, 1989). The proposed new intersection would be located within a Planned
Development Zoning District, which is subject to the AHO restrictions. Under the AHO,
land use or activities can not create electrical interference with navigational signals or radio
.communications between the airport and aircraft; make it difficult for pilots to distinguish
between airport lights and other lights; result in glare in the eyes of pilots using the airport;
impair visibility in the vicinity of the airport; create bird strike hazards or otherwise in any
way endanger or interfere with the landing, takeoff or maneuvering of aircraft intending to
2

use the airport. As outlined in the UDO, the following uses and activities are specifically
prohibited within the AHO area:
• Residential uses (use classification 1.000)
• Educational, cultural, religious, philanthropic uses (use classification 5.000)
• .Recreation, amusement and entertainment uses (use classification 6.000)
• Institutional residences or care or confinement facilities (use classification 7.000)
• Restaurants, bars and nightclubs (use classification 8.000)
• Nursery schools and day care centers (use classification 22.000)
• Special events (use classification 26.000)
• The permanent aboveground storage of flammable liquids and gasses.
In addition to NCDOT's Transportation Improvement Program (TIP), Moore
County has also developed acounty-wide transportation plan which addresses road
widening, parkways, bypasses and other projects designed to provide overall transportation
benefits to the county (Moore County, 2002).. This transportation plan includes
recommendations for local street extensions and connectors and offers land use
recommendations. Planned or completed roadway improvements which impact. traffic in
the region and near the Airport includes:
• U.S. 1: Widening to 4 lanes, part on new location.- Identified as NCDOT TIP
R-0210, R-2502, and U-3324.
• NC 211: Widening to multi-lanes from US 220 TO US 15/501, with a bypass of
Pinehurst on new location, to the traffic circle in Pinehurst. NCDOT TIP R-2591,
R-2592, and R-2812
• NC 24/27:. Construction of 4 lanes on new location from SR 1640 to NC 87.
NCDOT TIP R-2212, R-2528, R-2529, and U-3628.
• NC 5: widening to multi-lanes, from US 1 in Aberdeen to the southern city limits of
Pinehurst. NCDOT TIP R-4743.
Documentation and Background Information
Information gathered for this qualitative I&CE impacts assessment included review
of several documents to collect both short- and long-range transportation planning
information for projects that will affect the both the study area and Moore County. These
documents are therefore incorporated as supporting documentation and as references for
this assessment. They include the following:
• Triangle Planning Unit, NCDOT Transportation Planning Unit
• Triangle Area Rural Transportation Planning Organization (TARPO)
• North Carolina's Statewide Transportation Plan, 2004 (a 25-year planning
document)
• North Carolina's Statewide Strategic Highway Corridors Plan [Corridor 25:
Charlotte to Fayetteville (NC 24, NC 27, NC 87) and Corridor 34: Rockingham to
Raleigh (LTS 1 to I-40)]

• NCDOT Lee County/Sanford/Broadway Comprehensive Transportation Plan
Survey
• NCDOT Division 8 TIP Plan fox 2004-2010
• Triangle J Council of Governments, Regional Planning Program
• Triangle GreenPrint Regional Open Space Assessment
• Southern Pines, Aberdeen, and Pinehurst Thoroughfare Plan (1990)
• Highway 22/Nick's Creek Land Use Plan (November 10, 1998)
• County-wide Surface Transportation Plan, Moore County (Apri12002)
In addition to these completed or ongoing studies, a Moore County Transportation
Plannuig Study is currently being conducted by the NCDOT Transportation Planning Unit
(contact Travis Marshall, PE).
Natural Resources
To support the proposed work, an Environmental Assessment (EA) document was
prepared by TBI on behalf of the Airport Authority in 1999. Natural resource investigations
and field surveys were first completed for the EA document in 1998 by Dr. J.H. Carter III &
Associates, Inc. Subsequent stream and wetland delineations and protected species surveys
were conducted on January 20 and 21, 2004 and July 5, 2005 by Mulkey, Inc.
Water Resources
The study area is located entirely within the Cape Fear River subbasin 03-06-14 and
is shown on the USGS topographic map for Southern Pines. An unnamed tributary (UT) to
Juniper Branch is located in the study area west of the Moore County Airport facility.
Juniper Branch is a tributary to Nicks Creek, which is located in the project vicinity west of
the study area (Figure 3). Juniper Branch is identified as NCDWQ index 18-23-3-2 and is
classified as WS-III waters from its source to the Nicks Creek confluence. Waters classified
as WS-III are used as sources of potable water where a more protective WS-I or II
classification is not feasible and are protected for other uses. They are generally in low to
moderately developed watersheds.
.The Juniper Branch UT originates in a wetland system located west of NC 22 and
the Moore County Airport and drains in a westerly direction to Juniper Branch. The
National Wetlands Inventory (NWI) map of the area designates this wetland system as a
palustrine needle-leaved evergreen saturated forest (PFO4B) and palustrine broad-leaved
deciduous saturated forest (I'FO1B). This wetland community can also be described as a
streamhead pocosin. A sanitary sewer line which connects to the Airport was installed
across the wetland by the Town of Southern Pines during the summer of 2003. This sewer
line, which has a 20 foot wide maintained easement, traverses the wetland in a northeast to
southwest direction.
4

A man-made pond nearly 0.5 acre in size is located in the study area above the
headwaters of the Juniper Branch UT (Figure 3). The presence of irrigation piping,
abandoned plantings and pots, and weed-block fabric located around the pond indicates the
previous landowner used the pond for irrigation of a plant nursery. An outfall pipe drains
overflow waters from the pond toward the downstream wetlands and contributes to the
UT's headwaters.
There are no high quality waters (HQW), outstanding resource waters (ORW), or
drinking water supply waters (WS-I and WS-II) within a one mile radius of the project study
area. There are currently no 303(d) listed streams within a one mile radius.
Biotic Resources
Biotic resources surrounding the project site are indicative of moderately developed
urban communities. Dominant communities identified during the field investigations and
included in the EA consist of streamhead pocosin, fallow/open fields; mixed hardwood-pine
forest; and man-dominated. Aerial photography of the airport facility and the surrounding
natural and built communities is shown in Figure 4.
One highly disturbed wetland area is located southeast of the SR 1843 and NC 22
intersection. The site has been graded and filled with sand in the past. Severe erosion has
exposed the original profile in places. Historically, this site consisted of streamhead pocosin
and Sandhills seep community types. Currently the site is forested with young loblolly pine
(Pinus taeda) with an understory of alder (Alnus serrulata), eastern false-willow (Baccharis
halimifolia), and southern bayberry (Myrica cerifera). Herbaceous species include bluestems
(Andropogon spp.), slender rush (juncos tenuis), northern dewberry (Kobus flagellaris), netted
chain-fern (1~oodsvardia areolata), and beak rushes (Khynchospora spp.).
An old pond site, mapped as a streamhead pocosin community type, is located
opposite the entrance to Warrior Woods on NC 22. This area is dominated by tulip popular
(Liriodendron tulipifera) with an open understory of red maple (Ater rubrum) and sweetbay
(Magnolia virginiana). The dominant herbaceous species is cinnamon fern (Osmunda
cznnamomea).
A large streamhead pocosin occurs west of NC 22 and north of SR 1843. This
wetland area is dominated by pond pine (Pinus serotina) and tulip popular with a dense
understory of red maple, titi (Cyrilla racem~ora), fetterbush (Lyonia lucida), sweetbay, red
chokeberry (Sorbus abrutifolia), and laurel-leaved greenbriex (Smilax laurifolia).
The project corridor southwest of the existing intersection has been highly disturbed
by residential development, agriculture and dirt roads. Sandhills Community College is
located just west of this area.. The overstory consists mainly of second-growth longleaf pine
(Pinus palustris) with a few scattered loblolly pines, and the understory consists of scrub oaks
(,Quercus spp.) and loblolly and longleaf pine saplings. Manicured lawns contain laurel oaks
(,Quercus laurifolia) and ornamental shrubs. An open field located adjacent to the southwest
corner of the intersection contains mostly bluestems.

The area northwest of the intersection is private land forested with second-growth
longleaf pine with an understory of blackjack (Quercus marilandica) and turkey oaks (Q. laeuis).
There is a sparse ground cover of Carolina wiregrass (Aristida stricta). Depressional areas
draining this upland area is covered with typical streamhead pocosin vegetation and has an
overstory of pond pine.` The understory is dense with fetterbush, sweet gallberry (Ilex
co~zacea), laurel-leaved greenbrier and switch cane (Arundinaria tecta). Residential mobile
homes, 3 small man-made ponds, fallow fields, and part of the Forest Creek Golf Club make
up this corner of the intersection. The area northeast of the O'Neil School is characterized
by mature long-leaf pine stands with a sparse wiregrass understory. This area has been
thinned. and burned and is part of the red-cockaded woodpecker (Picoides borealis) habitat
found within one-half mile of the project site..
Warrior Woods residential community and The Carolina Golf Community are
located southeast of the NC 22/Airport Road intersection. Forested areas have an overstory
of longleaf pine with a moderate to dense understory of turkey oak. Carolina wiregrass is
present in some areas. Adjacent to this area is a site that was planned and graded fox
development that was later abandoned; the property was purchased by the Airport Authority
and is now part of the airfield. It now contains mostly bluestems while the adjacent hillside
is a dense tangle of northern dewberry, young pines and shrubs.
Demographics, Employment, and Local Plans
Expansion and development of commercial and industrial businesses in the
surrounding areas will offer employment opportunities, which in turn will create a demand
for infrastructure, residences, and support services. According to the U.S. Census Bureau,
population growth in Moore County was .expected to increase from about 74,769 (as of 2000
data) to over 80,000 by July 2004. The Town has a population of 10,918 as of 2000 and was
expected to increase to 11,424 by 2003. As of July 2005 approximately 30,082 people are
employed in Moore County. The County has an unemployment rate of 5.3 percent, which is
slightly higher than the current national average. Most people in Moore County axe
employed by First Health of Carolina, Inc. Hospital and various golf resorts located in
Pinehurst. Both population growth and the unemployment rate will drive the demand fox
employment centers, which in turn will require increased services and housing. Large tracts
of undeveloped land near the urban centers surrounding the project site are expected to be
developed to satisfy these demands. Associated services for water, sewer, electricity,
telephone, and other utilities are currently being expanded by local municipalities to support
this anticipated development.
The Airport facility is located widen portions of the extraterritorial zoning
jurisdictions (ETD's) of both the Town of Southern Pines and the Town of Whispering
Pines. The majority of the roadway relocation is located within Southern Pines' jurisdiction.
Southern Pines has developed long-term growth and development policies for this area, as
published in their thoroughfare and land use plan documents. These documents include the
land on the western boundary of Highway 22, between the planning jurisdictions of
Southern Pines, and the Town of Carthage, which encompasses the area of the proposed
roadway relocation.

In the immediate area of the proposed project, local development and zoning call for
low-density residential (Planned Development) and commercial uses. Specifically, this
district is designed to accommodate mixed land uses, such as office buildings and service
facilities and in limited circumstances, light manufacturing and assembly facilities. The land
use regulations are intended to (1) encourage planned, large-tract development including
service, office and limited light industrial uses; (2) exclude very intensive commercial uses
and heavy industrial uses as acceptable land uses; (3) encourage development in areas which
are located on major thoroughfares and collector streets; (4) encourage vehicular access from
service drive and other local streets; (5) provide performance standards to help ensure
compatible land uses; and (6) encourage common or shared parking. The proposed road
and intersection relocation project is consistent with local development and zoning policies.
The Village of Pinehurst, located southwest of the Airport, has initiated a public
utilities capital improvements plan (fiscal years 2006 through 2010). Highlights of this plan
include construction of a new fire station, development of new parks and recreation
facilities, roadway improvement projects, and a storm water master plan for managing storm
water runoff Anew fire station will be constructed to replace the existing location on
Community Road and will include expanded facilities for a command center, administrative
offices, and equipment storage.. Over 24 miles of pedestrian and non-motorized vehicle
pathways and greenways will be constructed throughout Pinehurst. West Pinehurst
Community Park, Rassie Wicker Park, and Cannon Park Recreation Centers will be
constructed in order to meet demand for additional recreation facilities in Pinehurst.
The Moore County Planiung Department has a Land Use Plan, but it does not
directly affect the Airport since the facility is outside of the County's planning jurisdiction.
Nearby Lee County, and the towns of Sanford and Broadway, have implemented several
business incentive plans designed to support growth of the area. This plan was designed to
provide guidance during the review of rezoning requests, site plan proposals and subdivision
proposals. The Broadway area, which is a small bedroom community of the Sanford and
Triangle areas, has numerous locally owned and operated businesses. The plans developed
by local governments have been designed to address current growth in the region and to
provide additional capacity for continued growth. The proposed roadway and intersection
realignment will not conflict with these plans.
Commercial and industrial businesses located in the study area do not discharge any
waste water into Juniper Branch UT surface waters. The National Pollutant Discharge
Elimination System (NPDES) permit program controls water pollution by regulating point
sources that discharge pollutants into waters of the United States. Point sources are discrete
conveyances such as pipes or man-made ditches. Industrial, municipal, and other facilities
must obtain permits if their discharges go directly to surface waters. There axe five NPDES
dischargers in the region; however, according to the October 5, 2005 list of permitted
dischargers there are currently none located within aone-mile radius of the study area.
The Moore County Airport Master Plan, which is the official planning vehicle for
airport development and has been accepted by the FAA and North Carolina Division of
Aviation, includes the proposed roadway and intersection realignment to resolve the various
safety violations of the existing intersection.

Other regional planning issues that will impact the project area near the Airport
include construction of the Randleman Dam; the expansion of NC 27/24 and US 1 to multi-
lane facilities and proposed designation as interstate highways; the continued growth and
development of the Fort Bragg military structure; growth and expansion of the Triangle area
as a whole; and the proposed Chatham-Wake nuclear waste site. Each of these issues will
contribute to both residential and commercial development in the region.
The North Carolina Division of Land Resources (DLR) requires submittal of a
Sediment and Erosion Control Plan fox any activity disturbing more than one acre of land.
They also require that temporary construction impacts due to erosion and sedimentation be
minimised through implementation of an erosion control schedule and the use of Best
Management Practices (BMPs). Implementation and enforcement of existing regulations
will provide protection of surface waters in the study area from excessive sediment runoff.
The DLR approved a sediment and erosion control plan for this project and issued a
National Pollutant Discharge Elimination System (NPDES) Stormwater Permit NCGO1000
on August 19, 2005.
Potential for Indirect and Cumulative Effects.
According to guidance developed for assessing I&CE impacts caused by
implementation of transportation projects, several factors axe taken into consideration when
evaluating the potential for impacts. The following is an assessment of these factors as they
relate to the proposed project.
• Conflict with Local Plan
As previously discussed, the proposed project is consistent with local and regional
planning. Improvements to the NC 22 corridor, including the proposed project, are
included in current study versions of the Town of Southern Pines' thoroughfare plaruung
documents.
• Explicit Economic Development Purpose
The purpose of this project is to remedy safety violations of the existing roadway
and intersection relative to Runway 5 at the Moore County Airport and bring the
intersection into compliance with FAA regulations. This project is not related to economic
development purposes.
• Stimulation of Complimentary Land Development
Stimulation. of complimentary land development is most likely to occur when
projects are located near interchanges in rural areas, where property values were originally
low. Specific types of development may include highway-oriented businesses such as gas
stations, rest stops, and hotels. Complementary development can occur in urban and
suburban areas as well, and is more likely to be associated with a greater proportion and mix
of higher density uses. Since this project will relocate an existing roadway and intersection, it
is expected to have little to no stimulation of complimentary land development in the area
surrounding the Airport.

• Notable Features in the Project Area
An unnamed tributary to Juniper Branch and pocosin wetland areas are located in
the project area. These resources are described in the EA as well as in previous sections of
this assessment document. Roadway alignment and design has avoided and reduced stream
crossings and wetland impacts to the extent possible without restricting the intent of the
protect.
The proposed culvert design follows NCDWQ guidelines, using equalizer pipes to
maintain wetland hydrology and floodplain pipes placed at ox above bankfull capacity in
order to carry the high flows while one larger pipe is buried 1 foot below the bed in the
natural channel location. This design allows less water to be carried through the larger pipe
and thus reduces the likelihood of severe erosion occurring downstream of the pipe outlet.
This also allows the stream to maintain its natural bankfull dimensions, including both area
and top width, thereby securing the overall stability of the natural stream system.
Analysis of Indirect and. Cumulative Effects.
This analysis is by necessity a brief overview of potential impacts to natural
resources from indirect and cumulative effects. A summary of the indirect and cumulative
effects analysis indicates the following:
Growth trends indicate the. Town of Southern Pines and other surrounding
communities in Moore County are continuing to grow at a moderate pace. All
community services are then by necessity needed to grow to meet the demands of
the population. The NC 22 and Airport Road intersection relocation and roadway
realignment project is not expected to increase current growth trends.
Local changes in zoning designations or land use are not anticipated as a result of
this project. Much of the land surrounding the Airport and the roadway project are
already zoned for controlled low-density residential and small commercial
development. These limits on development density will control the amount of
impervious surface per acre which, in turn, will limit increases in surface water
nznoff.
• The NCDOT concurs with the proposed roadway and intersection design. The
stream crossing culvert design closely matches the natural stream channel length and
slope, minim;~es the amount of stream buffer disturbance, m;nim;~es potential
impacts to adjacent properties (right of way considerations), and would not be
anticipated to require anything more than normal routine maintenance.
• Plant communities in the proposed project area are moderately fragmented and
disturbed. Past land use practices (timber harvesting) have created a successional
community in some areas with a mosaic of mixed hardwood-pine stands
approaching maturity and young loblolly and long-leaf pine dominated stands.
These communities are not unique to the area and provide wildlife habitat primarily
to those species that have adapted well to man-dominated and disturbed
communities.

One area on the northwest side of the existing intersection provides appropriate
RCW habitat. In a letter dated September 2, 2005, the U.S. Fish and Wildlife Service
(USFWS) concurred with the biological opinion that this project is not likely to
adversely affect the RCW and will have no effect on any other federally protected
species listed fox Moore County. The letter further states the USFWS agrees that
Section 7 consultation requirements have been satisfied for this project.
The potential exists for temporary water quality degradation in the Juniper Branch
UT. Adherence to regulations during construction to protect these resources will
help ensure that they are not negatively impacted or that impacts are minimal
Landowners with large tracts of land may have a negative perception of the project
if they were previously planning to develop land adjacent to the existing roadway or
intersection location. The NC 22/Airport Road project is not expected to increase a
transition from residential to business land uses.
The consequences of potential ecological effects can include issues such as changes
in community structure or relative abundance of various species, changes in
ecosystem function, and changes in ecosystem ability to support life. On a small
scale, these factors may not at first seem significant, but over time and across
landscapes, they can add up to large changes in the overall makeup of an area or
region. With proper adherence to regulations, it is not anticipated that this project
will produce substantial changes in the ecological makeup of the study area;
therefore, the consequences of such effects are expected to be minimal.
Mitigation of I&CE Impacts
As noted previously in this report, several layers of federal, state, and local
Yegulations and ordinances designed to protect the natural environment, and water quality in
particular, already exist. All roadway projects, whether completed by the Airport Authority
or NCDOT, must follow these guidelines in order to mitigate potential I&CE impacts.
The regulations and programs listed below are not intended to be definitive or
restrictive. New rules and regulations may be promulgated in the future that will provide
additional levels of environmental protection. It is expected that other local municipal or
county regulations will provide additional levels of environmental protection.
Federal and State Regulations
• Clean Water Act: Section 404 and Section 401. These programs regulate impacts to
jurisdictional surface waters, including streams, wetlands, and certain impounded
waters. All private and public construction activities must obtain applicable permits
and certifications prior to commencing work that will affect these regulated
resources. Primary components of the 404 and 401 programs is the requirement fox
avoidance and minimization of impacts before the agencies consider permit
applications.
10

• :Clean Water Act: Section 303(d). Waters identified by the State as not supporting
the intended uses must be identified on a statewide list of impaired waters. Water
pollution sources must be identified and the total maximum daily limits (TMDL) of
pollutants allowed must be allocated among the permitted dischargers.
• Clean Air Act: Moore County has not been designated an ozone nonattainment area
by the US Environmental Protection Agency (USEPA). Local and state regulations
are in place ox being developed which will outline transportation conformity
requirements for meeting air quality goals of the State.
• Endangered Species Act of 1973: Protects and conserves natural habitats of species
that have been listed by the US Fish and Wildlife Service (USFWS) as threatened or
endangered.
• National Flood Insurance Program (NFIP): Protects stream riparian areas and
wetlands, as well as water quality, by restricting floodplain development.
• National Pollution Discharge Elimination System (NPDES): Stormwater discharges
controlled by NPDES axe regulated by NCDWQ's Phase I and Phase II permit
program. Under the Phase II program, local governments are required to
implement measures for reducing and managing stormwater.
• North Carolina Archaeological Resources Protection Act (NCARPA):
Archaeological resources on private ox public lands are protected under NCARPA,
the Unmarked Human Burial and Human Skeletal Remains Protection Act, the
North Carolina Archeological Record Program, the State Environmental Protection
Act, and other federal laws. The USACE requires an archeological review for
projects needing a Section 404 permit.
North Carolina Sedimentation and Pollution Control Act: Land disturbing activities
such as construction projects must install and maintain adequate sediment control
measures that prevent sediment from entering streams. The NC Division of Land
Resources regulates construction activities by requiring application for a sediment
and erosion control permit.
North Carolina Clean Water Management Trust Fund: Anon-regulatory program
that was created to address water quality problems by eliminating pollution,
protecting and conserving unpolluted surface waters, and establishing riparian
buffers.
Local Ordinances and Regulations
• Unified Development Ordinance, Adopted December 12, ,1989.. The Airport
Hazard Overlay (AHO) district restricts perntted land uses within the zoning
designations surrounding the Airport.
11

Unified Development Ordinance: Tree Protection Rules (UDO Section 316)
provides for the retention and protection of large trees when land is developed.
• Unified Development Ordinance: Riparian Buffer Rules (UDO Section 180.2,
Article ~: Requires a minimum thirty (30) foot vegetative buffer fox development
activities along all perennial waters indicated on the most recent versions of U.S.G.S.
1:24,000 (7.5 minute) scale topographic maps or as determined by local government
studies.
Moore County Land Use Plan: The primary goal is to preserve and protect the rural
agricultural nature of Moore County. The eleven municipalities in Moore County
have designated Urban Service Boundaries or areas within which urban services
could be provided over the next 10-15 year period. These boundaries do not imply
or guarantee that urban services will be provided. The boundaries designate areas
capable of accepting urban-type development as well as areas slated for low-density
development and assist in the development of appropriate land use regulations.
• Unified Development Ordinance: Zoning Ordinances. Floodplain Hazard Overlay
(UDO Sections 140, 253, 254). The Town of Southern Pines has an overlay district
of all general zoning districts for the purpose of protecting people and property
from the hazards of flooding. The flood hazard districts restrict placement of
artificial obstructions within any floodway. No building may be constructed and no
substantial improvement of any existing building may take place within any
floodway.
• Unified Development Ordinance: Erosion and Sediment Control Program (UDO
Section 266). Erosion and sediment control plans are required for any land
disturbing activities. Before any permits are issued by the Town of Southern Pines,
an approved erosion control permit must be issued by the North Carolina
Department of Environment, Health and Natural Resources.
Conclusion
It is reasonable to conclude that relocation of the NC 22 and Airport Road
intersection and real?a ment of the roadways-will not increase ecological impacts beyond
those expected from current and future development plans for the region. The federal, state,
and local regulations and ordinances that currently exist adequately provide protections for
the natural environment and provide controls to limit I&CE impacts.
12

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® National Wetland Inventory (NWI)
SURFACE WATER RESOURCES
M U L K E Y Relocation of NC 22 and Figure No.
Realignment of SR 1843 (Airport Road)
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MULKEY
ENGINEERS & CONSULTANTS
PO Box 331 27
RALEIGH, NC 27636 ~ O e 5 2 1 5 8
PHONE: [phone]
FAx: [phone]
LETTER OF TRANSMITTAL
To: Mr. John Hennessy Date: December 5, 2005
NC Division of Water Quality
Transportation Permitting Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
From: Cindy Carr '~ J "`HAND DELIVERED"
Re: NC 22 and SR 1843 Intersection
Relocation and Roadway Realignment Job No.: 2000206.01 (M)
404/401 Individual Permit Application
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
7 12/2/05 404/401 Individual Permit Application Package
1 12/2/05 Check for Processing Fee
These are transmitted as checked below:
^ As requested ^ For your use
® For approval ^ For Signatures
^ For review and comment ^
Remarks:
If you have any questions or need additional assistance please call me at [phone]
CC:
Receipt
Signature:
o~~~~-
pE~; ~ ?~"
®E-V+~ - uYATrr
y~ETLpNpS ANQ S?Q.,
~:>'.
t~
,.

Environmental Assessment
Relocate Intersection of NC 22 and SR 1843
Moore County, North Carolina
Prepared for:
Moore County Airport
PO Drawer 5809
Pinehurst, NC 28374
With Assistance From:
Federal Aviation Administration
1701 Columbia Ave., Suite 2-260
College Park, ~A 30337-2747
Nor#xi Carolina Department of Transportation
Division of Aviation ;'
6701 Aviation Parkway
Raleigh Durham Airport
Raleigh, NC 27623
Prepared By;
TALBERT 6~ BRIGHT, INC.
Engineering. and Planning Consultants
321 North grant Street
Wilmington, North Carolina 28Q01
Phone: 91Q-763-~35Q Fax: [phone] Email: tbil(~wilmington.net
AUGUST 20, 1999
THIS ENVCINI~NTAL ASSESSMENT BEGQMES A FEDERAL DUCLTMEATT WHI1N
EVALUATED AND SIGNED BY THE RESP4NSlBLE FAA OFFICIAL.
RESP01~5I~i.E FAA OFkTCIAL DATE

1 TABLE OF CONTENTS
1 PURPOSE AND NEED ............................................................................................1
' 1.1 Background Information ......................................................................................... 1
1.1.1 Location .......................................................................................................... 1
1.1.2 Existing Facilities ........................................................................................... 1
1.1.3 Existing Airport Operations ............................................................................ 3
1.1.4 Cumulative and Connected Actions ................................................................ 3
1.2 Purpose and Need for Action .................................................................................. 5
' 1.2.1 Safety Concerns .............................................................................................. 5
1.2.2 Additional Benefits of Proposed Project ......................................................... 9
1.3 Scope of the Environmental Assessment Document .............................................. 9
' 2 ALTERNATIVES ................................................................................................... 10
2.1 Alternative 1-Relocate NC 22 and SR 1843 ...................................................... 12
' 2.2 Alternative 2 -Relocate NC 22 Only.•.•.•••••.•.•••......•.....•.•.•.•..•.••,•...•.•....,•••••..•.•.... 13
2.3 Alternative 3 - No Build Alternative . . 13

' 3 AFFECTED ENVIRONMENT & ENVIRONMENTAL CONSEQUENCES .18
3.1 Noise ..................................................................................................................... 18
3.1.1 Airport Noise ................................................................................................ 18
3.1.2 Roadway Noise .............................................................................................
3.2 Compatible Land Use . . 18
20
3.2.1 Compatibility of Project with Municipal Land Use Plans and Zoning......... 21
' 3.2.2 Land Use Impacts on Airport Operations .....................................................
3.3 Social Impacts ....................................................................................................... 23
24
3.3.1 Existing Social and Economic Conditions: Moore County .......................... 24
3.3.2 Study Area/Impact Area, Social Conditions .:::::::::::::::::::::::::::::::::::::::::::::::.
3.3.3 Relocation and Displacement: Acquisitions . . 25
26
3.4 Induced Socioeconomic Impacts .......................................................................... 27
.
3.5 Air Quality ...................................................................................................... 28
.....
3.6 Water Quality .................................................................................................. . 28
3.6.1 Stream Impacts .............................................................................................. 29
t .
3.6.2 Groundwater Impacts 29
...................................................................................
3.6.3 Stormwater Controls . . 31
3.7 Department of Transportation Act, Section 4(f) ................................................... 31
' 3.8 Historic, Architectural, Archeological, and Cultural Resources ..............:............ 31
3.9 Biotic Communities .............................................................................................. 32
3.10 Endangered and Threatened Species of Flora and Fauna ................................. 33
t 3.10.1 Red Cockaded Woodpeckers ........................................................................ 35
3.11 Wetlands ........................................................................................................... 36

t 3.11.1 Wetlands in Project Area ..............................................................................
3.11.2 Wetlands Impacts .......................................................................................... 37
40
3.11.3 Wetlands Mitigation Potential ...................................................................... 42
3.12 Floodplains ........................................................................................................ 42
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I Moore County Airport Road Relocation Page i August 20, 1 999

3.13 Coastal Zone Management Program ................................................................. 42
3.14 Coastal Barriers ................................................................................................. 43
3.15 Wild and Scenic Rivers ..................................................................................... 43
3.16 Farmland ........................................................................................................... 43
3.17 Energy Supply and Natural Resources ............................................................. 46
3.18 Light Emissions ................................................................................................ 46
3.19 Solid Waste Impact ........................................................................................... 46
3.20 Construction Impacts ........................................................................................ 46
3.21 Other Considerations ........................................................................................ 48
3.21.1 Environmental Justice ................................................................................... 48
3.21.2 Hazardous Waste .......................................................................................... 48
TABLES
Table 1 -Summary of Environmental Impacts and Safety Benefits ................................. 1 l
Table 2 -Summary of Roadway Noise Receptors ............................................................ 20
Table 3 -Summary of Land Use Impacts Within Immediate Project Area ...................... 23
Table 4 -Moore County Population by Age and Race: 1990 Census .............................. 24
Table 5 -Project Area Population Estimate ...................................................................... 25
Table 6 -Census Summary: Study Area .......................................................................... 26
Table 7 -Summary ofDisplacements/Relocations ........................................................... 27
Table 8 -Wetlands Impacts -Alternative 1 ..............:....................................................... 40
Table 9 -Wetlands Impacts -Alternative 2 ...................................................................... 41
FIGURES
Figure 1 - Location Map ......................................................................................................2
Figure 2 - Current Airport Facilities and Planned Development ...................................... ..4
Figure 3 - Airspace Violations of Existing Intersection .................................................... ..7
Figure 4 - Alternative 1 ..................................................................................................... 15
Figure 5 - Alternative 2 ..................................................................................................... 16
Figure 6 - Alternative 3 ..................................................................................................... 17
Figure 7 - Noise Receptors ................................................................................................ 19
Figure 8 - Land Use ........................................................................................................... 22
Figure 9 - Stream Locations .............................................................................................. 30
Figure 10 -Wetlands Map ................................................................................................. 39
Figure 11 -Soil Survey Map ............................................................................................. 45
APPENDICES
Appendix A -Project Correspondence
Appendix B -Biological Assessment
Appendix C -Limited Phase I Environmental Site Assessment
Appendix D -Engineer's Opinion of Probable Cost
Appendix E -List of Preparers
Appendix F -Wetlands Plats and Data Sheets
Appendix G -List of Report Recipients
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Moore County Airport Road Relocation Page ii August 20, 1999

1
#,
1 PURPOSE AND NEED
The Moore County Airport proposes to relocate the intersection of Highway NC 22 and
State Road (SR) 1843 (Airport Road) southwest of the airport to comply with safety
criteria developed and published by the Federal Aviation Administration (FAA). The
existing road configuration violates several FAA safety areas and clearance requirements
identified in Advisory Circular 150/5300-13, Airport Design; Federal Aviation
Regulations Part 77, Objects Affecting Navigable Airspaces; and United States Standards
for Terminal Instrument Procedures. There is a significant public safety benefit to be
derived from this road relocation for both aviation and vehicular traffic in Moore County.
The existing roadway intersection is located approximately 1,200 feet from the end of
Runway 5, the primary instrument approach runway at the airport. In the area of the
intersection both roads currently violate the FAA clearance requirements for the runway
safety area and runway object free area, and NC 22 violates the inner-approach obstacle
free zone. In addition, required 34:1 and 50:1 approach surface clearances over NC 22
are not met. It is also desirable for these roadways to be relocated outside of the current
runway protection zone to the maximum extent feasible. Once the intersection of the
roads is relocated, a new entrance road from NC 22 to the airport will be needed.
1.1 Background Information
1.1.1 Location
Moore County is located near the geographic center of North Carolina, bordered by
Chatham and Randolph Counties to the north, Lee, Harnett, Hoke and Cumberland
Counties to the east, Richmond County to the south, and Richmond and Montgomery
Counties to the west. The county seat of Carthage is located approximately 70 miles
southwest of Raleigh and 100 miles east of Charlotte. Southern Pines is the largest city in
the county, with other towns including Robbins, Whispering Pines, Vass, Pinehurst,
Aberdeen and Pinebluff. Moore County is in the heart of North Carolina's Sandhills
region. The region is internationally known for the quality of its golf courses, especially
the areas around Pinehurst and Southern Pines. The Moore County Airport is located
between Whispering Pines and Southern Pines along Highway NC22. Figure 1 shows the
location of the airport.
1.1.2 Existing Facilities
Since its establishment in the 1920's, the Moore County Airport has evolved from a dirt
airstrip to its current status as a 500 acre facility with commercial air service. The
airport was acquired by Moore County in 1935, and dedicated as a public airport in 1937.
The U.S. Army leased the airport during World War II, with control returned to the
' county after the war. The airport is now managed by the Moore County Airport
Authority, which was established in 1993.
t The airport has a 5,503 foot x 150 foot asphalt runway (Runway 5-23) and a 3,100 foot x
100 foot turf crosswind runway (Runway 14-32). An asphalt taxiway runs parallel to and
' along the entire length of Runway 5-23. The distance between the centerline of the
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 1 August 20, 1999

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parallel taxiway and the centerline of Runway 5-23 is 400 feet. Five stub taxiways,
ranging in width from 35 feet to 60 feet, connect Runway 5-23 and the parallel taxiway.
Hangars at the airport consist of six T-hangar buildings (one of which is under
construction), four executive hangar buildings (one under construction), and a large
maintenance hangar. Runways 5 is a precision instrument approach runway, with a
localizer, glide slope, and 1,400 foot medium-intensity approach lighting system
(MACS). Runway 23 is anon-precision instrument approach runway, and Runways 14
and 32 (the turf landing strip) are visual runways. Figure 2 shows existing and planned
facilities at the airport. (The proposed road relocation is not shown on Figure 2. Section
2 discusses the alignment of the relocated roads.)
NC 22 and SR 1843 are two lane hard surface public roadways. NC 22 is classified as a
rural arterial road. Based on information from the N.C. Department of Transportation,
average daily traffic on NC 22 is 7,500 vehicles south of the intersection with SR 1843,
and 4,800 vehicles north of the intersection. SR 1843 is classified as a rural collector
road, and has average daily traffic of 2,000 vehicles east of the intersection and 6,700
vehicles west of the intersection.
1.1.3 Existing Airport Operations
The Moore County Airport is a commercial service airport, and has an estimated 42,000
' operations per year ofsingle-engine, multi-engine and jet aircraft. The airport averages
four scheduled air carrier flights per day. It is anticipated that over 50,000 enplaning and
deplaning passengers will use the airport this year. A large number of the passengers are
tourists visiting Moore County to play golf at the internationally known local courses.
By providing commercial airline service, the Moore County Airport serves as a
significant stimulus to the regional economy. The direct, indirect, and induced economic
impacts of the airport have been substantial, totaling over $15,000,000 annually (from the
May, 1996 Moore County Airport Master Plan Update).

~%

1.1.4 Cumulative and Connected Actions
As part of the FAA-mandated master planning process, the May, 1996 Moore County
Airport Master Plan Update identified future airport projects unrelated to relocation of
the intersection of NC 22 and SR 1843 (cumulative actions). Proposed airport projects
from the Master Plan Update are shown in Figure 2, and consist generally of land
acquisition, strengthening of Runway 5 (not shown), closure of the turf runway 14-32,
addition of high intensity runway lights (HIRLs) to Runway 5, construction of additional
hangars, modification of the existing terminal septic system, and expansion of existing
aprons, terminal buildings, and auto parking. Land acquisition projects are on-going as
land becomes available, and consist of easement and fee-simple acquisition to prevent
non-compatible land uses and to enable the airport to clear trees and other obstacles from
the Runway 5-23 approaches. Each project will be reviewed and completed in accordance
with all applicable rules and regulations.
This environmental assessment addresses the proposed relocation of the intersection of
SR 1843 and NC 22, which was included as Stage I development (1995-2000) in the
Master Plan Update. Alternatives for the proposed intersection relocation are discussed
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 3 August 20, 1999

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in detail in Section 2. The proposed intersection relocation includes construction of a
new entry road from the relocated NC 22 to the airport terminal buildings (connected
action). The new entry road is required to meet NC DOT intersection geometry
requirements and to provide safer access and better traffic flow to the airport. This
connected action is discussed in this Environmental Assessment as an integral part of the
intersection relocation. There are no other connected actions.
1.2 Purpose and Need for Action
The purpose of the proposed relocation of the intersection of NC 22 and SR 1843 is to
comply with safety criteria developed and published by the FAA and therefore improve
the safety of aviation and vehicular traffic in Moore County. The existing road
configuration violates several FAA safety areas and clearance requirements. Specific
safety concerns are discussed in detail in Section 1.2.1. Additional benefits derived from
the intersection relocation are discussed in Section 1.2.2.
1.2.1 Safety Concerns
The existing roadway intersection is located approximately 1,200 feet from the end of
Runway 5, the primary instrument approach runway at the airport. In the area of the
intersection both roads currently violate the FAA clearance requirements for the runway
safety area and runway object free area, NC 22 violates the inner-approach OFZ. In
addition, required 34:1 and 50:1 approach surface clearances over NC 22 are not met. It
is also desirable for these roadways to be relocated outside of the current runway
protection zone. Once the intersection of the roads is relocated, a new entrance road from
NC 22 to the airport will be needed.
The FAA sets standards for airport geometry in several sets of regulations including:
Advisory Circular 150/5300-13, Airport Design (Airport Design AC); Federal Aviation
Regulations (FAR) Part 77, Objects Affecting Navigable Airspaces; and United States
Standards for Terminal Instrument Procedures (TERPS). Figure 3 shows the roads and
the planimetric extent of the affected airspaces defined in these regulations. NC 22 and
SR 1843 violate several airspaces as follows:
• Approximately 175 feet of NC 22 is located in the Runway 5 runway
safety area.
• Approximately 450 feet of NC 22 and 420 feet of SR 1843 are located
in the Runway 5 runway object free area.
' • Vehicles traveling on NC 22 could violate the 50:1 slope of the
Runway Sinner-approach obstacle free zone by up to 6 feet depending
on the height of the vehicle and which lane the vehicle is traveling in.
1 • A 15 foot clearance is required over NC 22 in the Runway 5 inner
approach. The existing NC 22 is within 14 feet of the 34:1 approach
slope for Runway 5 (a 1 foot violation) and within 8 feet of the 50:1
approach slope for Runway 5 (a 7 foot violation).

DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 5 August 20, 1999

In addition, approximately 1,750 feet of NC 22 and 2,500 feet of SR 1843 are located in i
the Runway 5 runway protection zone. The affected airspaces are described in detail
below.

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DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 6 August 20, 1999 ,

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From the Airport Design AC, the FAA requires the runway safety area (RSA) be free of
objects, except for objects that need to be located in the RSA because of their function,
such as runway approach lights. The FAA also requires that objects higher than 3 inches
above grade in the RSA be constructed on low impact resistant (frangible) supports. The
Runway 5 RSA extends along the length of the runway and 1,000 feet beyond the runway
end, and is 400 feet wide centered about the runway. Approximately 175 feet of NC 22 is
located in the Runway 5 runway safety area.
The runway object free area (ROFA) is 800 feet wide centered on the runway centerline,
and, like the RSA, extends 1,000 feet beyond the runway end. ROFA clearing standards
from the Airport Design AC require the ROFA be clear of any objects not essential for
navigation or aircraft ground maneuvering. Approximately 450 feet of NC 22 and 420
feet of SR 1843 are located in the Runway 5 runway object free area.
From the Airport Design AC, the inner-approach obstacle free zone (OFZ) is a defined
volume of airspace centered on the approach area of Runway 5. Only runways with an
approach lighting system have aninner-approach OFZ, which begins 200 feet beyond the
' runway threshold and extends 200 feet beyond the last approach light. The inner-
approach OFZ for Runway 5 has a total length of 1,400 feet, and is 400 feet wide
centered on the runway centerline. The surface slopes up at 1 vertical foot for every 50
horizontal feet (50:1) beginning 200 feet from the runway threshold. No objects are
allowed to penetrate the surface except frangible navigational aids. Vehicles traveling on
NC 22 would violate the inner-approach OFZ by as much as 6 feet.

Both FAR Part 77 and TERPS define approach slopes for runways based on the type of
approach (precision instrument, non-precision instrument, or visual). Runways 5 is a
' precision instrument approach runway, with a localizer, glide slope, and 1,400 foot
medium-intensity approach lighting system (MACS). The required Runway 5 FAR Part
77 approach slope is a 50:1 slope beginning 200 feet from the runway threshold. The
required TERPS approach slope also begins 200 feet from the runway threshold, and
slopes up at 34:1. These approach slopes must be clear of objects to meet FAA safety
standards. In addition, FAR Part 77 requires a 15 foot clearance over public roadways.
The existing clearance over NC 22 is approximately 14 feet for the 34:1 approach slope
(a one foot violation) and 8 feet for the 50:1 approach slope (a seven foot violation).
Both roads are located in the Runway 5 RPZ. From the FAA Airport Design AC, the
function of the runway protection zone (RPZ) "is to enhance the protection of people and
property on the ground." The FAA recommends that the airport control the RPZ, and
"such control includes clearing RPZ areas (and maintaining them clear) of incompatible
objects and activities. Control is preferably exercised through the acquisition of
sufficient property interest in the RPZ." As part of a separate project, the airport is
pursuing the fee-simple or easement purchase of any non-airport owned land in the
Runway 5 RPZ. The Runway 5 RPZ is trapezoidal in shape, centered on the runway
centerline. Beginning 200 feet from the end of the runway, the RPZ widens from 1,000
feet to 1,750 feet over a distance of 2,500 feet. Approximately 1,750 feet of NC 22 and
2,500 feet of SR 1843 are located in the Runway 5 runway protection zone.
~.
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Moore County Airport Road Relocation Page 8 August 20, 1999

1.2.2 Additional Benefits of Proposed Project
The proposed intersection relocation includes construction of a new entry road from the
relocated NC 22 to the airport terminal buildings to meet NC DOT intersection geometry
requirements. In addition to the safety benefits of the proposed project described in
Section 1.2.1, the new entry road will provide the airport with safer access and better
traffic flow to the airport from NC 22.
1.3 Scope of the Environmental Assessment Document
This document has been prepared in accordance with Order 5050.4A, Airport
Environmental Handbook, Federal Aviation Administration, Department of
Transportation, October 8, 1985 and the Council on Environmental Quality's (CEQ)
Regulations for Implementing the National Environmental Policy Act (NEPA).
Comments from Federal, State and local agencies were solicited as described below, and
have been incorporated into this report.
Project scoping letters were sent to several Federal and State agencies in December, 1998
requesting comments for inclusion in this Environmental Assessment. Federal agencies
contacted were the U.S. Fish & Wildlife Service, U.S. Army Corps of Engineers
(Regulatory and Flood Plain Management branches), U.S. Department of Agriculture,
U.S. Environmental Protection Agency, the Federal Aviation Administration, and the
National Parks Service.
North Carolina government departments contacted directly or through the N.C. State
Clearinghouse Intergovernmental Review Process consisted of the N.C. Department of
Transportation Division of Aviation, the N.C. Department of Environment and Natural
Resources (DENR), the N.C. Department of Cultural Resources, the N.C. Wildlife
Resources Commission, the N.C. Department of Administration, and the N.C.
Department of Agriculture. Divisions within the N.C. DENR contacted were the
Division of Environmental Management, Division of Land Resources, Division of Forest
Resources, Division of Environmental Health, Division of Parks and Recreation, Division
of Planning and Assessment, Division of Water Quality, and Division of Soil and Water
Conservation. As discussed in Section 2, the N.C. Department of Transportation
Highways Division was contacted during the Master Plan Update and during the
preparation of this Environmental Assessment for input regarding roadway geometry and
design speed.
A local project meeting was held regarding the proposed realignment in February, 1997
with Talbert & Bright (preparer of this Environmental Assessment), the Town of
Southern Pines Director of Public Works and Planning Director, and the Moore County
Director of Planning and Community Development. The same month, these local
agencies, as well as the Town of Whispering Pines Planning and Zoning Administrator,
were provided with preliminary maps of the alignment layout, which is substantially the
same as the alignment discussed in Alternative 1, Section 2. Correspondence from and
to Federal, State and local agencies is included in Appendix A.
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Moore County Airport Road Relocation Page 9 August 20, 1999

2 ALTERNATIVES
As part of the Moore County Airport's FAA-mandated master planning process, the May,
1996 Master Plan Update identified the need to relocate the intersection of NC 22 and
SR 1843 due to safety concerns. The objectives of the road relocation are as follows:
'
• Locate NC 22 and SR 1843 outside of the Runway 5 runway safety area,
runway object free area, and inner-approach obstacle free zone.
' • Comply with 34:1 and 50:1 approach surface clearance requirements for
Runway 5.
' • Avoid locating the roads in the Runway 5 runway protection zone if possible.
If any part of the roads must be located in the runway protection zone to meet

' roadway geometry requirements, locate the roads as far as possible from the
runway threshold.
• Provide a new airport entry road from NC 22 for safer access and better traffic
flow to the airport.

' The Master Plan Update included a preliminary analysis of possible intersection
locations. These alternatives were examined for planning purposes, and were not
evaluated for conformance to North Carolina Department of Transportation (NC DOT)
geometry requirements. The preliminary alignments were provided to the NCDOT for
general comments during the Master Plan update process, and the following comments
were received (May 8, 19961etter included in Appendix A):
"1. The intersection of NC 22 and SR 1843 should be relocated as far as practical
from the approach zones to the runway. The maximum amount of both
vertical and horizontal clearance from the runway approaches is needed to
allow a standard traffic signal installation.
2. The approaches of SR 1843, Airport Road, should not be offset. SR 1843
' carries a significant volume of through traffic, and an offset intersection
would increase the delay and inconvenience to that traffic.
3. A realignment of NC 22 which is parallel and near to the existing NC 22
' would be favored because it would be the shortest, most direct route; however,
we would have no objections at this time to rerouting NC 22 further to the
west [than shown in the Master Plan Update]."
Three alternatives are analyzed in this Environmental Assessment for relocation of the
NC 22 and SR 1843 intersection. Alternative 1 consists of relocating portions of both NC
22 and SR 1843 in order to maximize safety benefits. Alternative 2 is relocation of NC
22 only, and Alternative 3 is the "no build" alternative. Table 1 summarizes the impacts
and safety benefits of the three projects.
1
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Moore County Airport Road Relocation Page 10 August 20, 1999

Table 1: Summary of Environmental Impacts and Safety Benefits ,
Benefit/Impact Type Alt. 1- Alt. 2 - Alt. 3 -
Relocate NC 22 Relocate NC 22 Take No Action
and SR 1843 Only
Safety Benefit

- Runway Safety Area Violation
SI+
SI+
SI- (175 feet violation NC '
22)
- Runway Object Free Area Violation SI+ SI- (420 feet violation SI- (420 feet violation SR ,
SR 1843) 1843; 450 feet violation NC
22)
- Inner-Approach Obstacle Free Zone SI+ SI+ SI- (Up to 6 feet vertical '
Violation penetration NC 22
- 34:1 Approach Slope Clearance Violation SI+ SI+ SI- (1 foot violation) '
- 50:1 Approach Slope Clearance Violation SI+ SI+ SI- (7 foot violation)
- Improved Access to Airport from NC 22 SI+ SI+ SI-
Environmental Impact '
- Noise -Airport (Section 3.1.1) NI NI NI
-Noise -Roadway (Sec. 3.1.2) NI NI NI
-Compatible Land Use (Sec. 3.2) SI+ SI+ SI-

- Social Impacts (Sec. 3.3)
MI-
MI-
NI '
(2 Acquisitions, (1 Acquisition,
3 Relocations) 2 Relocations)
- Induced Socioeconomic Impacts (Sec. 3.4) NI NI NI '
- Air Quality (Sec. 3.5) NI NI NI
- Water Quality (Sec. 3.6) NI NI NI
- Sec. 4(f) Lands (Sec. 3.7) NI NI NI
- Historic, Architectural, Archeological, and NI NI NI
Cultural Resources (Sec. 3.8)
- Biotic Communities (Sec. 3.9) MI- MI- NI
- Endangered and Threatened Species (Sec. MI- MI- NI ,
3.10)
- Wetlands (Sec. 3.11) MI- MI- NI
(2.8 Acres) (2.3 Acres)
- Floodplains (Sec. 3.12) NI NI NI
-Coastal Zone Management (Sec. 3.13) NI NI NI
-Coastal Barriers (Sec. 3.14) NI NI NI
-Wild and Scenic Rivers (Sec. 3.15), NI NI NI ,
- Farmland (Sec. 3.16) NI NI NI
-Energy Supply and Natural Resources NI NI NI
(Sec. 3.17)
- Light Emissions (Sec. 3.18) NI NI NI
-Solid Waste Impact (Sec. 3.19) NI NI NI
-Construction Impacts (Sec. 3.20) MI- MI- NI
-Environmental Justice (Sec. 3.21.1) NI NI NI ,

Total Roadway Length 3.2 miles 2.0 miles
Estimated Cost (Appendix D) $5,924,700 $4,187,200 --

Notes: NI = No Impact; SI+ =Significant Positive Impact; SI- =Significant Negative Impact; MI+ _
Minor Positive Impact; MI- =Minor Negative Impact
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 11 August 20, 1999

u

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Land acquisition needed for Alternatives 1 or 2 is expected to be funded by the FAA.
Road construction will be funded by the FAA or the NC DOT. If the FAA funds the road
construction, the realigned portions of NC 22 and SR 1843 will be turned over after
construction to the NC DOT for operations and maintenance. Funds are not yet available
for this project and work may have to be performed in phases as funding becomes
available. Appendix D presents the Engineer's Opinion of Probable Cost for Alternatives
1 and 2.
2.1 Alternative 1-Relocate NC 22 and SR 1843
As discussed in Section 1.1, NC 22 and SR 1843 are (and are intended to remain) two
lane hard surface public roadways. NC 22 is classified as a rural arterial road. Average
daily traffic on NC 22 is 7,500 vehicles south of the intersection with SR 1843, and 4,800
vehicles north of the intersection. SR 1843 is classified as a rural collector road, and has
average daily traffic of 2,000 vehicles. The project is not expected to alter current traffic
volume. The preliminary location of Alternative 1 is shown in Figure 4, and was
coordinated with the NC DOT (see correspondence in Appendix A). The exact location
of the final alignment has not yet been established pending results of this Environmental
Assessment.
Relocating the intersection is expected to result in a 7,200 foot realignment of NC22, and
' a 6,400 foot realignment of SR 1843. The intersection of the realigned road sections
would be approximately 1,400 feet southwest of the existing intersection. Realigning
both roads as shown in Figure 4 would resolve violations of the Runway 5 RSA, OFA,
' inner-approach OFZ, and 34:1 and 50:1 clearance requirements. While the relocated
intersection still lies within the RPZ, the roads have been moved as far away from
Runway 5 as is considered practical given NC DOT geometry requirements and avoiding
impacts to residents.
Anew entry road would be required from the relocated NC 22 to the airport. The
' location of the intersection of the new entry road and NC 22 is limited by NC DOT
stopping distance and line-of--sight requirements, which are determined by the design
' speed of the road. Correspondence with the NC DOT (included in Appendix A) indicates
that the design speed for the relocated NC 22 and SR 1843 is 60 miles per hour. The
entry road configuration is also determined by the need for orderly traffic flow to and
from the main terminal, general aviation terminal, and short-term and long-term parking
lots. Drivers using the entry road must be able make a variety of movements, including
picking up and dropping off passengers, entering and leaving parking lots, and entering
and leaving the airport. To accommodate traffic movements into the terminals and
parking areas, a traffic circle (sized to accommodate 30 mile per hour traffic) has been
included immediately adjacent to airport landside facilities.
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Approximately 42 acres will need to be acquired for the r
Construction will generally consist of clearing and grubbing, sediment and erosion
' control, earthworks (cut and fill), and paving. The existing road sections would be
abandoned except for a portion of NC 22 between Warrior Woods Road and the realigned

DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 12 August 20, 1999

SR 1843. Access to this remaining portion would be from the realigned NC 22 or from
the realigned SR 1843.
Alternative 1 is the preferred alternative because it maximizes safety benefits by
resolving the most violations to FAA requirements. Alternative 1 (like Alternative 2) has
the additional benefits of reducing incompatible land uses by acquisition of property
needed for the road relocation, and providing additional area near the Airport's terminal
buildings for parking. However, of the three alternatives, relocating both roadways
would be the most costly to construct, would disturb the greatest amount of wetlands (2.8
acres see Section 3.11), and would result in the greatest displacement of residents (one
single family home, one mobile home, and one unoccupied rental property -see Section
3.3.3).
2.2 Alternative 2 -Relocate NC 22 Only
Alternative 2 consists of relocating NC 22 only, as shown in Figure 5. Relocating NC 22
without relocating SR 1843 would provide some safety benefit, would result in one fewer
displacement, would be less costly than Alternative 1, and would disturb fewer wetlands
(2.3 acres impacted). Like Alternative 1, Alternative 2 has the benefits of reducing
incompatible land uses by acquisition of property needed for the road relocation, and
providing safer access and better traffic flow to the airport.
The violations of the Runway 5 RSA, OFA, and 34:1 and 50:1 clearance requirements
would be resolved by relocating NC 22 only. However, the 420 foot violation of the
Runway 5 OFA by SR 1843 would still exist. Another disadvantage of Alternative 2
related to safety is that approximately 2,500 feet of SR 1843 would continue to be located
in the Runway 5 RPZ, as shown in Figure 5.
Construction items for this alternative would be the same as for relocation of both roads.
Approximately 34 acres ofright-of--way would need to be acquired for Alternative 2. A
new entry road to the Airport would still be required, with the same configuration as
described for Alternative 1.
2.3 Alternative 3 - No Build Alternative
Alternative 3 is the "no build" alternative. Advantages of leaving the existing intersection
in place are that no displacements of property owners or wetlands disturbance are
required. However, the .location of the existing intersection presents a significant
potential safety hazard to aeronautic and vehicular traffic, evidenced by the violation of
several FAA safety standards. The existing roadway intersection is located approximately
1,200 feet from the end of Runway 5, the primary instrument approach runway at the
airport. As described in Section 1.2.1, in the area of the intersection both roads currently
violate the FAA clearance requirements for the runway safety area and runway object
free area, NC 22 violates the inner-approach OFZ. In addition, required 34:1 and 50:1
approach surface clearances over NC 22 are not met. It is also desirable for these
roadways to be relocated outside of the current runway protection zone. In addition, the
current intersection location has a negative impact on compatible land use by allowing
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 13 August 20, 1999

residential uses to remain in an airport operations area. Figure 6 shows the current
configuration of the intersection.
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DRAFT Environmental Assessment Talbert & Bright, Inc.
' Moore County Airport Road Relocation Page 14 August 20, 1999

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3 AFFECTED ENVIRONMENT & ENVIRONMENTAL
CONSEQUENCES
The affected environment and environmental consequences for 22 specific impact
categories are described in this section. If mitigation is required, mitigation being
committed to for each impact type is shown in boldface type. Irreversible and
irretrievable commitments of resources for this project consist of habitat loss (see Section
3.9 -Biotic Communities and Section 3.11 -Wetlands), and fuel use by construction
equipment. Asphalt and gravel, the primary construction materials, are recyclable.
3.1 Noise
3.1.1 Airport Noise
During the preparation of the most recent Moore County Airport Master Plan Update,
aircraft noise contours were developed using the FAA Integrated Noise Model (1NM)
version 4.11. As part of the Master Plan study, noise contours for both a base year (1995)
and future year (2015) were developed. The proposed action involves the relocation of a
roadway intersection in order to comply with FAA operations safety criteria. The
proposed action will not result in any expansion of the airport operations, therefore there
will be no increase in airport noise over the levels contained in the 1996 Master Plan
Update and no aircraft noise analysis is required.
3.1.2 Roadway Noise
There is no data available on the existing noise levels of the roadways. In order to
generally assess roadway noise impacts, a 400-foot wide "noise impact" corridor was
projected along the centerlines of the proposed realignments. Potential "noise receptors"
located within the noise impact corridor were then identified from land use surveys.
Residential and commercial uses were considered to be receptors. Figure 7 shows the
400-foot wide corridor and receptors within the corridor. Table 2 summarizes the noise
receptors by types of use. No public or recreational facilities (parks, concert halls, etc.)
are located in the corridor.
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 18 August 20, 1999

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Table 2: Summary of Roadway Noise Receptors
Residential
No. of Structures/Units
1. Single Family Dwelling 3
2. Multi-Family (duplexes)
4/8
3. Mobile Homes
Subtotal 10 (14 units)
Commercial
No. of Structures
1. New South office building 1
2. Poverty Hill Nursery
Subtotal 2
Source: Talbert & Bright, Inc. and Land Use Surveys by Ken Weeden & Associates, Inc.
It should be noted that while these receptors will be located within the projected roadway
noise impact area, the proposed action will not result in an increase in existing noise
levels, since the project has no effect on existing traffic volume. Also, because of their
locations within the proposed right of way, two of the residential receptors (one of which
is an unoccupied rental property) are expected to be acquired and one mobile home is
expected to be relocated to another site in the same mobile home park. Since the
roadway noise impacts for the general area should not increase beyond existing levels,
but only be relocated, the impact is considered minimal. However, because the project
will involve a significant change in the horizontal alignment of the intersection, a
noise analysis will be required as part of the design process.
3.2 Compatible Land Use
The compatibility of existing and planned land uses in the vicinity of an airport is usually
associated with two factors: a) the extent of noise impacts related to the airport and
related development and, b) consistency with local land use plans and development
policies. Noise impacts were described in Section 3.1. This section describes local land
use plans and development policies. Generally, if the noise analysis concludes that the
proposed development will not generate significant additional noise then a similar
conclusion maybe drawn with respect to compatible land use. Both conclusions are true
in the case of the proposed roadway relocation. Completion of the project will not result
in any inconsistencies with existing zoning regulations or the land use policies of Moore
County, Southern Pines, or Whispering Pines. The development will, however, result in
some acquisitions and relocations. These are social impacts and are assessed Section 3.3.
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 20 August 20, 1999

3.2.1 Compatibility of Project with Municipal Land Use Plans and Zoning
The land use within the immediate vicinity of the Moore County Airport is either
undeveloped or residential. The town of Whispering Pines, with an approximate
population of 1,450, is located immediately north and northeast of the airport.
Whispering Pines is composed of golf courses and low- to moderate-density residential
areas. Other areas located within two miles of the airport are predominately
undeveloped, with some scattered residential development. The O'Neal School and
Sandhills Community College are located adjacent to SR 1843 approximately 1 mile
southwest of the end of Runway 5. Southern Pines' corporate limit line is located just
under one mile south of the airport. Whispering Pines' corporate limit line is less than
one mile north and northeast of the airport.
The airport property is located within portions of the extraterritoral zoning jurisdictions
(ETD's) of both the Town of Southern Pines and the Town of Whispering Pines. The
majority of the airport property is under the jurisdiction of the Town of Whispering Pines
(Airport District), but a portion is also located within Southern Pines' zoning jurisdiction,
specifically the Airport Hazard Overlay District. The majority of the roadway relocation
is located within Southern Pines' jurisdiction. Figure 8 depicts the general zoning of both
communities.
Whispering Pines' Airport District is specifically tailored for the Moore County Airport
and prohibits incompatible uses. Residential uses, including trailers or mobile homes, are
specifically prohibited from the Airport District. The zoning ordinance for the Airport
District explicitly encourages "the construction and improvement of the Moore County
Airport and related facilities." A portion of the relocated SR 1843 is located in the
Airport District. Most of the land area around the airport under Whispering Pines'
jurisdiction is zoned for low-density residential uses. None of the relocated roadway
sections are located in this zoning area, nor will the roadway relocation cause conflict
with or be inconsistent with this policy.
As noted previously, Southern Pines has an Airport Hazard Overlay District, a portion of
which is shown on Figure 8. The zoning ordinance addresses trees and structures in the
overlay district. Residential, recreational, institutional and other uses are prohibited in a
clear zone (generally corresponding to the Runway 5 RPZ) located within the overlay
district. The proposed roadway relocation is not incompatible with the Airport Hazard
Overlay District.
The Town of Southern Pines has developed long-term growth and development policies
in the recent Highway 22/Nick's Creek Land Use Plan. This "small area plan" includes
land area on the western boundary of Highway 22, between the planning jurisdictions of
Southern Pines, and the Town of Carthage, which encompasses the area of the proposed
roadway relocation. In the immediate area of the proposed road relocation the
development policies call for primarily low-density residential (Planned Development)
and commercial uses. The proposed new intersection of the relocated NC 22 and SR
1843 would be primarily located with the Planned Development Zoning District. The
proposed action is not inconsistent with the Highway 22/Nick's Creek Land Use Plan or
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 21 August 20, 1999

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' development policies. According to the NC DOT, relocation will require an amendment
to the Southern Pines Thoroughfare Plan, which will need to be requested by the town of
Southern Pines. The Southern Pines Thoroughfare Plan is a DOT plan that defines road
corridors and existing and future road classifications in Moore County.
The Moore County Planning Department also has a Land Use Plan, but it does not
directly affect the airport since the airport is outside of the County's planning jurisdiction.
3.2.2 Land Use Impacts on Airport Operations
The immediate impact area was considered to be the 400-foot wide corridor along the
centerlines of the proposed realignments of NC Highway 22 and SR 1843, and the
proposed new airport entrance road. Existing land uses within this area, as previously
noted in Table 2, consist of single-family residential dwellings, duplexes, mobile homes
or trailers, and two commercial uses (the Poverty Hill Nursery and the New South
Construction office building).
The impact of land uses relative to compatibility with existing and future airport
development and operations is based on the FAA INM noise model, described in Section
3.1. Airport land use "encroachment" by incompatible land use policies, both short-range
and long-range, as well as comprehensive plans are also relevant issues of land use
compatibility. The proposed action will not change airport operations, and thus have no
impact on airport-land use compatibility. However, the proposed roadway realignment is
expected to require the acquisition of portions of eight parcels, three of which contain
j occupied dwellings. An overall summary of the projected land use impacts is presented
below in Table 3:
i Table 3: Summary of Land Use Impacts
Within Immediate Project Area*
Uses/No. Existing Acquisitions Relocations
Residences 13** 1 3
Churches 0 0 0
Commercial 2 0 0
Industrial 0 0 0
Schools 0 0 0
1 Other Public Uses 0 0 0
(parks, hospitals, etc.)
Vacant Res. Units*** 2 1 0
Total Impacts 17 2 3
Source: Ken Weeden & Associates, for Talbert & Bright Engineers, Inc.
*400-foot corridor, 200 feet either side of preliminary centerlines
1 **Includes 8 apartments and 3 mobile homes
***One of the 2 vacant residential units is in the process of being condemned
As the summary above indicates, among land use impacts of the proposed action will be
two acquisitions and three relocations. These are discussed further in Section 3.3.3. The
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acquisition and relocations, i.e., removal of residential uses from the general airport
operations area, will actually enhance land use compatibility within the impact area.
3.3 SocialImpacts
3.3.1 Existing Social and Economic Conditions: Moore County
Moore County, while still a predominantly rural county, is experiencing growth in its
population, economy, and popularity as a golfing, resort and retirement haven. The
County is home to 43 golf courses and will play host to the US Open Invitational Golf
Tournament in 1999.
The 1990 US Census population of the County is 59,320. Population growth was
substantial during both the 1970's and 1980's, with an average annual rate of growth
from 1970 to 1990 of 2.53%. By comparison, the average annual rates of growth for the
United States and Southeast region were 1.01 % and 1.51 % respectively. In 1990, the
county ranked 35th in size among 100 North Carolina counties. During the 1970's and
1980's, the age of the country's population rose significantly, with the median age of the
population going from 28.4 to 38.5 years. Table 4 provides a summary of current
population by age and race.
Table 4: Moore County Population by Age and Race: 1990 Census
Population Age 0-19
Population Age 20-64
Population Age 65+
White Population
Black Population
Other Population
Hispanic Population
Median Age
1990 % of Total
14,950 25
32,140 54
12,230 21
47,910 81
10,940 18
460 <1
470 <1
38.5 --
Source: Wood and Poole Economics, Inc.
Note: Due to rounding, the subtotals may not exactly equal the components.
Moore County's population is significantly older than that of the nation as a whole,
reflecting its popularity as a retirement area. From 1970-1990 the county's black
population percentage declined from 25.0% to 18.0%. In the United States, the 1990
census black population percentage was 12.2%, while in the Southeastern United States,
the black population percentage was 20.1 %.
Since 1970, Moore County's economy has experienced strong growth. Total employment
between 1970 and 1990 grew by 15,680, or 90.0%. In 1990, manufacturing employment
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accounted for 21.4% of the county's total employment, compared to 14.2% of the total
employment in the United States as a whole. Moore County also has a diversified base of
manufacturers. In June 1994, for example, a total of 62 manufacturers were located in
the county, ranging in size from less than 50 to over 1,000 employees.
In addition to employment increases, the County has also been experiencing growth in
personal income and retail sales. In 1990 the per capita income in Moore County ranked
8th out of the state's 100 counties (source: Bureau of Economic Analysis for North
Carolina). The tourist industry has a strong positive impact on Moore County's economy,
especially in the Services Sector. In 1990, the Services Sector represented over 30% of
the County's total employment. Tourism, which receives support from the airport, makes
a substantial impact upon Moore County's economy.
3.3.2 Study Area/Impact Area, Social Conditions
Land use surveys for this environmental assessment were conducted twice in 1998 in the
vicinity of the project area. A total of 16 dwellings were counted, with 14 thought to be
occupied. Assuming the 1990 average household size of 2.19 persons per household,
then the current (1999) total population in the project corridor is 32 persons. These
estimates are summarized in the table below:
Table 5: Project Area Population Estimate
(Based on occupancy and 1990 Census Average Household Size)
No. Avg. HH size Estimated
Dwelling Units/Type Occupied 1( 990) Population
S.F. Conventional 3 2.19 7
Mobile Homes 3 2.19 7
Multi-Family (Duplex) 8 2.19 18
Total I 14 -- 32
Associates,
In terms of racial composition, the surveys and general knowledge of the area indicate
that there are no minority groups residing within the project area. Income and poverty
status projections for the area, like the population estimates, are based on percentages
obtained from the most recent US Census (1990). In 1990, 10.7% of all persons in
Moore County had incomes below the poverty level. The percent of poverty for white
persons in Moore County in 1990 was 7.5%, and 24.9% for black persons. However,
there are no black persons known to be residing in the project area. If the same
percentage of poverty rates for white persons is assumed for those residing in the study
area, then only one household, i.e., two persons, would be estimated to be in poverty.
Table 6 provides a brief population/housing summary of the study area.
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Table 6: Census Summary, Study Area
No. HH Avg. HH Total Percent
size
Population 31 100.0
White 14 2.19 31 100.0
Black 0 2.19 0 0.0
No. Occupied Units
Renter 10 2.19 21.9 70.6
Owner 4 2.19 8.76 29.4
At or Below Poverty Level 1 2.19 2 7.5
Source: US Census: Selected Demographic Data for North Carolina: from Census Tape STF 1-B, by Block
Group.
HH= Households.
Non family HH include 1 person HH & HH with two or more unrelated persons.
The following sections discuss the impacts that are anticipated if the intersection of NC
22 and SR 1843 is relocated as proposed in Alternative 1.
3.3.3 Relocation and Displacement: Acquisitions
For Alternative 1 (relocation of NC 22 and SR 1843), portions of eight parcels are
expected to be acquired for the road right-of--way, three of which contain occupied
dwellings. Alternative 2 (relocation of NC 22 only) would require acquisition of seven
parcels, two of which contain occupied dwellings. The new roadway alignments would
traverse through primarily rural, open areas, with little social impact. The acquisitions
for Alternative 1 are expected to require the displacement of two conventional single-
family dwellings (one of which was an unoccupied rental at the time of the last
appraisal), and relocation of one occupied mobile home on a rented lot. Construction of
Alternative 2 would require one less relocation (one single-family dwelling). The mobile
home can be relocated to a different site within the same mobile home park. No
businesses will require displacement. The two occupied dwellings (one single family
home and one mobile home) requiring displacement are estimated to contain
approximately four persons (i.e. 2.19 persons/HH). Familiarity with the area from
contacts made through land acquisition projects combined with Census analysis indicate
that all four of these persons are white and none are black. Also, Census statistics
indicate that none of the households have incomes below the poverty level. (Note: A
house-to-house-income survey was not completed during the preparation of this EA.)
The impacts of relocating NC 22 and SR 1843 are summarized below:
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Table 7: Summary of Displacement/Relocations
Number
Dwellings 3 100.0
No. Persons 4* 100.0
-White 4 100.0
-Black 0 0.0
Low-Income HH 0 0.0
Renter HH 1 67.0
Businesses 0 0.0
*Note: One of the displaced dwellings was not occupied at the time of
the most recent appraisal.
Contacts with local real estate and public housing officials indicate that
replacement housing, both for purchase and rental, are available in the greater Moore
County area. The county will also consider using the standards of the URA (ITniform
Relocation Assistance Act).
3.4 Induced Socioeconomic Impacts
The assessment of induced socioeconomic impacts involves looking at changes in
population or in the business and economic environment that can be indirectly
attributable to a proposed action. The existing general socioeconomic conditions were
described in the preceding section for both Moore County and the project area. No major
population shifts or changes are anticipated due to the proposed action. Since the
proposed action is a result of the airport's desire to comply with FAA operational safety
requirements, it is worth noting that a detailed assessment of both the direct and indirect
economic impact of the Moore County Airport, in terms of expenditures and jobs, was
presented in the 1996 Master Plan Update. That analysis showed that the direct, indirect,
and induced economic impacts of the airport have been substantial, totaling over
$15,000,000 annually. The analysis further indicated that continued investment in the
airport's future development will extend these positive impacts.
Because the Airport owns the majority of the land east of the existing intersection of NC
22 and SR 1843, land currently available for business development in the area of the
intersection is located west of NC 22, assuming the development meets height restrictions
and other zoning requirements. Current business enterprises in the immediate project
area consist of a plant nursery southwest of the existing intersection of NC 22 and SR
1843, and rental storage units northwest of the intersection. Access to existing businesses
will be maintained after the intersection is relocated. To minimize and eliminate non-
compatible land uses, as part of this and other projects the Airport intends to
acquire land with non-compatible uses located in the Runway 5 RPZ (such as
residences), as well as acquiring land for the new entry road. Once the intersection is
relocated, the land available for business development in the area of the future
intersection will be located west of the realigned NC 22. Therefore, land available for
business development is west of NC 22, both in the current and realigned configuration.
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The project is expected to reduce non-compatible land uses, and is not expected to induce
residential or business growth in the area any more than the existing intersection location.
The roadway relocations will not result in any negative induced or secondary impacts
within the airport's immediate surrounding area. Also, no relationship has been
established which connects the airport development and roadway relocations to any
detrimental activities within the Moore County community, such as negative shifts in
population movement and growth, or an increase or reduction in public service demands
within the near airport environment. Accordingly, airport induced socioeconomic
impacts will not be an issue with this project.
3.5 Air Quality
The United States Congress has established the framework for air quality regulations
through the passage of the Clean Air Act. The Clean Air Act requires the administrator
of the EPA to establish national ambient air quality standards for contaminants. Moore
County is in an attainment area for the 6 criteria pollutants as defined by the
CAA/NAAQS. In North Carolina, seven urban areas (Charlotte, Gastonia, Winston-
Salem, High-Point, Greensboro, Durham-Chapel Hill-Carrboro, and Raleigh) must
complete conformity analyses on their transportation plans because they lie within an air
quality "maintenance" area. Based on conversations with the N.C. Division of Air
Quality and the U.S. E.P.A., because Moore County is an attainment area, no conformity
analysis is required for this project. Impacts on air quality from construction burning
activities are addressed in Section 3.20. Permits from the N.C. DENR will be required
prior to any open air burning.
Since no access points to existing roads are to be added or removed, and the number of
lanes will remain unchanged, the traffic on the road is expected to remain the same.
Therefore, relocation of the road by itself will not increase current vehicular traffic and
does not increase emissions beyond current levels.
The project will not increase airport capacity and has no impact on air emissions from the
Moore County Airport. An assessment of air quality impacts from aircraft emissions is
not required for this project.
3.6 Water Quality
The NC Division of Water Quality (DWQ) requested that this report address stream
impacts, stormwater controls, and wetlands (see Appendix A for correspondence).
Wetlands impacts are discussed in Section 3.11. It is not anticipated that the project will
require any stream channelization or relocation. The construction of the project will
require a 401 Water Quality Certification and a general NPDES permit from the NC
Department of Environment and Natural Resources (DENR). The 401 certification will
be requested concurrent with the 404 permit (see Section 3.11 -Wetlands), and the
general NPDES permit will be requested with submittal of the Erosion and Sediment
Control Plan.
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3.6.1 Stream Impacts
No streams will be impacted by this project, and there will be no stream crossings. The
project area is in the Cape Fear River Basin. Two tributaries of the Little River, Nick's
Creek and Mill Creek, are located in the general vicinity of the project. Nick's Creek is
located north of the airport. An unnamed perennial stream flows from the wetlands west
of airport north into Nick's Creek. An unnamed perennial stream also flows from the
southernmost wetlands in the project area (across from Warrior Woods road) into Mill
Creek. Figure 9, from the U.S.G.S. topographic map of Moore County, shows the stream
locations relative to the proposed realignment.
The NC DWQ classifies all surface waters in the state to define the best uses of the
waters. The classifications have an associated set of water quality standards which define
the limits of development in each watershed classification. Nick's Creek has a Water
Supply III (WS-III) stream classification. From the N.C. DWQ: "WS-III watersheds are
waters used as sources of water supply for drinking, culinary, or food processing
purposes for those users where a more protective (WS-I or WS-II) classification is not
feasible. WS-III waters are generally located within low to moderately developed
watersheds. The only classification which prohibits new development is WS-I."
Allowable non-residential development in WS-III non-critical areas is 24-50% "built-
upon area" (i.e., hard (paved) surfaces or impervious cover). The approximate hard
(paved) surface area of the preferred alternative (Alternative 1) is approximately 10 acres.
The total area of airport property (with future acquisition of the road right-of--way for the
proposed action) is approximately 530 acres. The hard surface area of the road relocation
therefore represents less than 2% of the total airport property. Ultimate airport
development (from the May 1996 Master Plan Update) including the road relocation is
expected to have approximately 80 acres of impervious surfaces, or 15% of total airport
property.
Mill Creek has a WS-III classification (described above) and B stream classification.
Class B waters are used for primary recreation and other uses (such as swimming, skin
diving, water skiing, secondary recreation, fishing, wildlife, fish and aquatic life
propagation and survival, and agriculture). There are no restrictions on watershed
development activities in Class B waters.

Construction of the project is compatible with the above described stream classifications.
As discussed in Section 3.20, Construction Impacts, construction debris shall be
disposed of at an approved upland site to reduce the risk of contamination to any
wetlands and streams in the vicinity of the work.
3.6.2 Groundwater Impacts
There are two major aquifers in Moore County: the Upper Cape Fear Aquifer and the
Black Creek Aquifer. The Upper Cape Fear Aquifer is confined and at depths of
approximately 50 feet of more in the project area. The Black Creek Aquifer is
unconfined in the project area, and in its unconfined state is referred to as the Surficial
Aquifer. Depths to the Surficial Aquifer in the project area range from 0 feet (in the
groundwater charged wetlands) to approximately 20 feet in the upland areas.
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I Note. Base map from U._ .
Geological Survey dates NOt-ZTH CAROLIC~ A --- MOOR E C:.).
1~5'7,photarevised198~ ?.5 M1NUT- SE:RIrS (TG~'OC:1?.PH!~:) y ~-
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~~ `, = r ~'' ~, MOC,,R~t COUNTY AIR?C4T / ~ ~ ,( ~dt
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OF NC 22 RBALIGNMENT~ ~ - •` ~.~' ~ 1 ~ - - ..
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MOORS COUImTt'YAIRPORT -SOP .~-~~`'~
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( TALBERT ~ BRIGHT ENVIItONMBE~IaAL AssFSSI~IT FOR -` - ~ _ _--
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THE COTTON E7cCHN1GE 321 N. FRONT 5T. gIWINOfOty NC 2801
FN(: 870-782-8281 PHONE: V70-783-5350 Figure 9 - ~- --
Stream I,OCations
Page 30 .` -.,~•~"

The project will not have any groundwater impacts, other than temporary impacts during
construction activities. A Sedimentation and Erosion Control Plan will be required for the
project. This plan will use measures approved by the N.C. DENR to minimize
surface water runoff impacts to groundwater. The amounts of cut needed in the
upland areas is not expected to extend deep enough to encounter any groundwater, other
than the groundwater charged wetlands discussed in Section 3.11. Mitigation to these
groundwater charged wetlands will be as required by the ACOE. As discussed in Section
3.20, Construction Impacts, precautions shall be taken during the maintenance and
fueling of construction equipment so that no hazardous materials are dumped onto
the ground and allowed to penetrate into the groundwater system. All used oils
shall be collected and disposed of in accordance with Federal, State and local laws.
3.6.3 stormwater Controls
The current method of stormwater runoff containment in the project area is infiltration
and runoff into existing streams. All of the project area except the westernmost 750 feet
of the realignment of SR 1843 is outside the drainage area for the raw water reservoir
intake for the Southern Pines Waterworks pumping station, as shown on Figure 9 -
Stream Locations. Although there will be ashort-term impact to stormwater quality
during construction, these impacts will be mitigated by adherence to the Sediment
and Erosion Control Plan, filed 30 days before construction with the DENR regional
office's land quality section. It should be noted that the approximate 0.4 acres of
impervious surface added to the Waterworks drainage area will be offset by removal of
the existing SR 1843 in this area, therefore there should be no net increase in volume or
change in water quality.
No permanent catch basins or stormwater controls are anticipated for the project. As
discussed in Section 3.20, Construction Impacts, temporary stormwater and erosion
control procedures, such as berms, diversion ditches, sediment traps, outlet
structures, filter cloths, and temporary seeding, shall be used. No sediment and
erosion control measures will be placed in non-impacted wetlands, and borrow and
waste areas shall avoid wetlands to the maximum extent practicable.
3.7 Department of Transportation Act, Section 4(f)

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Section 4(f) of the Department of Transportation Act (dated 1966 and recodified in 1983)
states that a project requiring the use of any publicly owned land from a public park,
recreation area, or from a historic site of national, state, or local significance shall not be
approved unless there is no feasible alternative to the use of such land. There are no
known Section 4(f) lands near the project site. None of the project area includes publicly
owned lands. Comments from the National Park Service were solicited for this project
via a project scoping letter, and none were received.
3.8 Historic, Architectural, Archeological, and Cultural Resources
The NC Department of Cultural Resources (DCR) was contacted by letter dated January
24, 1997 regarding historic, architectural, archeological, and cultural resources
potentially affected by the proposed road relocation. The DCR searched their files, and
was aware of no structures of historical or architectural importance located within the
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planning area. There are no known archaeological sites within the project area, and it is
unlikely that any archaeological resources which maybe eligible for inclusion in the
National Register of Historical Places will be affected by the project construction. The
DCR recommended that no archaeological investigation be conducted in connection with
the project. The DCR requested photographs of any structures in the project area known
to be over 50 years old. None of the structures requiring displacement/relocation (two
single family dwellings and one mobile home) are more than 50 years old. A copy of the
correspondence with the DCR is included in Appendix A.
In the event that archeological sites are uncovered during construction of the
project, FAA standard specification section 70-19 (which would be included as part
of the project specifications) addresses mitigation as follows:
"70-19 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless
otherwise specified in this subsection, the Contractor is advised that the
site of the work is not within any property, district, or site, and does not
contain any building, structure, or object listed in the current National
Register of Historic Places published by the United States Department of
Interior.
Should the Contractor encounter, during his/her operations, any building,
part of a building, structure, or object which is incongruous with its
surroundings, he shall immediately cease operations in that location and
notify the ENGINEER. The ENGINEER will immediately investigate the
Contractor's finding and will direct the Contractor to either resume his/her
operations or to suspend operations as directed."
3.9 Biotic Communities
A detailed investigation of the biotic communities in the project area, as well as
endangered and threatened species, was conducted for the project area by Dr. J.H. Carter,
III in March 1998 (revised February, 1999). Section 3.10 discusses endangered and
threatened species. The Biological Assessment for Relocation of NC Highway 22 and SR
1843 Intersection, Moore County, North Carolina is included in Appendix B. The North
Carolina Department of Environment and Natural Resources (NC DENR), North
Carolina Division of Parks and Recreation, North Carolina Wildlife Resources
Commission, U.S. Fish and Wildlife Service, and National Park Service were contacted
for input regarding biotic communities and endangered and threatened species (see
Appendix A). In response to U.S. Fish and Wildlife Service comments, the Biological
Assessment was revised in February, 1999, primarily to address federal species of
concern (see Section 3.10).
The Biological Assessment identified biotic communities in the vicinity of the proposed
road relocation project. The following is excerpted from the Biological Assessment:
"The project corridor south of SR 1843 and west of [existing] N.C. Highway 22 has been
highly disturbed by residential development, agriculture and dirt roads. Sandhills
Community College is located just west of this area. The overstory consists mainly of
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second-growth longleaf pine with a few scattered loblolly pines, and the understory
consists of scrub oaks and loblolly and longleaf pine saplings. Manicured lawns contain
laurel oak (Quercus laurifolia) and ornamental shrubs. Afield located adjacent to the
southwest corner of the existing intersection contains mostly bluestems (Andropogon
spp)•
"The project area west of NC Highway 22 and north of SR 1843 is private land forested
with second-growth longleaf pine with an understory of blackjack (Quercus marilandica)
and turkey oaks. There is a sparse ground cover of Carolina wiregrass. Drains vegetated
with Streamhead Pocosin occur in this area have an overstory of pond pine. The
understory is dense with fetterbush, sweet gallberry, laurel-leaved greenbrier and switch
cane. This area contains mobile homes, 3 small ponds, fallow fields and part of the
Forest Creek Golf Club. The area northeast of the O'Neil School has been thinned and
burned and provides the best RCW habitat found within one-half mile of the project site.
"The area south of SR 1843 and east of NC Highway 22 contains the Warrior Woods
residential community and The Carolina golf community. The forested area has an
overstory of longleaf pine and a moderate to dense understory of turkey oak. Carolina
wiregrass is present in some areas. Much of this area is being developed with residences.
Adjacent to the southeast corner of the existing NC 22/SR 1843 intersection is an area
that was graded for development then abandoned. It now contains mostly bluestems.
The adjacent hillside is a dense tangle of northern dewberry (Rubus flagellaris), young
pines and shrubs."
Approximately 55 acres of habitat will be affected by construction of Alternative 1, and
approximately 33 acres of habitat will be affected by construction of Alternative 2.
Roadway shoulders will be revegetated in accordance with requirements of the N.C.
DOT and N.C. DENR for erosion control. Mitigation required for wetlands
vegetation will be identified through development of the 404 permit application. See
Section 3.11 for discussion of wetlands.
3.10 Endangered and Threatened Species of Flora and Fauna
The Endangered Species Act of 1973 (16 U.S.C. 1531-1943) mandates that federal
agencies ensure that any actions authorized, funded, or carried out by that agency do not
jeopardize the "continued existence" of listed species or result in the destruction or
adverse modification of critical habitat (16 U.S.C. 1536). Proposed species are offered
"limited protection" under Section 7 (A)(3) of the Endangered Species Act of 1975, as
amended by congress in 1988.
As discussed in Section 3.9, both federal and state agencies were contacted for comments
regarding threatened or endangered species in the project area (see Appendix A). The
above-cited biological assessment by Dr. J.H. Carter, III addressed threatened and
endangered species, as well as species of concern and candidate species (see Appendix
B). As noted in Section 3.9, the biological assessment was revised in response to U.S.
Fish and Wildlife Service (USFWS) comments to include discussion of species of
concern and candidate species. The USFWS concurred that the project is not likely to
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adversely affect any federally-listed endangered or threatened species, their formally
designated critical habitat, or species currently proposed for Federal listing under the
Endangered Species Act, as amended, provided that certain previously-agreed upon
management efforts were undertaken to mitigate impacts to red cockaded woodpecker
foraging habitat (see Section 3.10.1 for further discussion).
The following is excerpted from the Biological Assessment and addresses plant species:
"No special concern, candidate, threatened or endangered plant species were found
within the project corridors. Preferred habitats for nearly all of these species are open,
frequently burned, pinewoods, pocosin ecotones or bogs/seeps. Most of the area within
the project corridors is area [that] has been fire suppressed for many years and the thick
leaf litter and dense understory have reduced the ground cover density and diversity. A
small portion of an alignment passes through a recently burned open area, but no
protected plant species were found. Rough-leaf loosestrife and American chaffseed
require frequent fire and abundant sunlight to persist. No habitats likely to support these
species were found. Michaux's sumac occurs in a variety of upland habitats, including
disturbed sites. No Michaux's sumac was found, but due to the time of survey and
difficulty of detection, we cannot conclusively rule out its presence. No high quality
habitats for other species of concern were observed."
The Biological Assessment addressed special concern, candidate, threatened or
endangered animal species as folloo (see Section 3.10.1 for discussion of Red-
Cockaded Woodpeckers):
"The St. Francis' satyr (Neonympha mitchelli francisci) occurs in wet sedge meadows
that have been created by recent burns or beaver activities. No suitable habitat is located
on the project site. The Sandhills clubtail dragonfly (Gomphus parvidens carolinus)
occurs in small spring-fed streams and the Arogos skipper (Atrytone arogos arogos)
occurs in open pinewoods and relatively undisturbed grasslands. Potential habitats for
these species are of very low quality.
"The tiger salamander (Ambystoma tigrinum) breeds in fish-free semipermanent ponds
and spends the remainder of its adult life in adjacent sandy pinewoods. No
semipermanent ponds are located on the project site.
"The northern pine snake (Pituophis melanoleucus melanoleucus) and the southern
hognose snake (Heterodon simus) undoubtedly occur in the dry, sandy woods in the
project area. However, these species were not seen during the field surveys.
"The Cape Fear shiner (Notropis mekistocholas) is restricted in Moore County to the
Deep River and would not occur in the project area. Another fish species, the robust
redhorse (Moxostoma robustum), is listed as a Federal Species of Concern for Moore
County, but it is restricted to the Pee Dee River drainage (project is in Cape Fear
drainage).
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"Several species of freshwater mollusks, including the brook floater (Alasmidonta
varicosa), Atlantic pigtoe (Fusconaria masoni) and yellow lampmussel (Lampsilis
cariosa) are listed as Federal Species of Concern for Moore County. A formal survey
was not conducted for these species due to the lack of any habitat. These species occur in
river systems larger than the small streams that occur in the project corridors.
"The southern bald eagle (Haliaeetus leucocephalus) nests and feeds near large bodies of
water. No large bodies of water are located on the project site. The Bachman's sparrow
(Aimophila aestivalis) breeds in open longleaf pine forests and brushy old fields. No bald
eagles or Bachman's sparrows were observed during the field surveys."
3.10.1 Red Cockaded Woodpeckers
The main species of concern within the general vicinity of the project is the Red
Cockaded Woodpecker (RCW), which is both astate- and federal-listed endangered
species. From the Biological Assessment, "the Sandhills area contains the second largest
metapopulation of RCWs in existence and is a designated recovery population (USFWS
1985). This metapopulation includes RCWs in the Fort Bragg Military Reservation (FB),
Sandhills Gamelands (SGL) and on private lands around Southern Pines and Pinehurst
(SOPI)." The Biological Assessment concluded that the relocation of the SR 1843 and
NC highway 22 intersection will have "no effect" on the RCW or other species listed as
threatened or endangered, or proposed for such listing, by the USFWS or the State of
North Carolina.
No RCW cavity trees were found on the project site. The project corridors are within
one-half mile of 5 RCW Clusters (SOPI 32, 34, 35, 86 and 87). Clusters SOPI 32, 34 and
35 are active, with Cluster 34 containing a breeding pair in 1997 (data from NCSU RCW
Research Project). RCW Clusters 86 and 87 have been abandoned for 15 and 7 years,
respectively (data from NCSU RCW Research Project). Habitat associated with the
abandoned RCW Clusters were not considered in this assessment.
A previous report by Dr. J.H. Carter III & Associates entitled Biological Assessment for
Moore County Airport improvements, Moore County, North Carolina was approved by
the USFWS in 1992. It addressed the clearing of trees from the Runway 5 approach,
particularly within the runway protection zone.
A portion of the relocated NC 22 is located at the western edge of the runway protection
zone (RPZ). Impacts to the RCW foraging habitat in this area have been approved
previously by the USFWS (see following paragraph), so there will be no new impacts to
foraging habitat in the RPZ. Less than 1 additional acre of RCW habitat will be cleared
as part of the road relocation project. The agreement previously reached with the
USFWS approved clearing of 8 to 9 acres in the foraging range of cluster SOPI 34. It is
now believed that much less than 8 acres, and perhaps as little as 5 acres will need to be
cleared from the RPZ for approach clearing. Therefore, there should be no impacts from
the road relocation beyond those already agreed to by the USFWS.
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From the U.S. Fish and Wildlife Service response dated March 24, 1999 (see Appendix
A): "RCW habitat removed in the road relocation path has already been concurred upon
by the Service in conjunction with the expansion of the Moore County Airport.
According to the Service letter dated November 9, 1993, the Moore County Airport
representatives indicated that they planned to clear and grub 8 to 9 acres in cluster SOPI
34 with selective topping of trees in an additional 6 acres within the forage radius of
SOPI 34. They also agreed to carry out management to suppress the understory growth
for 18 acres of pine habitat within the foraging radius of SOPI 34. Therefore, prior to the
removal of any pine habitat within the foraging radius of SOPI 34 for airport expansion,
we recommend that the understory suppression for the 18 acre pine habitat be carried out
as proposed."
The USFWS concluded-that: "Based on the information provided in the Biological
Assessment for this project and provided that the management efforts to suppress the
understory and enhance foraging habitat for 18 acres of pine habitat within the one-half
mile foraging radius of RCW cluster SOPI 34 is completed as agreed upon, the Service
concurs that this project is not likely to adversely affect any federally-listed endangered
or threatened species, their formally designated critical habitat, or species currently
proposed for Federal listing under the Endangered Species Act, as amended." Since the
agreement with the USFWS, as a part of development approximately 50 acres of
understory growth has been removed from the Forest Creek Golf Club (formerly Bent
Creek) in the foraging radius of SOPI 34. There will be fewer acres of impact to RCW
foraging habitat from approach clearing and the road relocation than anticipated (6
acres versus the approved 9 acres), and 50 acres of foraging habitat enhancement
(versus the 18 agreed upon) has been completed by the Forest Creek Golf Club. The
USFWS will be contacted for concurrence that the agreement has been met and no
further mitigation is necessary.
3.11 Wetlands
Several jurisdictional wetlands will be impacted by the proposed road relocation project.
Jurisdictional wetlands were delineated by Dr. J.H. Carter III & Associates using the
Corps of Engineers Wetlands Delineation Manual (1987). A wetlands plat was submitted
to the Army Corps of Engineers on April 1, 1999, and was approved on June 22, 1999.
The wetlands plat and data sheets are included in Appendix F. Comments regarding
wetlands received from the NC Division of Water Quality, NC Wildlife Resources
Commission, and Army Corps of Engineers are addressed in this section. Wetlands
mitigation will be required for construction of Alternate 1 or Alternate 2 and is
discussed in Section 3.11.3.
Construction of the project will require a dredge and fill permit from the N.C.
Department of Environment and Natural Resources (DENR). Filling may require
an Easement to Fill from the N.C. Department of Administration. The project will
require a Section 404 permit from the Army Corps of Engineers (ALOE). The 404
permit application will be submitted upon receipt of comments on this Environmental
Assessment from the N.C. State Clearinghouse and other State and Federal agencies. If
the project was completed now, it is believed the project could be constructed under
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Nationwide Permit 26, Discharges to Headwaters and Isolated Waters. However,
Nationwide Permit 26 expires on December 30, 1999, at which time it will be replaced
with 5 new NWPs and 6 modified NWPs (NWPs 3, 7, 12, 14, 27 and 40). The intent of
the changes is to replace NWP #26 with activity-specific NWPs. Regional conditions
will be applied to the new and revised permits. The ACOE cannot provide guidance at
this time regarding which of the new and revised permits will apply to the project. If the
project is permitted under the modified NWP 14 "Linear Transportation Crossings" only
up to 1 acre of impact is allowed in the most recent draft version (July 21, 1999). If the
project is not permitted under a nationwide permit, an individual permit will be required.
An individual permit will require the ACOE to publish public notices, solicit comments
from the public and regulatory agencies, prepare an Environmental Assessment, submit
the EA for public and regulatory comments, and require that the sponsor respond to the
comments. This process could take a minimum of 3 months to 1 year or more to
complete.
3.11.1 Wetlands in Project Area
Wetlands in the project area are shown in Figure 10, and described in the Biological
Assessment prepared by Dr. Carter and included in Appendix B. The wetlands plat and
data sheets are included in Appendix F. The main wetlands in the project area are
Streamhead Pocosin wetlands, which are a regional type of groundwater charged, riparian
wetlands. The Streamhead Pocosin wetlands in the project area are headwaters wetlands,
with their primary values being water storage and the unique habitat they provide.
Because they are groundwater-charged, in an undeveloped environment, Streamhead
Pocosin wetlands provide minimal surface water filtering. In a developed environment,
they would have the additional value of filtering surface water runoff. The Army Corps
of Engineers has determined that the wetlands described in this section are jurisdictional
wetlands. The following is excerpted from the Biological Assessment:
"The dominant vegetative species were recorded at each wetland. One highly disturbed
wetland area is south of SR 1843 and east of NC 22. The site has been graded and filled
with sand in the past. Severe erosion has exposed the original profile in places.
Historically this site consisted of Streamhead Pocosin and Sandhills Seep community
types. Currently the site is forested with young loblolly pine with an understory of alder
(Alnus serrulata), eastern false-willow (Baccharis halimifolia), and southern bayberry
(Myrica cerifera). Herbaceous species include bluestems, slender rush (Juncus tennis),
northern dewberry, netted chain-fern (Woodwardia areolata) and beak rushes
(Rhynchospora spp.).
"An old pond site, originally a Streamhead Pocosin community type, is located opposite
the entrance to Warrior Woods on NC 22. This area is dominated by tulip poplar, with an
open understory of red maple and sweetbay (Magnolia virginiana). The dominant
herbaceous species in this area is cinnamon fern (Osmunda cinnamomea).
"A large Streamhead Pocosin occurs west of NC 22 and north of SR 1843. This wetland
area is dominated by pond pine and tulip poplar with a dense understory of red maple,
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' Moore County Airport Road Relocation Page 37 August 20, 1999

titi, fetterbush, sweet gallberry, sweetbay, red chokeberry (Sorbus arbutifolia) and laurel-
leaved greenbrier."

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Moore County Airport Road Relocation Page 38 August 20, 1999 '

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3.11.2 Wetlands Impacts
Alternative 1 (relocation of SR 22 and 1843) would impact approximately 2.8 acres of
jurisdictional wetlands as shown in Table 8.
Table 8: Wetlands Impacts -Alternative 1
Road Section
NC 22 north of intersection
with SR 1843
NC 22 south of intersection
with SR 1843
SR 1843 east of intersection
with NC 22
New entry road from NC 22
to Airport
Pocosin 1.4 acres
Old Pond Site None
Highly disturbed wetlands 0.5 acres
Streamhead Pocosin 0.9 acres
TOTAL 2.8 acres
Impacts to wetlands from the relocated NC 22 have been minimized by traversing
the fewest wetlands while meeting NC DOT roadway geometry requirements
(particularly minimum curve radius requirements) and maximizing safety benefits.
Relocating the road further to the east would impact more wetlands than the proposed
location (see Figure 10) and would result in the road being closer to the end of Runway 5
in the Runway Protection Zone, which is not desirable. It should be noted that the
Streamhead Pocosin wetlands impacted by the relocated NC 22 continue to the west
beyond the boundary of the wetlands delineation. Relocating the road further to the west
would therefore continue to impact wetlands, and would result in sharper curves in the
road than are considered acceptable. South of SR 1843, the intersection of the relocated
NC 22 with the existing NC 22 (across from Warrior Woods Road) was moved from its
location in preliminary alignments in order to avoid impacting the old pond site wetlands.
Like NC 22, impacts to wetlands from the relocated SR 1843 have been minimized
by traversing the fewest wetlands while meeting the project goals of maximizing
safety. The proposed relocation of SR 1843 would impact approximately 0.5 acres of
highly disturbed wetlands. Relocating the road further to the north than the proposed
location would also impact the disturbed wetlands and would result in the road being
closer to Runway 5 than is desirable. The wetlands impacted by the relocated SR 1843
continue to the south beyond the boundary of the wetlands delineation; therefore,
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 40 August 20, 1999
Type of Wetlands Estimated Acres of
Impacted Wetlands Impacted

relocating the road further to the south would impact more wetlands (and possibly higher
quality wetlands) than the proposed location.
The new entry road from the relocated NC 22 to the airport impacts approximately 0.9
acres of Streamhead Pocosin wetlands. The location of the intersection of the entry road
and NC 22 is limited by NC DOT intersection requirements. Vehicles traveling on NC
22 must be able to see traffic pulling out of the entry road in enough time to stop, and
vehicles on the entry road must be able to see traffic on NC 22 for a certain minimum
distance in order to safely enter NC 22. The entry road configuration is also determined
by the need for orderly traffic flow to and from the main terminal, general aviation
terminal, and short-term and long-term parking lots. Drivers must be able make a variety
of movements, including picking up and dropping off passengers, entering and leaving
parking lots, and entering and leaving the Airport. To accommodate traffic movements
into the terminals and parking areas, a traffic circle (sized to accommodate 30 mile per
hour traffic) has been included immediately adjacent to airport landside facilities. Given
these limitations and requirements, the entry road was located to traverse the least amount
of wetlands.
Alternative 2 (relocation of NC 22 only) would impact approximately 2.3 acres of
jurisdictional wetlands, as shown in Table 9.
Table 9: Wetlands Impacts -Alternative 2
Road Section
Type of Wetlands Estimated Acres of
Impacted Wetlands Impacted
NC 22 north of intersection Streamhead Pocosin 1.4 acres
with SR 1843
NC 22 south of intersection Old Pond Site None
with SR 1843
New entry road from NC 22 Streamhead Pocosin 0.9 acres
to Airport
TOTAL 2.3 acres
Minimization efforts for NC 22 and the entry road are the same as described for
Alternative 1.
Alternative 3, the "no-build" alternative, does not have any impacts to wetlands.
As discussed in Section 3.20, Construction Impacts, construction debris shall be
disposed of at an approved upland site to reduce the risk of contamination to any
wetlands and streams in the vicinity of the work. Borrow and waste areas will avoid
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Moore County Airport Road Relocation Page 41 August 20, 1999

' wetlands. Any temporarily disturbed wetlands will be allowed to revert to natural
wetland vegetation.
j 3.11.3 Wetlands Mitigation Potential
Wetlands mitigation will be determined through development of the 404 permit
' process. Correspondence with the NC DWQ (see Appendix A) indicates the following
should be included in any mitigation plan for the project:
1. Compensatory mitigation will be considered only after wetland impacts
have been avoided and minimized to the maximum extent possible.
2. On-site, in-kind mitigation is the preferred method of mitigation. In-
kind mitigation within the same watershed is preferred over out-of--kind
mitigation.
3. Mitigation should be in the following order: restoration, creation,
.enhancement, and lastly preservation.
Two areas on the ai ort roperty were investigated for wetlands mitigation potential by
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Dr. J.H. Carter III & Associates. The disturbed wetland south of the existing SR 1843
was considered for wetlands restoration, and groundwater charged wetlands in two
drainages in the northern part of airport property were investigated for potential wetlands
' creation. There is the potential for approximately 1 acre of restoration in the disturbed
wetland south of SR 1843. The northem wetlands are not considered good candidates for
mrtigahon. Deep sand occurs on the hillsides adjoining the existing wetlands, with xenc
vegetation almost to the jurisdictional boundary. The hillsides are also steep for the
region. Wetlands creation in this area would require excavation and disposal of
considerable overburden (10-15+ feet deep). Since these wetlands are groundwater
charged, excavation to the groundwater table uphill could adversely affect the hydrology
of existing wetlands.
In the absence of on-site mitigation opportunities (other than potential for 1 acre of
restoration), two other options exist for wetlands mitigation for this project: participation
in the N.C. Wetlands Restoration Program, and participation in the private Cape Fear
Regional Mitigation Bank, if credits are available.
3.12 Floodplains
' A review by the Department of the Army, Wilmington District, Corps of Engineers,
Planning Services Section dated January 25, 1999, indicates that the project area is not
located in a 100-year or 500-year floodplain (see Appendix A). Documents reviewed
1 were Panel 155 of the Moore County, North Carolina and Incorporated Areas Flood
Insurance Rate Map and the Southern Pines, N.C. U.S.G.S topographic map.
' 3.13 Coastal Zone Management Program
Detailed procedures for determining Federal consistency with approved coastal zone
management programs are contained in the National Oceanic and Atmospheric
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Moore County Airport Road Relocation Page 42 August 20, 1999

Administration (NOAA) Regulations (15 CFR Part 930). Moore County Airport is
located approximately 120 miles inland of the coastal area of North Carolina and is
outside of any designated Areas of Environmental Concern (a designation found within
the state's 20-county coastal area). Additionally, no comments were received regarding
Coastal Zone Management during the initial intergovernmental review of the proposed
action. Therefore, no further action is necessary.
3.14 Coastal Barriers
The Coastal Barriers Resources Act of 1982, PL 97-348, prohibits with some exceptions,
Federal financial assistance for development within the Coastal Barrier Resources System
which consists of undeveloped coastal barriers along the Atlantic and Gulf coasts.
Consistent with Section 3.13 above, no further action is necessary.
3.15 Wild and Scenic Rivers
The "Wild and Scenic River Act" describes those river areas eligible to be included in a
system afforded protection under the Act as free flowing and possessing
"...outstandingly remarkable scenic, recreational, geologic, fish and wild life, historic,
cultural, and other similar values." In North Carolina, portions of four rivers -the New
River, the Lumber River, the Chattooga River, and the Horsepasture River -are federally
designated as wild and scenic. The Chattooga, New and Horsepasture Rivers are in the
western part of the state. The reaches of the Lumber River that have been designated as
wild and scenic (totaling 81 miles) are located from 22 miles north of the
Scotland/Robeson County line to the North Carolina/South Carolina border. The
uppermost federally designated wild and scenic reach of the Lumber River is located
approximately 25 miles from the project area. As stated previously in Section 3.6, the
project area is in the Cape Fear River Basin, and the two streams located near the project
area (Nick's Creek and Mill Creek) are tributaries of the Little River. Therefore, there
are no anticipated impacts from the project to any federally designated wild and scenic
rivers.
3.16 Farmland
The Farmland Protection Policy Act (FPPA), Public Law 97-98, authorized the
Department of Agriculture to develop criteria pertaining to the conversion of farmlands to
non-agricultural use. Farmland protected by the FPPA is either prime farmland that is
not already committed to urban development or water storage, unique farmland, or
farmland that is of state or local importance as determined by the appropriate state or
local government agency with the concure of the Secretary of Agriculture.
The U.S.D.A. 1995 soil survey for Moore County lists the soils identified as prime
farmland in the county. They are: Chewacla silt loam (Ch), Congaree loam (Co),
Creedmoor fine sandy loam (CrB), Dothan loamy sand (DoA and DoB), Georgeville
gravelly silt loam (GeB), Johns fine sandy loam (JoA), Kalmia sandy loam (KaA),
Lignum silt loam (LgB), Masada fine sandy loam (MaB and MdB), and Tetotum silt
loam (ToA). None of these soil types are located in the project area as shown in Figure
11. Soils in the project area are Ailey loamy sand (AeB and AeD), and Candor sand
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1
' (CaB and CaC). There is no farming activity in the immediate vicinity of the airport, and
none of the land in the project corridor is zoned for agriculture.

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Moore County Airport Road Relocation Page 44 August 20, 1999

SOIL SURVEY OF MOORS COUNTY, NORTH CAROLINA
N~TE~ BASE MAP IS FROM
TN- MCURE COUNTY SOIL SURVEY

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Page 45

3.17 Energy Supply and Natural Resources
' Electric power for the Moore County Airport is supplied by Carolina Power & Light
(CP&L). Energy consumption at an airport generally falls into two categories:
1. Energy demands for fixed facilities such as airfield lighting and airport
buildings (including heating and lighting); and
' 2. Fuel consumption by aircraft and ground vehicles.
' The relocation of the intersection of the NC 22 and SR 1843 will not increase current
energy demands. A short-term increase in fuel consumption may occur during
construction penods. Construction equipment and vehicles required for site work will
create a temporary increase in fuel demand. However, the equipment used for this work
' would be in use elsewhere, due to the transient nature of the construction industry.
Therefore, the proposed action would not result m any long-term additions to fuel
' demands or consumption.
3.18 Light Emissions
' The FAA requires the airport sponsor to consider the extent to which any lighting
associated with an airport action will create an annoyance among people in surrounding
areas. There are several existing sources of light emissions from the airport property due
' to the need for visual guidance for airplanes at night and during periods of low visibility.
Light emissions from existing airfield sources are not reported to cause annoyance to
surrounding areas. The current intersection of NC 22 and SR 1843 is signalized, but does
' not have any additional lighting. Lighting associated with the proposed project is
expected to include traffic signals at the relocated intersection, and possible additional
intersection lighting. Lighting may also be installed at the intersection of the new airport
' entry road and the relocated NC 22. Light emissions from intersection lighting and
traffic signals are expected to be minimal.
3.19 Solid Waste Impact
The project has no direct relationship to solid waste collection, control or disposal other
than minimal issues associated with the actual construction itself. Concrete and asphalt
' debris, as well as organic debris generated from construction of the project can be
accommodated by the Moore County Landfill located approximately 15 miles from the
project site. In addition, there are several private landfills in the County that can
accommodate construction debris. Impacts to the landfills from the storage of
construction debris would consist of a reduction in landfill storage volume.
' 3.20 Construction Impacts
Specific effects during construction which may create adverse environmental impacts
include noise from construction equipment, noise and dust from delivery of materials,
creation of borrow pits and disposal of spoil, air pollution from burning debris, and water
pollution from erosion. In addition, occasional problems arise from increased vehicular

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t Moore County Airport Road Relocation Page 46 August 20, 1999

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operations, when numerous deliveries of materials from outside sources will be
necessary. Where possible, haul routes will be established and deliveries scheduled
to minimize disruptions to any nearby residents. Staging areas and haul routes will
be restored to approximately original conditions by regrading and reseeding, where
needed.
3.21 Other Considerations
3.21.1 Environmental Justice
Executive Order 12898, signed into law on February 11, 1999, requires each federal
agency to the greatest extent allowed by law, to administer and implement their
programs, policies, and activities that affect human health or the environment in a manner
as to identify and avoid "disproportionately high and adverse" effects on minority and
low-income populations.
Within the proposed development corridors, based on project area surveys at various
times as part of land acquisition projects, the racial composition is estimated to be 100%
non-minority. None of the households to be relocated are projected to be below the
poverty level, based on 1990 US Census interpolations. Table 1, in Section 2, shows a
detailed summary of the projected environmental impacts and safety benefits of the
proposed road relocation. As noted in the table, there are no "significant negative
impacts" (SI-) anticipated either on the physical or human environment. Therefore, from
the standpoint of environmental justice, there are no "disproportionate" impacts to assess.
Therefore, no "disproportionately high or adverse" effects on either minority or low-
income populations are anticipated to result from this project. The possibility of
Environmental Justice being an issue in the roadway relocation project is likely quite
remote.
3.21.2 Hazardous Waste
A Limited Phase I Environmental Site Assessment was performed by Enviro-Sciences,
Inc. to identify potential environmental liabilities in the project area. The site assessment
was limited in nature; that is, it did not include any soil, groundwater, radon or other
sampling. An abandoned above ground petroleum storage tank located on airport
property will be removed in accordance with all applicable rules and regulations by
a contractor licensed to perform the work, if the tank is located in the project area.
Several discarded and rusted 55-gallon steel drums were observed in the area of the
nursery along Poverty Hill Road. If the drums are in the project area and are found
to contain hazardous materials, they will be disposed of in accordance with RCRA
and all applicable state and local regulations. Pole-mounted transformers owned by
Carolina Power and Light Company are present in various areas of the project. It is not
known if the transformers contain PCB's. If any poles are located in the project area, they
will be relocated by Carolina Power and Light Company. The site assessment concluded
that the only issue of concern would be inspection of structures prior to demolition for the
presence of asbestos containing materials. The assessment in included in Appendix C.
DRAFT Environmental Assessment Talbert & Bright, Inc.
Moore County Airport Road Relocation Page 48 August 20, 1999

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APPENDIX A
PROJECT CORRESPONDENCE

TALBEf~." BR/GHT /NC.
engineering & pla~it2ing consultants

~I
U

January 24, 1997
Mr. David Brook
Deputy State Preservation Officer
109 E. Jones Street
Raleigh, NC 27601-2807
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. M3201-L
Dear Mr. Brook:
H~
As per my conversation with Ms. Glenhill-Earley on Friday, January 24, 1997, there are safety
concerns about clearances over NC 22 and SR 1843 off the end of Rumvay 5 at the Moore County
Airport. It is possible the FAA may provide the Moore County Airport with a grant in the near
f~iture to purchase the land to relocate these roadways. Enclosed is a map depicting t~~. o possible
alijnments for these roadway relocations.
We have been asked by the FAA to quickly develop a scope of work to address this possible road
relocation. On previous Airport projects in this vicinity, comments from the State Preservation
Office indicated that there are no historical or archaeological sites in this area. However, we request
you please provide us with any comments or concems to aid us in developing a scope of work for
an Environmental Assessment so we can determine if a site survey is necessar}'.
If you need any additional information, please advise. Thank you ver}• much for your time and
assistance in expediting this matter.
Sincerely,
i~
G. Martin W nn r. P.E.
Y >
' GMW/arr
J

Tho ('n~tnn F'rrhnnao • ~~1 N. Fmnt .CtrPPf • jtTilminPtnn. NC 28401 • (9101 763-5330 • Fax [phone]

II
J

i!

~,+ STATE o
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~~ '~ A
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~M, ,, ,. y2..
sp Pu MF~~ ~ ,
•R~uzssy'
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
February 12, 1997
G. Martin Wynn Jr., P.E.
Talbert & Bright
321 North Front Street
Wilmington, NC 28401
Re: IV":oor e Co;.+nty' Airport, relocate ~!C 22 ar.d cR 1843,
TBI No. M3201-L, ER 97-8366
Dear Mr. Wynn:
Division of Archives and History
Jeffrey J. Crow, Director
Thank you for your letter of January 24, 1997, concerning the above project.
We have conducted a search of our files and are aware of no structures of historical or
architectural importance located within the planning area. However, since a comprehensive
survey of historic architectural resources in Moore County has never been conducted, there
may be structures of which we are unaware located within the planning area.
If there are any structures more than fifty years old in the project area, please send us
photographs (Polaroid-type snapshots are fine) of each structure. These photographs
should be keyed to a map that clearly shows the site location. If there are no buildings
over fifty years old in the project area, please notify us in writing.
There are no known archaeological sites within the proposed project area. Based on our
present knowledge of the area, it is unlikely that any archaeological resources which may
be eligible for inclusion in the National Register of Historic Places will be affected by the
~, project construction. We, therefore, recommend that no archaeological investigation be
conducted in connection with this project.
The above comments are made pursuant to Section 106 of the National Historic
PreJer'v'aii0i i r~l'.i ai i~ il'ie A:aV~$vr`y'r..Ot;~ ~C~l^.^ HiStOr~C PreSer~~atinn'g P~gi_;la±ipr,c fer
Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763.

~, Sincerely,
~ ~~
1 David Brook
Deputy State Historic Preservation Officer
DB:slw
cc: Federal Aviation Administration
NCDOT Division of Aviation
' 109 East Jones Street • Raleigh, North Carolina 27601-2807 g~~

2 cr- ! - ~ -7 ~ I
engineering & planning co~tsultants
February 14, 1997
Mr. Bart S. Nuckols, Planning Director
Town of Southern Pines
108 SW Broad Street
_ Southern Pines, NC 28387
'~ RE: Moore County Airport
Roadway Relocation
TBI No. 3201-9701
Dear Mr. Nuckols:
Thank you for taking the time to meet with me yesterday to discuss the subject project. Enclosed
are two copies (one fiill size and one half size) of the proposed alternatives for the relocation of NC
22 and SPA 1843 for your review and comment.
As we discussed, Alignment #2, which is shown on the Airport Master Plan, meets minimum FAA
clearance standards. However, Alignment #1 moves NC 22 further from the Runway 5 end,
providing greater approach clearances, therefore, is the preferred alternative. The preferred
alignment provides a greater margin of safety in the approach to Rumvay 5.
Please take the time to review the different alternatives and provide us with any comments or
~; suggestions that you may have. Thank you for your time and I look forward to working with you
on this project.
Sincerely,
n
~~,
G. Martin Wynn, Jr., P.E.
GMW/arr

1
The Cotton Exchange • 321 N. Front Street • j~ilminQton, NC 28401 • [phone] • Faz 762-6281

TALBEf~~ .~ BR/GHT /NC.
engineering & planning consultants
Febntary 14, 1997

Mr. Giles Hopkins, Director
Planning and Community Development
PO Box 905
Carthage, NC 28327

RE: Moore County Airport
Roadway Relocation
3201-9701
TBI No
.
-~- - , ...
r~ -
Dear Mr. Hopkins:
Thank you for taking the time to meet with me yesterday to discuss the subject project. Enclosed
are four copies (two fiill size and two half size) of the proposed alternatives for the relocation of NC
22 and SR 1843 for your review and comment.
As we discussed, Alignment #2, which is shown on the Airport Master Plan, meets minimum FAA
clearance standards. However, Alignment # 1 moves NC 22 further from the Runway 5 end,
providing greater approach clearances, therefore, is the preferred alternative. The preferred
alignment provides a greater margin of safety in the approach to Runway 5.
Please take the time to revie~.v the different alternatives and provide us with any comments or
suggestions that you may have. Thank you for your time and I look forward to working with you
on this project.
Sincerely,
G. Martin Wynn, Jr., P.E.
GMW/arr

• tr et • Wilmin ton NC 28401 • 910 763-5350 • Fax [phone]
Tire Cotton E.rchan~e 321 N. Front S e g ( )

i - ~-
TALBE/~i ,~ BFI/GHT, /NC. ~ ~~ '
e~tgineering & planting co~:sttltants
,, February 14, 1997

Mr. Bobby B. Teague, P.E.
Director of Public Works
Town of Southern Pines
140 Memorial Park Ct.
Southern Pines, NC 28387
• RE: Moore County Airport
Roadway Relocation
TBI No. 3201-9701
Dear Mr. Teague:
Thank you for taking the time to meet with me yesterday to discuss the subject project. Enclosed
are t~vo copies (one full size and one half size) of the proposed alternatives for the relocation of NC
22 and SR 1843 for your review and comment.
As we discussed, Alignment #2, which is shown on the Airport Master Plan, meets minimum FAA
clearance standards. However, Alignment #1 moves NC 22 further from the Runway 5 end,
' providing greater approach clearances, therefore, is the preferred alternative. The preferred
alignment provides a greater margin of safety in the approach to Runway 5.
Please take the time to review the different alternatives and provide us with any comments or
suggestions that you may have. Thank you for your time and I look forward to working with you
'~ on this project.

'~~

Sincerely,
G. Martin Wynn, Jr., P.E.
GMW/arr
The Cotton E.rchan~e • 321 R'. Front Street • Wilmington, NC 28401 • [phone] • Fax [phone]

,~ - TALBEf7T~. ~3i9/GHT /NC,
engineering & planning consultants
February 17, 1997
Mr. Joe Clendenin, District Engineer
NC Department of Transportation
PO Box 1067
Aberdeen, NC 28315-1067

t
t
1
L~

RE: Moore County Airport
Environmental Assessment and Road Relocation
TBI No. 3201-9701
Dear Mr. Clendenin:
~G C./ ~ `t ~ .~
~,---~
As part of the Airport Master Plan Update for the Moore County Airport, Talbert & Bright, Inc.,
developed a new Airport Layout Plan (ALP). The ne~v ALP shows NC 22 and SR 1843, which are
in the approach to Runway 5, being relocated because of violations to current FAA clearance
standards.
Enclosed are two copies (one ficll size and one half size) of the proposed roadway relocation
alternatives for your review and comment. Alignment #2, which was shown on the ALP, meets
minimum FAA clearance standards. Alignment #1, the preferred alignment, moves NC 22 further
from the end of Runway 5, providing greater approach clearances, provides a greater margin of
safety in the approach to Runway 5.
Please review the different alternatives and provide any comments or suggestions that you may have
to aid us in the development of these alignments. Thank you for your time and I look forward to
working with you on this project.
Sincerely,
%~~~
G. Martin Wynn, Jr., P.E.
t GMW/arr
The Cotton Exchan e • 321 N. Front Street • Wilmington, NC 28401 • [phone] • Fax [phone]
g

TALBERi .~ Bf~/GHT /NC.
engineeriirg & planning conscrltartts

t

L1
February 17, 1997
Mr. Michael Garner
Planning and Zoning Administrator
10 Pine Ridge Drive
Whispering Pines, NC 28327
RE: Moore County Airport
Environmental Assessment and Road Relocation
TBI No. 3201-9701
Dear Mr. Garner:
~!
:-
As part of the Airport Master Plan Update for the Moore County Airport, Talbert & Bright, Inc.,
developed a ne~v Airport Layout Plan (ALP). The new ALP shows NC 22 and SR 1843, which are
in the approach to Runway 5, being relocated because of violations to current FAA clearance
standards.
Enclosed are two copies (one frill size and one half size) of the proposed roadway relocation
alternatives for your review and comment. Alignment #2, which was sho~~~n on the ALP, meets
minimum FAA clearance standards. Alignment #1, the preferred alignment, moves NC 22 further
from the end of Runway 5, providing greater approach clearances, provides a greater margin of
safety in the approach to Runway 5.
Please review the different alternatives and provide any comments or suggestions that you may have
to aid us in the development of these alignments. Thank you for your time and I look forward to
working with you on this project.
Sincerely,
=~~~?~ .
W Jr. P.E.
G. Martin y ,
GMW/arr
The Cotton Exchange • 321 N. Front Street • Wilmington, NC 28401 • [phone] • Fax [phone]

TALBE/~i _. Big/GHT /NC. ~Z ~~ ^ ~1 ~ s
~~ _ ~- ~
ertgineeruig & plnnnrng consultants
..
i March 27, 1997

Mr. Whit Webb, Manager of Program Development
North Carolina Department of Transportation
PO BoY 25201
Raleigh, NC 27611
_ RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
Dear Mr. Webb:
` The Federal Aviation Administration had recently approved a new Master Plan for the Moore
Count}' Airport. During the development of this new ALP, the determination was made that two
existing roadways (NC 22 and SR 1843), which are in the approach to Runway 5, violate current
FAA design criteria outlined in AC I50/~300-13. Portions of these roadways are located in the
Runway Safety Area (RSA) and the Runway Obstacle Free Area (ROFA). In addition, the Airport
cannot obtain the proper approach clearances over High~yay NC 22. In order to meet the FAA
design criteria, NC 22 and SR 1843 need to be relocated. Enclosed are two copies of a preliminary
layout depicting the proposed aligrunents for these roadway relocations for your review and
comment.
It is possible the FAA may provide the Moore County Airport with a grant in the near future to
purchase the land to relocate these roads. We are attempting to coordinate with the various agencies
in order to develop a satisfactory aligrunent so that an environmental assessment can be performed.
~h'e would appreciate any comments/approval from }'our office on the relocation of roadways NC
22 and SR 1843 as shown on the enclosed map as soon as possible. If you need any additional
information, please advise. Thank you very much for your time and assistance in this matter and I
,_, look forward to meeting with you in the near future.
Sincerely,
G. Martin Wynn, r., P.E.

GMW/arr
T{io ('nltnn F.rchnnoe • 321 N. Front ,Street • ~Vilminpton. NC 28401 • [phone] • Fax [phone]

TALBEh , ~ B!-~/GHT /NC.
cr-ginecring & planning consultants
1997
21
May
,

Mr. Bobby B. Teague, P.E.
Director of Public Works
Town of Southern Pines
140 Memorial Park Court
Southern Pines, NC 28387
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701

Dear Mr. Tea ue:
g

This letter is to confirm the date of the meeting to discuss the subject project. The meeting has been
rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
Sincerely,
1 G. Martin tiVy r., . .
GM~V/arr
--- - - --- -~ ..._ ,.._... _... _.._,. r.. ~....-,~,

...J r~-
TALB~, . Tc~ Bfl/GHT /NC.
ertgirtccring & planning consultants --
May 21, 1997
Mr. Michael A. Nash
Executive Director
Moore County Airport
PO Drawer 5809
Pinehurst, NC 28374-5809
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
Dear Mr. Nash:
This letter is to confirm the date of the meeting to discuss the subject project. The meeting has been
rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
Sincerely,
G. Martin ~Vyn ., .E
GM~V/arr
- - -- - - ---.. __..._.,.... .....,....~ ~~~.. .~, ra-. i~.ni

~. -- - ,
TALBE, , i~~ BA/GHT /NC.
engineering & planning consultants
1997
21
M
ay
,

Mr. Bart S. Nuckols, Planning Director
Town of Southern Pines
180 SW Broad Street
Southern Pines, NC 28387
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
Dear Mr. Nuckols:
This letter is to confirm the date of the meeting to discuss the subject project. The meeting has been
rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
Sincerely,
G. Martin ~~'yni , •., P.E.
GM W/arr
l
1
_ _ --_ .. ~ ,. ..... .ii. nninr _ inrn~ ~ft~ c7~n _ f"_--'7L7 ~7S?1

TALB~, , T~ Bf~/GHT /NC.
cirgi»ccri~tg & pinnniitg consuitn~~ts -- , .
1 May 21, 1997
Mr. Giles Hopkins, Director
Planning and Community Development
Moore County
PO Box 905
Carthage, NC 28327
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
ear Mr. Ho kips:
D p
i This letter is to confirm the date of the meeting to discuss the subject project. The meeting has been
rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
Sincerely,
G. Martin W;
GMW/arr

~~~ .~-~"( U~ r` ~
j TALB~, . I-c~ B!~/GHT /NC.
c~-gincering & planning consultnnLs - -
Ma 21, 1997
Y
Mr. Michael Garner
Planning and Zoning Administrator
10 Pine Ridge Drive
1 Whispering Pines, NC 28327
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
Dear Mr. Garner:
This letter is to confirm the date of the meeting to discuss the subject project. The meeting has been
' rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
Sincerely,
G. Martin ~Vynn, Jr., P
GMW/arr

u

t
e~.n~~~~
~' T~ ~.
~ ~
.®~.~,;
JAnnES B. HUNT JR.
GOVERNOR
Apri128, 1997

MEMORANDUM TO: W. F. Rosser, P.E.
i=;?Y
~~0 i-c7c> I
~ -I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P.O. BOX 25201. RALEIGH, N.C. 27611-5201

GARLAN ~ B. GARRET J R.
SECRETARY
PROGRAM DEVELOPMENT BRANCH
Division Engineer
FROM: Whitmel H. Webb, III, P.E.
Manager, Program Development ranch
SUBJECT: Relocation of NC 22 and SR 1843 for the proposed rung;~ay expansion
project at the Moore County Airport
t
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Members of my staff have made a site visit to evaluate the two alternative alignments, as
suggested by Talbert & Bright, Inc., for relocation of NC 22 and SR 1843 around the Moore County
Airport.
The alternates as proposed, do not appear appreciably different. Terrain is generally the
same, effects on existing roadways appears the same, and traffic patterns will be generally the same.
Of the two alternates suggested, we would favor Alternate 1 from the standpoint that it would put
traffic the farthest distance from the runways thereby creating the least amount of disturbance to
motorists.
Although each of the suggested alternates appear reasonable, we would propose a third
alternate for consideration. This third alternate is a combination of Alternates 1 and 2 and is shown
in yellow on the attached layout. I feel that this combination would improve sight distance and
reduce the skew of the new NC 22-SR 1843 intersection.
Construction cost estimates for each of the alternates is being developed at this time and will
be supplied to you when complete.
If I can provide you with any additional information, please let me know. Thank you.
WHW/dwc
cc:;/Mr. Marty Wynn, Talbert & Bright, Inc., w/attachment
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SOP __ .. _._ .__ _.__._._....._. ___... _ ..__-_ _
MOORS COUNTY AIRPORT - .. .. .. ---... .._._.......
SOUTHERN PINGS, NOR'11-1 CAROLINA _.... ___ ... ---- -._ ._ -. -. - ----.... .rr.,;.r.er;r,, ~ pl•,r,r„r,y eo. v,rllurrl.
PRELIMINARY LAYOUT FOR THE -- - -- - ------- -.. --- ---..---... _... _._...-.- _ _----
.. ..... .......... _... .. .._... .. .. .. ~ r.w li The I nllur. tiuhnr.p. r f
... _ . ]ll N. 1'ror.l J'1 Mllrr.lr.plu r N
Ill ~/ Illl 14.'.r.Np• Ilr'+1
RELOCATION OF NC 22 & SR 1843 ~__._. __. ... _..-_____._. _._.._.-.---------.-... _-_ -_.-.__.
RCVlslous

TALB~, , Tc~ Bf1/GHT //1/C.
c-rginccring & pln-ucing co-csultn-us --
' 1997
21
M
,
ay

Mr. Joe Clendenin, District Engineer
NCDOT
PO Box 1067
Aberdeen, NC 28315-1067
RE: Moore County Airport
1 Relocation of NC 22 and SR 1843
TBI No. 3201-9701
L Dear Mr. Clendenin:
This letter is to confirm the date of the meeting to discuss the subject project. The meeting has been
rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
Sincerely,
G. Martin Wy
GM`V/arr

TALBEh , ~ B!~/GHT, /NC.
c~tginccrr~ig & planni~:g consultants -
May 21, 1997
Mr. Whitmel H. Webb, III, P.E.
r Manager, Program Development Branch
PO Box 25201
Raleigh, NC 27611-5201
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
I Dear Mr. Webb:
This letter is to confirni the date of the meeting to discuss the subject project. The meeting has been
' rescheduled for Thursday, May 29, 1997, at 1:00 p.m. in the terminal building conference room at
the Moore County Airport.
' Sincerely,
G. Martin W n, Jr. .E.
GM~V/arr
I
1
1

1
1
1
1
1
TALB~RT &. BRIG~.T -- A - ~
July 18, 1997
Mr. Joe Clendenin, District Engineer
NCDOT
PO Box 1067
Aberdeen, NC 28315-1067
RE: Moore County Airport
Relocation of NC 22 and SR 1843
TBI No. 3201-9701
Dear Mr. Clendenin:
Enclosed is the preliminary horizontal layout for the above listed project as req~~ested. If you should
have any questions or need additional information, please call.
Sincerely,
G. Martin W nn, Jr., .E.
GMW/arr
ENGINEERING & PLANNING CONSULTANTS
___. .. _~~..~-__-- ... ..... ....... ~..-... ~.r 70•!11 O/l17.7 :7:1 [fY 01f17C7 C'1Q1

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February 11, 1998
Mr. Bitl Rosser, Division Engineer
NC Department of Transportation
PO Box 1 U67
Aberdeen, NC 2831-1067
RE: Moore County Airport
Roadway Relocation
TBI No. 3201-9701
Dear Mr Rosser:
Enclosed is the revised alignment of \C 22. Afield surt•ey of the approved alignment uullcated chat
a nz~~•ly constructed office buildin~l «~as located on the centerline of the proposed ali~~nment. ~~'e
ha~•e n1o~•~d the northern tie in along \C 22 towards the airport in order to miss this building. Please
rc~~ic„• the adjusted ali~,nmert and pro~~id•~ us am' comments you may ha~•e so that ~~•z can continue
thy: en~~ironlllcntal assessment for the roadway relocation.
Sincerel~~,
G. Martin «'}•nn. Jr., P.E.
G~~1~1'/arr
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET bYlLh11NGTON. NC 2801 910.763.5350 FA\ 910.702.6281

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U.S. Department
of Transportation
Federal Aviation
Administration
February 19, 1998

Airports District Office, FAA
Campus Building
1701 Columbia Avenue, Suite 2-260
College Park, Georgia 30337-2747
[phone] FAX: [phone]
Mr. Michael Nash
Executive Director
Moore County Airport
Post Office Box 5809
Pinehurst, NC 283 74
Deaz Mr. Nash:
This is in response to your letter of Januan~ 23, 1998, where you requested our concurrence in a
plan to relocate hi~liway NC 22 and not relocate SR 1843, where both roads violate several FAA
design standards at the approach e~id of ninway 5. In concumng with such a plan we would be
granting a waiver to our design standards. However, since there is an environmental assessment
(EA) underway which covers the proposed relocation of both roads we have decided not to
render a decision oil the requested waiver prior to its completion.
Also, if a completed EA yields results that ~~~ould allow the relocation of the roads the airport may
not be precluded ti-om relocating only one of the roads, if a waiver is granted, or relocating the
roads at different times. These optio,ls would be available if relocating only one of the roads has
no significant impact on the other. Therefore, in consideration of your request we recommend that
you also assess as part of the EA the affects ot'relocating only one of the roads.
Sincerely,

~J

Terry R. Washington
Program Manager
cc: Steve Bright, PE ,Talbert and Bright, Inc.
Partners in creating tomorrow's airports -~

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STATE OF NORTH CAROLINA
DEPARTMENT OF T~tANSPORTATION
~AMES B. HUNT ~R. D[V[S[ON OF HIGHWAYS E. NOttRIS Tot.soN
GOVERNVIt SECRETARY
March 3. 1998
TALBERT AND BRIGHT, INCORPORATED
321 North Front Street
Wilmington, North Carolina 25401
' Cicntiemcn:
This is to advise that our Department has compieted a review of}'our preliminan~ lay out for the
' relocation of NC 22 and SR 1843 near the southwestern corner of the Moore County Airport
This review has generated several questions and concerns regarding the proposed ali~tuncnt and
construction phasing. The proposed horizontal alignment includes cur,'es ~~~ith sharper radii than our existing
roadways. Can these curves be flatten ~~ithout a detrimental impact on existing stntchu•es. etc.'?
The prcliminan' plan does not clearly indicate the future access points to NC 22 from the airport
operation. It is recommended that access to the foci tank Farm be a sin~.;lc paint access point opposite Rai nor
Road All other airport facilities should be sen iced from an intcrnatl airport roadway net~~~rk. ratltcr than
having additional drives into NC 22.
During our conversation regardim, the prclitninarv rcvie«, there ~~-as an indication that this project nta~
' be phased ~~ith the NC 22 relocation being done at one time. and then SR 1843 be relocated latter. ICthis concept
is utili~cd. what is the proposed handling of the signalized intersection during the interim'? .am interim
trcaUuent would require an intersection design ~~ ith similar geoutetric features and signalization as currently in
place.
Our Department has been contacted regarding the proposed roadway realignments. and after a "finale
design concept is developed. what t~~pe public hearings, ete. are proposed for this project'? Sontc c.f the propcrft
' o~~ncrs ha~c expresscct a high de~_.ree of cona,rn al}out the iu:p:,ct oT the proposed changes ttpon their propcllics
and feel that thc~ need to be better i-~tormcd on the project.
If our officr. can be of lurther assistance. please advise.
l''ours ver<~ tntly.
~~~~ --.
W. F. Rosser. P.E.
. I)[VISIUN E\GI\EER
c: Mr. G. R. Kindle}
' NIr. ~~,'. C. Garner
h~tr. J. A. C'lend:,nin
\lr. Don Goins
\lr. Whit Webb
1'.• i'•o~10(~7..\h:rda.n.\,~rthCar,dina 281>-1Qt;?

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TALBE ~T & BRIGS ~
December 1, 1998
Mr. John Hefner
Field Supervisor
United States Department of the Interior
Fish and Wildlife Service
Raleigh Field Office
P.O. Bos 33726
Raleigh, NC 27636-3726
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Hefner,
A- ~
We are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and drawing of the project. Please provide tls with
any comments you have regarding the project for inclusion in the Environmental Assessment. Call
me if you have any questions or require additional information.
Sincerely,
Am son
Project Engineer
enclosures
ENGINEER]NG & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON. NC 28401 910.763.5350 FAX [phone]

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ELBE RT & BRIGI-~
December 1, 1998
Ms. Chrys Baggett
Director
N.C. State Clearinghouse
Department of Administration
116 W. Jones Street
Raleigh, NC 37611
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Ms. Baggett,
We are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached are 16 copies each of the project description and drawing. Please
distribute these items through the Clearinghouse. Call me if you have any questions or require
additional information.
Sincerel
Am son
Project Engineer
enclosures
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON. NC 28401 910.763.5350 F.~X 910.762.6281

TALBERT & ~3RIG~
December 1, 1998
Mr. Allen Davis
Regulatory Specialist
USAED, Wilmington
RG-L
P.O. Box 1890
Wilmington, NC 28402
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Davis,
As you know, we are in the process of preparing an Environmental Assessment for a road relocation
near the Moore CoLlnty Airport. Attached is a description and drawing of the project. Please provide
us with any comments }'ou have regarding the project for inclusion in the Environmental
Assessment. Call me if yotl have any questions or require additional information.
Sincerely,
Am on
Project Engineer
enclosures
ENGINEERING & PUNNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILh11NGTON, NC 28401 910.763.5350 FAX [phone]

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T~ILBER~ & BRIGHT
December 1, 1998
Mr. Bobby Willis
Flood Plain Management Services Branch
Department of the Army
Wilmington District, Corps of Engineers
P.O. Box 1890 '
Wilmington, NC 28402
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Willis,
VVe are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and dl-a~ving of the project. Please provide Lls With
an}• comments you have regarding the project for inclLlsion in the Environmental Assessment. Call
me if you have any questions or regLlire additional information.
Sincere
Am son
Project Engineer
enclosures
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET W1Lh1lNGTON. NC 28401 910.763.5350 F.~,Y 910.762.6281

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December 1, 1998
Ms. Tessa Chadwick
Asst. State Conservationist for Programs
United States Department of Agriculture
Natural Resource Conservation Service
4405 Bland Road, Suite 205
Raleigh, NC 27609
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Ms. Chadwick,
We are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and drawing of the project. Please provide us with
any comments you have re`arding the project for inclusion in the Environmental Assessment. Call
me if you ha~•e any questions or require additional information.
Sincere ~,
Amy o ertson
Project Engineer
enclosures
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON. NC 28401 910.763.5350 E.~.Y 910.762.6281

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TAI.BE~' & ~3RI.G~T
December 1, 1998
Mr. Richard Barkes
Assistant Manager of Aviation Development
NCDOT -Division of Aviation
P.O. Box 25201
Raleigh, NC 2201'
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Barkes,
We are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and drawing of the project. Please provide us ~r•ith
any comments yoLl have regarding the project for inclusion in the Environmental Assessment. Call
me if you have any gLlestions or require additional information.
Sincerely,
Am son
Project Engineer
enclosures
ENGINEERING & PUNNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FFONT STl'.EET WILMINGTON. NC 28401 910.763.5350 FAX [phone]

December 1, 1998
Mr. Ted Bisterfeld
Office of Envinromental Assessment
U.S. E.P.A. Region 4
61 Forsyth Street, S W
Atlanta, GA 30303
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Bisterfeld,
We are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and drawing of the project. Please provide us ~vitll
any comments you have regarding the project for inclusion in the Environmental Assessment. Call
me if you have any questions or require additional information.
Sincerely,
Am obe on
Project Engineer
enclosures
ENGINEERING & PUNNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON. NC 28401 910.763.530 FA.\' 910.762.62S1

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December 1, 1998

Mr. Dan Cockrum
Chief of Operations
U.S. Department of the Interior
National Park Service, Southeast Region
100 Alabama Street SW
1924 Building
Atlanta, GA 30303
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Cockrum,
~Ve are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and drawing of the project. Please provide us with
any comments you have regarding the project for inclusion in the Environmental Assessment. Call
me if you have any questions or require additional information.
Sincerely,
Amy son
Project Engineer
' enclosures
1
ENGINEERING & PUNNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON. NC 26401 910.763.5350 F.~.Y 910.762.6281

rev 3~0~
.~ ~_,' ~.
~,. ~~~ s
l ~ ..~.~,,.~
North Carolina
Department of Administration
James B. Hunt, Jr., Governor Katie G. Dorsett, Secretary
December 11, 1998
`~ Ms. Amy Robertson
Talbert & Bright
321 N. Front Street
Wilmington NC 28401
Dear P~1s. Rob:,rtson:
Subject: Scoping -Proposal to relocate the intersection of NC 22 and SR 1843 southwest of
airport to comply with FAA safety regulations
The N. C. State Clearinghouse has received the above project for intergovernmental review. This
project has been assigned State Application Number 99-E-0000-0357. Please use this number with
all inquiries or correspondence with this office.
Review of this project should be completed on or before O1/11/1999. Should }'ott have any
questions, please call [phone].
Sincerely,
~~. ~_
Ms. Chrys Baggett
Environmental Policy Act Coordinator

' 116 West Jones Street * Ralei;h, North Carolina 27603-8003 * Telephone [phone]
State Courier 51-O1-00
:\n Eoual Onoonunity/Affirmative Action Employer

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TALBERT & ~3RIG~-IT
December 16, 1998
Ms. Jackie Sweatt-Essick
Environmental Program Manager
FAA Regional Office
P.O. Box 20636
ASO-610
Atlanta, GA 30320
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Ms. Sweatt-Essick,

~Ve are in the process of preparing an En~•ironmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and dra~~~inQ of the project. Please provide us with
any comments you have regardinU the project for inclusion in the Environmental Assessment. Call
me if you have any questions or require additional information.
Sincere
,' C
Amy o er~tson
Project Engineer
enclosures
c: N.C. State Clearinghouse
N.C.D.O.T. -Division of Aviation
U.S. Army Corp of Engineers -Regulator}' Branch
U.S. Army Corp of Engineers -Flood Plain Management Services Branch
U.S.D.A. Natural Resource Conservation Service
U.S. E.P.A. Region 4
U.S. Department of the Interior -Fish and Wildlife Ser~•ice
U.S. Department of the Interior -National Park Ser<•ice, Southeast Region
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET ~NIL!`tINGTON, NC 2801 910.763.5350 FAX [phone]

TO:
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Ms. Amy Robertson
Talbert & Bright Engineering & Planning Consultants
The Cotton Exchange
321 N. Front Street .
Wilmington, North Carolina 28401
1,U i - ~ I U 1 ~ - ~
Thank you fur your lEltcr requesting infoririatiuri ur recomrr~endations fiom the U.S. Fish and
Wildlife Service. This form provides the Service's response pursuant to Section 7 of the
Endangered Species Act, as amended (16 U.S.C. 1531-1543), and the Fish and Wildlife
Coordination Act, as amended (16 U.S.C. 661-667d).
Re: Environmental Assessment for Moore County Airport Road Relocation. Moore County
Project Name/Location/County
December 1. 1998 99-0185
Date of Incoming Letter Log Number
~' The attached page(s) list(s) the federally-listed species which may occur within the project
area.
_ Based on the information provided, it appears that your project site does not contain
suitable habitat for any Federally-listed endangered or threatened species known to occur
in the area.
~' ~ - If the proposed prof ect will be removing pines greater than or equal to 30 years of age in
pine or pine/hardwood habitat, surveys should be conducted for active red-cockaded
woodpecker cavity trees in appropriate habitat within a '/z mile radius of project
boundaries. Ifred-cockaded woodpeckers are observed within the project area or active
cavity trees found, the project has the potential to affect the red-cockaded woodpecker,
and you should contact this office for further information.
Endangered Species Coordinator Date

COl~1iV10N NA:`IE
SCIENTIFIC NAhIE
STATUS
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MOORS COUNTY
Critical Habitat Designation:
Cape Fear shiner, Netropis mekistocl:olas -Approximately 1.5 miles of Fork Creek, from
a point 0.1 river mile upstream of Randolph County Road 2873 Bridge downstream to the
Deep River then downstream approximately 4.1 river miles of the Deep River in Randolph
and Moore Counties, North Carolina, to a point 2.5 river miles below Moore County Road
1456 Bridge. Constituent elements include clean streams with gravel, cobble, and boulder
substrates with pools, riffles, shallow runs and slackwater areas with large rock outcrops and
side channels and pools with water of good quality with relatively low silt loads.
Vertebrates
Bachman's sparrow
Southern hognose snake
Robust redhorse
Cape Fear shiner
i Red-cockaded woodpecker
Northern pine snake
Aimophila aestivalis
Heterodon simus
~~foxostoma robustum
<<~otropis mekistocholas
Picoides borealis
Pituophis melanoleucus melanoleucus
FSC
FSC
FSC
Endangered
Endangered
FSC*
Afay I4, 1998 Page 30 of48

I COMMON NAME SCIENTIFIC NAME STATUS
Invertebrates
Brook floater
Arogos skipper
Atlantic pigtoe
Sandhills clubtail dragonfly
Yellow lampmussel
Vascular Plants
`Georgia indigo-bush
Sandhills milkvetch
Venus flytrap ,
Resinous boneset
White wicky
Sandhills bog lily
• Bog spicebush
Heller's trefoil
Savanna cowbane
Wavyleaf wild quinine
Conferva pondweed
Sandhills pyxie-moss
Michaux's sumac
Alabama beaksedge
Sun-facing coneflower
American chaffseed
Spring-flowering goldenrod
Pickering's dawnflower
Roughleaf yellow-eyed grass

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Alasmidonta varicosa FSC
Atrytone arogos arogos FSC
Fusconaia masoni FSC
Gomphus parvidens carolinus FSC
Lampsilis cariosa FSC
Amorpha georgiana var. georgiana FSC
Astragalus michauxii ~ FSC
,Dioitea muscipula FSC
Eupatorium resinosum FSC
~Kalmia cuneata FSC
Lilium iridollae FSC
~Lindera subcoriacea FSC
,Lotus helleri FSC
Oxvpolis ternata FSC
Parthenium radfordii FSC
Potamogeton confervoides FSC*
Pyxidanthera barbulata var. brevistyla FSC
Rhus michauxii Endangered
y
Rhynchospora crinipes FSC
Rudbeckia heliopsidis FSC
Schwalbea americana Endangered
r
Solidago verna FSC
Stylisma pickeringii var. pickeringii FSC
Xyris scabrifolia FSC
~tifav 14, 1998 Page 31 ~f 48

1~Y:
Status Definition
Endangered A taxon "in danger of extinction throughout all or a significant portion of its range."
Threatened A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
Proposed A taxon proposed for official listing as endangered or threatened.
C1 A taxon under consideration for official listing for which there is sufficient iafo,-.:ration to
support listing.
FSC A Federal species of concern-a species that may or may not be listed in the future (formerly
C2 candidate species or species under consideration for listing for which there is insufncieat
information to support listing).
T(S/A) Threatened due to similarity of appearance (e.g., American alligator )--a species that is
threatened due to simila.-iry of appearance wtth other rare species and is listed for its protection.
These species are not biologically endangered or threatened and are not subject to Section 7
i consultation.
EXP A taxon that is listed as experimental (either essential or nonessential). Experir..cntal,
t nonessential endangered species (e.g., red wolf) are treated as threatened on public land, for
consultation purposes, znd as species proposed for listing on private land.
'~ Species with 1, 2, 3, or 4 asterisks behind them indicate historic, obscure, or incidental records.
*Historic record -the species was last observed in the county more than 50 years ago.
**Obscure record -the date and/or location of observation is uncertain.
**'Incidental/migrant record -the species was observed outride of its normal range or habitat.
***'Historic record -obscure and incidental record.
'In the November 4, 1997, Federal Register (55822-55825), the northern population of the bog tu:,':e (from tiew
York south to Maryland) was listed as T (ti~.reatened), and the southern population (from Virginia south to Georgia)
was listed as T(S/A) (threatened due to sir..iiariry of appearance). The T(S/A) designation bans t're collection and
interstate and international commercial trade of bog turtles from the southern population. The T(S; ~) designation
has no effect on land-management activities by private landowners in North Carolina, par of the southern
population of the species.

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~t•fay l4, ! 998
Page 48 of 48

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USDA
'~d States
Department of
ulture December 18,1998
i ral Amy Robertson, Project Engineer
Ms
;esources
ervation .
Talbert and Bright
>~ce The Cotton Exchange 321 N. Front Street
Wilmington, NC 28401
.405 Bland Rd.
205
gh, NC 27609
RE: Moore County Airport Road Relocation
919) 873-2134 Environmental Assessment
TBI No. 3201-9701
Dear Ms. Robertson:
Thank you for the opportunity to comment on the proposed Environmental Assessment
for the Moore County Airport Road Relocation project. We would request that impacts
to prime and unique farmlands be fully evaluated in accordance with provisions of the
Farmland Protection Policy Act of 1981, PL 97-98.
Please advise if you have questions.
Sincerely,
\ ~ ,~, ~
Theresa M. dwick
Assistant State Conservationist (Programs)
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The Natural Resources Conservation Service works hand-in-hand with the
American people to conserve natural resources on private land AN EQUAL OPPORTUNITY EMPLOYER

~ TALBERT & BRIGHT ~ ~ ~
December 28, 1998
Mr. Rusty Thompson
Assistant Area Traffic Engineer
N.C. Department of Transportation
P.O. Box 1150
Fayetteville, NC 28302
RE: Moore County Airport
Environmental Assessment for Relocation of Intersection of S.R. 1843 and N.C. 22
TBI Job No: 3201-9701
Dear Mr. Thompson,
This letter serves to summarize our phone conversation today about N.C. 22 and S.R. 1843. As we
discussed, Talbert & Bright is perforn~ing an Environmental Assessment for the relocation of the
intersection of the roads near the Moore County Airport. Our preliminary layout of the road
relocation was reviewed in March 1998 by Mr. Bill Rosser, the Division Engineer. I recently called
Mr. Joe Clendenin of the Division Engineer's office seeking confirnlation of the design speed for
the roads. Mr. Clendenin referred me to Mr. John Alford in the Roadway Design office in Raleigh
and Mr. Alford then referred me to your office.
My understanding from our conversation is that, in the absence of an 85`h percentile study (which
has not been performed), the design speed is the same as the posted speed. The posted speed of I~T.C.
22 is 4~ mpli in the area of the intersection with S.R. 1843. The posted speed for S.R. 1843 is also
45 mph except on the leg of the road east of the intersection carrying traffic eastbound toward
Whispering Pines, «•here the posted speed is 55 mph. The 1997 average daily traffic (ADT) for N.C.
22 is 7500 south of the intersection and 4800 north of the intersection. The ADT for S.R. 1843 is
6700 west of the intersection and 2000 east of the intersection.
Thank you again for your assistance in this matter.

Sincerel
Amy bertson ~~
Project Englneer
c: Mr. Joe Clendenin
Mr. John Alford
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON. NC 28401 910.763.5350 FAX [phone]

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T_.~LBERT & BRIG~iT
December 29, 1998
Mr. John Hefner
Field Supervisor
United States Department of the Interior
Fish and `Vildlife Service
Raleigh Field Office'
P.O. Box 33726
Raleigh, NC 27636-3726
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Hefner,
~ -i
Thank yoll for your timely response to our scoping letter for the Moore County Airport Road
Relocation. Per our phone conversation this morning, the Biological Assessment for this project has
been completed, and I am forivarding the enclosed copy to yoLl in advance of the completion of the
Environmental Assessment for your review. Please provide us with any comments you may have
for inclusion in the Environmental Assessment. Call me if you have any questions or require
additional information.
c: Dr. J. Carter III
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON, NC 28401 910.763.5350 F.A?C 910.762.6281
Yro~ect Y:nglneer
enclosure

~l

December 29, 1998
TALBERT & ~RIG~-I-.~
Mr. Tommy Roberts
Program Manager
FAA Southern Region
1701 Columbia Avenue
Suite 2-260
College Park, GA 30337-2747
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Roberts,
~E'e are in the process of preparing an Environmental Assessment for a road relocation near the
Moore County Airport. Attached is a description and dra~~•in~ of the project ~~~hich «~e have also
foltij: arded to Jackie Sweatt-Essick, the U.S. Fish & Wildlife Service, the N.C. State Clearinghouse,
the U.S. Arley Corp of Engineers, the National Resource Conservation Service, the N.C. Division
of Aviation, the U.S. E.P.A., and the National Park Sen•ice. Please provide Lls «•ith any comments
you have regarding the project for inclusion in the Em•ironmental Assessment. Call me if you have
any questions or require additional information.
enclosures

ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET 1NILMINGTON, NC 28401 910.763.5350 F.~\ 910.762.6281

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.~~y.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
]AMES B. HUNT ]R.
GOVERNOR
January O5, 1999
MOORE COUNTY
Ms. Amy Robertson, Project Engineer
Talbert and Bright
The Cotton Exchange
321 North Front Street
Wilmington, North Carolina 28401
Dear Ms. Robertson:

E. Nox~s TOLSON
SECRETARY
After receiving a copy of your letter to Mr. Rusty Thompson, Assistant Area Traffic
Engineer, I wanted to send you copies of the Department's Roadway Design ~~lanual that
r:ppl: to selectin~,T a desi~-n spee:l for a protect.
As you indicated in your letter, the average daily traffic on all approaches to the
intersection of NC 22 and SR 1843, Airport Road is greater than 2000 vehicles per day.
Specific criteria in the Roadway Design Manual that would apply to selecting a design
speed are:
When design speeds are established, every effort shall be made to use the
highest design speed that is practical. The design speed of a facility should
be a minimum of 5 miles per hour above the anticipated posted speed limit.
2. Rural arterials are normally designed with design speeds of 40 to 70 miles
per hour depending on terrain, driver expectancy, and whether the roadway
is on new location or an existing facility.
3. The chart for Rural Collectors, Minimum Design Seeds reflects a design
speed of 60 miles per hour for a rural collector road in level terrain with a
design year ADT of 2001 vehicles per day or greater.
Another factor is that the existing 45 mile per hour speed limit is the result of lowering the
speed limit from 55 miles per hour on a road where development increased rather than
selecting a 45 mile per hour speed limit during a design process. Most likel}~, the original
design speed on NC 22 and SR 1843 was 55 or 60 miles per hour. Using a lower design
speed would not be consistent with driver expectancy.
P. O. Box 1067, Aberdeen, North Carolina 28315
df -~ t

Ms. Amy Robertson
Page 2
January O5, 1999
The criteria in the Roadway Design Manual would indicate that the design speed and the
posted speed limit are not necessarily the same. To provide a margin of safety for
motorists whose running speeds are at or exceed the posted speed limit, the design speed
I should be higher than the posted speed limit where practical.
Since the relocation of NC 22 and SR 1843 will be new construction, it is recommended
that both roads be designed as high volume rural collector streets with a design speed of
60 miles per hour.
If we can be of further assistance, please let me know.
Sincerely, `
J. A. Clendenin
District Engineer

JAC:jcp
c: W. F. Rosser, P.E.
John Alford
D. W. Privette, ATTENTION: Rusty Thompson
File
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December 28, 1998
Mr. Rusty Thompson ~~ 4. 1999 ~=~~~1
Assistant Area Traffic Engineer
N.C. Department of Transportation DIVISI0~1 8, DISTRICT 2
P.O. Box 1150 DEPART(YiENT OF TP.4ySFORTATIO~t
Fayetteville, NC 28302

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RE: Moore County Airport
Environmental Assessment for Relocation of Intersection of S.R. 1843 and N.C. 22
TBI Job No: 3201-9701
Dear Mr. Thompson,
This letter ser<'es t0 summarize out• phone conversation today about N.C. 22 and S.R. 1843. As ~~•e
discussed, Talbert R Bright is performing an Environmental Assessment for the relocation of the
intersection of the roads near the ti'Ioore County Airport. Our preliminan• layout of the road
relocation was revie«~ed in March 199S by h~Ir. Bill Rosser, the Division Engineer. I recently called
Mr. Joe Clendenin of the Division Engineer's office seeking confirmation of the design speed for
the roads. Mr. Clendenin referred me to Mr. John Alford in the Roadway Design office in Raleigh
and h-Ir. Alford then referred me to your office.
My understanding from our conversation is that, in the absence of an SSh percentile study (~~•hich
has not been performed), the design speed is the same as the posted speed. The posted speed of N.C.
22 is 4~ mph in the area of the intersection ~~•ith S.R. 1543. The posted speed for S.R. 1 S43 is also
45 mph except on the leg of the road east of the intersection carrying traffic eastbound to~~•ard
~~'hispering Pines, where the posted speed is 55 mph. The 1997 average daily traffic (ADT) for \T.C.
22 is 700 soLlth of the intersection and 4S00 north of the intersectionz. The ADT for S.R. 15=13 is
G700 west of the intersection and 2000 east of the intersection.
Thank you again for your assistance in this matter.
c: Mr. Joe Clendenin
It~1r. John Alford
ENGWEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 32l N. FRONT STREET WILhUNGTON. NC 28101 910.703.5350 FAX [phone]
CHARLOTTE. NORTH CAROLINA WILh11NGTON. NORTH CAROLINA RICH.~t~~~ \'!RGIti!a.
rro~ect t;nglneer

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ROADWAY DESIGN M. JAL PART I
FUNCTIONAL CLASSIFICATION 1-lA
Functional classification is the process by which streets and
highways are grouped into classes, or systems, according to the
character of services they are intended to provide. The
designer must realize that individual roads and streets do not
serve travel independently. Rather, most travel involves
movement through a network of roads. Therefore, the functional
classification of a road must be determined before design
criteria can be established for any proposed improvements being
studied by the Roadway Design Unit and/or Design Services Unit.
On a normal roadway project with an approved planning report,
the functional classification is normally given. They will be
one of the following: Interstate, Freeway, Arterial (including
expressways); Collector, and Local.
DESIGN SPEED 1-1B
Geometric design features should be consistent with the design
speed as shown in the planning report or as determined by the
Project Engineer or Section Engineer. Consideration should be
given to roadside development, vertical and horizontal
alignment, terrain, functional classification, traffic volumes
and other contributing factors that are not specifically
mentioned but may be a factor on a project by project basis.
When design speeds are established, every effort shall be made
to use the highest design speed that is practical to attain a
desired degree of safety, mobility and efficiency. The design
speed of a facility should be a minimum of 5 mph above the
anticipated posted speed.
NOTE: The design speed in the Planning Report for bride
replacement projects pertains to the horizontal
curvature recommended in the report. Actual design
speed attainable for the bridge and approaches will be
determined by the Project Design Engineer or Assistant
Section Engineer after reviewing grades, possible
right of way damages, posted speed, etc.
It is the responsibility of the Project Engineer in Roadway
Design or the Engineering Coordination Section Engineer to
review the design speed selected. The selected design speed
shall be sho;-;n on the project title sheet with other design
data.
The following guidelines provide minimum design speeds for
each functional classification. (See the following pages)
REV. DATE 2/26/93
t

i ROADWAY DESIGN ~NUAL PART I
DESIGN SPEEDS (continued) 1_1B
Geometric design features should be consistent with a design
speed selected as appropriate for environmental and terrain
conditions. Low design speeds are generally applicable to roads
with winding alignment in rolling or mountainous terrain or
where environmental conditions dictate. High design speeds are
generally applicable to roads in level terrain or where other
environmental conditions are favorable. Intermediate design
speeds would be appropriate where terrain and other
environmental conditions are a combination of those described
for low and high speed. The following tables lists values for
minimum design speeds as appropriate for traffic needs and types
of terrain. Terrain types are listed below. Also, see Part I,
1-1D for additional information.
LOCAL RURAL ROADS
MINIMUM DESIGN SPEEDS
1 Type of Minimum Design Speeds (mph) For Design Volumes of
Terrain ------------------ ------- ----------------------
Current Year ADT Design Year ADT
U
d
50 50

----- n
er
-250 2
---------- ------- 51-400 401 and Over

Level
Rolling ----
30 30
20 30 -------
40
30 ----------------------
50
40
Mountainous 20 20 20 30

For additional information, see A Policy on Geometric Design of
Highways and Streets (1990), Page 420.

RUR AL COLLECTORS

~ MINIMUM DESIGN SPEEDS
.
..:..
Type of
Minimum Design
Speeds (mph)
For Design
Volumes of:
Terrain ---------- ------------- ------------ ---------
--

- -Current Year
----- ---------- ADT
--------- Design Year ADT

L
l
400 & Under ----------------
Over 401 1000-2000
------ -----------
2001 & Over
------
----
eve 40 50 50 60
Rolling 30 40 40 50
Mountaino us 20 30 30 40

For additional information, see A Policy on Geometric Design of
Highways and Streets (1990) , Page 468.

REV. DATE 2/26/93

ROADWAY DESIGN ME ~L PART I
DESIGN SPEEDS (continued) 1-1B
LOCAL URBAN STREETS
MINIMUM DESIGN SPEEDS
Design speed is not a major factor for local streets. For
consistency in design elements, design speeds ranging from 20 to
30 MPH may be used, depending on available right-of-way,
terrain, adjacent development, and other area controls.
In the typical street grid, the closely spaced intersections
usually limit vehicular speeds, making the effect of design
speed of little significance. Design speeds exceeding 30 MPH in
_ residential areas may require longer sight distances and
increased curve radii, which would be contrary to the basic
function of a local street.
For__Additional_-Information,--See-_AASHTO-GEOMETRIC--DESIGN--OF
HIGHWAYS AND STREETS (1990),_Page_433___________________________
URBAN COLLECTORS
t MINIMUM DESIGN SPEEDS
Design speed is a factor in the design of collector streets.
For consistency in design elements, a minimum design speed of 30
mph or higher should be used for urban collector streets,
depending on available right-of-way, terrain, adjacent
development, and other area controls.
In the typical street grid, the closely spaced intersections
usually limit vehicular speeds and thus make the effect of
design speed of lesser significance. Nevertheless, the longer
sight distances and curve radii commensurate with design speeds
higher than the value indicated result in safer highways and
should be used to the extent practicable and feasible.
For Additional Information, See AASHTO-GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS (1990), PAGE 479.
RURAL ARTERIALS
MINIMUM DESIGN SPEEDS
R
l
ura
arterials are normally designed with design speeds of 40
to 70 mph depending on terrain, driver expectancy and whether
the design is construction on new location or reconstruction of
an existing facility. Design speeds in the higher range, 60 to
70 mph, are normally used in level terrain, design speeds of 50
to 60 mph are normally used in rolling terrain and design speeds
of 40 to SO mph are used in mountainous terrain.
For Additional Information, See AASHTO-GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS (1990), PAGE 493.
REV. DATE 2/26/93

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North Carolina
Department of Administration
James B. Hunt, Jr., Governor Katie G. Dorsett, Secretary
January 12, 1999
1 Ms. Amy Robertson -
Talbert & Bright
321 N. Front Street
Wilmington, NC 28401 .
Dear Ms. Robertson: -
i SCH File # 99-E-0000-0357; Sco in Pro osal to relocate the intersection of NC 22 and SR 1843
P g P
southwest of airport to comply with FAA safety regulations
The above referenced project has been reviewed through the State Clearinghouse Intergovernmental
Review Process. Attached to this letter aze comments made by agencies reviewing this document.
Should you have any questions, please do not hesitate to call me at [phone].
Attachments
cc: Region H
1
Sincerely,
L,"`~'"~, h ~~
Ms. Chrys Baggett
Environmental Policy Act Coordinator
116 West Jones Street Raleigh, North Carolina ?7603-8003 Telephone [phone]
An Equal Opportunity / AfFrtnati~e Action Employer

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NORTH CAROLINA DEPARTMENT OF

) ENVIRONMENT AND NATURAL RESOURCES
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JAMES 8. HUNTJR.-'~:'
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VYAYNE MCDEViTi''~~:~. i•~ ~. MEMO

SECRETARY ~-
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7: To: Chris Baggett
State Clearinghouse
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From: Melba McGee
' - - ~ ~ Environmental Review Coordinator

- ~. - Subject: 99-E-0357
~
- Date: Janua 8 1999
ry

1 - The attached continents are for the applicant's information.
.
- -
Thank you for the opportunity to review.
- ..: _. -
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-
. - Attachment

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21999
' ~: - . N.C. STATC C~EArciNGNLUS~
P.O. BOX 27687, RALEIGH NC 2761 1-7687 / 512 NORTH SALISBURY 57REET, RALEIGH NC 27604
US/EHNR:
sTATE
NC
715.3060 www
EHNR
4 FAX 919
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PHONE [phone]
' AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RELY OLEO/105o POST-CONSUMER PAPER

, State of North Caroli- ~~ _ /JD
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Department of En~•ironment and Natural Resources ReviewingOS -
ERGOVERNMENTAL REVIEW -PROJE CT COMMENTS Project Number: ~1 ~ G D3S7 Due Date: ~' ~ ~~
r review of this project it has been determined that the ENR permit(s) nnd/or approvals indicated may need to be obtained in orde r for this project to
comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of the form. •
applications, infotTrtation and guidelines relative to these plans and perYrtits are available from the same Regional Office.
Notmnal Process Time
(statutory time limit)
PER1vIITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
O permit to construct & operate wastewater Ueatmrnt Application 90 days before begin construction or award of construction 30 days
facilities, sewer system aGrnsions & sewtt systems contracts. Otrsiu inspection Posl-application technical eoafett:ace usual.
not disclarging into stau surface waters. (90 days)
O NPDES - permit to discharge into surface water and/or Application 180 days before begin activity. Otrsiu irtspectioa Pre-application 90-120 days ;
permit fo operate and conslrtrd wariewater facilities confttrnce fount. Additionally, obtain permit to Constrtrd wastewattt
discharging into state surface waters. treatmrnt facility-granted after NPDES. Reply time, 30 days after receipt of (N/A)
plans or issue of NPDES pcrntit-whichever is later.
O Water Use Petmit Praapplication technical conference usually necessary 30 days
(N/A)
O Well Construction Permit Complete application must be received and permit issued prior to the 7 days
installation of a well. (i S days)
Dredge and Fill Permit Application copy must be served on each adjacent riparian property owner. SS days
On-siu inspection. Pre-application confttrnce usual. Filling may require
Euemrnt to Fill from N.C. Department of Administration and Federal Dredge (90 days)
and Fill Permit
O Pemtit to constrvet & opttate .4ir Pollution Abatement N/A
facilities and/or Emission Sources as per 15 A NCAC 60 days
(2Q.0100, 2Q.0300, 2H.0600)
Any open burning associated with subject proposal
must be in compliance with 15 A NCAC 2D.1900
i
O Demolition or renovations of structures containing 60 days
asbestos material must be in compliance with 15 A
NCAC 2D.1110 (a) (1) which requires notification and
removal prior to demolition. Contact Asbestos Convol N/A
' Crroup 919-733-0820. (90 days)
O Complex Source Permit required under I S A NCAC
2D.0800
1
J
0. The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion &
' sedimentation control plan will be required if once or mor e aces to he disturbed. Plan filed with proper Regional Ol~ce (land Quality 20 days
Sect) At least 30 days before beginning activity. A fr. o f S30 for the first aae and 52000 for each additional aae or part must (30 days)
accompany the plan.
O The Sedimentation Pollution control Act of 1973 mus, be addressed with respect to the refttrnced Local Ordinance. (30 days)
O Mining Permit On-site inspection usual. Surety bond filed with ENP. Bond amount varies
d
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s
30 da
ne
grea
tt
. Any are [W
an
with typo mine and number of acres of affecte y
than one aae muri be permitud. The appropriate bond must be received (60 days)
'
i before the permit can be issued.
Division Forest Resources if permit exxeds 4 days
t:?
-siu i
ection b
N
C
s
1 day
O t
North Carolina Burning perm y
.
.
n
n
p
(iv/A)
O Special Ground Clearance Burning Permit - 22 On-siu inspection by N.C. Division Forest Resources required "if more than 1 day
counties in coastal N.C. with organic soils Fve saes of ground clearing activities are involved. Inspections should be (tv/A)
requested at least trn days before actual burn is planned."
O Oil Refuting Farilities N/A 90-120 days
(N/A)
O Dam Safety Permit Upermit required, application 60 days before begin construdion Applicant
must hire N.C. qualified engineer to: prepare plans, inspect construction,
certify consuvdion is according to ENR approved plans. May also require 30 days
' permit under mosquito control program. And a 404 permit from Corps of
Engineers. An irupectiori of siu is necessary to verify Hazard Classifiation A (60 days)
minimum fee of S200.00 must accompany the application An additional
processing fee based on a pttcentage or the total project cost will be required
upon completion.

Continued on reverse
Normal Process Time
(statutory time limit)
f pE~S SPECIAL APPLICATION PROCEDURES a REQUIREMENTS
O Permit to drill exploratory oil or gas well File surety bond of SS,000 with ENR tumtirtg to State of NC oonditianal that
any well oprned by drill operator shall, upon abandonmrnt, be plugger
according to ENR rules and regulations. 10 days
(NSA)
O Geophysical Exploration Permit Application filed with ENR at least 10 days prior to issue of permit
Application by letter. No standard application form 10 days
~~A)
State Lakes Construction Permit Application fee based rm structure siu is charged. Must include desaiptioas 8c
drawings of structure & proof of ownership of riparian property. 15-20 days
~~A)
401 Water Quality Certification N/A 60 days
(130 days)
O CAMA Permit for MAJOR developmrnt 5250.00 fee must axrnnpany application SS days
(lso says)
CAMA Permit for MINOR developmrnt SS0.00 fee must accompany application 22 drys
(25 days)
Severn! gtodtiic monuments are locattd in or near the project area. If any monuments need to be moved or destroyed, please notify:
N.C. Geodetic Survey, Box 27687, Raleigh, NC 27611
O Abandonment of any wells, if rcqu'ved must be in accordance with Title 1 SA Subcfiapter X.0100.
O Notification of the proper regional office is requested if"orphan" underground storage tanks (LISTS) ate discovered during any excavation operation
O Compliance with 1 SA NCAC 2H 1000 (Coastal Stortnwattr Rults) is required. 45 days
(N/A)
• I Other corrvnrnts (attach additional pages u necessary, being certain to cite commrnt authority)
^ REGIONAL OFFICES
_ Questions regardinP these perniltt should be addressed to the Regional 01rce marked below.
O Asheville Regional Office O Fayetteville Regional Office
59 Wooditn Place Suite 714 Wachovia Building
Asheville, NC 28801 Fayetteville, NC 28301
[phone] [phone]
'_ . D b{ooresville Regional t)ffct O Raleigh Regional Office
919 North h{ain Stmt, P.O. Box 930 3800 Barrett Drive, Suite 101
_ Mooresville, NC 2811 S Raleigh, NC 27609
[phone] [phone]
O Washington Regional Office O Wilmington Regional Office
i
943 Washington Squarc b{all on
127 Cardinal Drive Extens
Wuhington, NC 27889 Wilmington, NC 28403
919) 946-6481 [phone]
D Wiruton-Salem Regional Office
383 Waughtown St.
Winston-Salerr>, NC 27107
[phone]

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JAMES B. HUNT JR."~~.~
GOVERNOR _-.
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YNE MCDEVITT~~"~
ECRETARY ~= 'y ~:,~,A
. PHILIP K:TdCKNEL'tYJ
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~~"~ NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF PARKS AND RECREATION
7anuary 5, 1999
1~1JLd~l~ltt11`I L U lY1
TO: Melba McGee
FROM: Stephen Hall S ~~'
SUBJECT: Scoping -Relocation of Roads to Eliminate Airport Hazard, Moore
County Airport
REFERENCE: 99-E-0357
The proposed project is located within 0.5 miles of a colony of red-cockaded
woodpeckers (Picoides borealis), federally and state listed as Endangered.
Construction of new road alignments and intersection could potentially affect foraging
habitat for this species. We therefore recommend that the US Fish and Wildlife
Service be consulted about how best to avoid, minimize, or otherwise mitigate the
impacts to this species.
P.O. Box 27667, RALEIGH NC 2761 1-7687 PHONE [phone] BI FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50`Yo RECYCLED/1 O'yo POST-CONSUMER PAPER

' ~ . ~ ~~ State of North Ca, ~lina
Department of Environment
and Natural Resources ~ ~
Division of Water Duality
j James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary ~~
r c or
A. Preston Howard, Jr., P.E., DI e t
December 30, X998
' MEMORANDUM
TO: Melba McGee, DENR
FROM: Gloria Putnam, DWQ SEPA Coordinator
RE: Comments on Moore County Airport Road Relocation
' Scoping Document
DENR #99-0357, DWQ# 12308
The Division of Water Quality (DWQ) requests that the following topics be
discussed in the EA/EIS document:
F,. Identify the streams potentially impacted by the project. The current stream
classifications and use support ratings for these streams should be included. This
information is available from DWQ through the following contacts:
Liz Kovasckitz -Classifications - 919-733-5083, ext. 572
Andrea Leslie -Use Support Ratings - 919-733-5083, ext. 577
B . Identify the linear feet of stream channelization/relocations. If the original stream
banks were vegetated, it is requested that the channelized/relocated stream banks be
' revegetated.
C. Identify the number of stream crossings.
' D. Will permanent spill catch basins be utlized? DWQ requests that these catch basins
be placed at all water supply stream crossings. Identify the responsible party for
maintenance.
E. Identify the stormwater controls (permanent and temporary) that will be used
F . Please ensure that sediment and erosion control measures are not placed in
wetlands.
G . Wetland Impacts
i) Identify the federal manual used for identifying and delineating jurisdictional
wetlands.
ii) Have wetlands been avoided as much as possible?
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

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iii) Have wetland impacts been minimized?
iv) Mitigation measures to compensate for habitat losses.
v) Wetland impacts by plant communities affected.
vi) Quality of wetlands impacted
vii) Total wetland impacts.
viii) List the 401 General Certification numbers requested from DWQ.
H. Borrow/waste areas should avoid wetlands to the maximum extent practicable.
Prior to the approval of any borrow/waste site in a wetland, the contractor shall
obtain a 401 Cert~cation from DWQ. '
I. Please rovide a conce tual wetland miti ation lan to help the environmental
P P g P
review. The mitigation plan may state the following:
1. Compensatory mitigation will be considered only after wetland impacts have
been avoided and minimized to the maximum extent possible.
2. On-site, in-kind mitigation is the preferred method of mitigation. In-kind
mitigation within the same watershed is preferred over out-of-kind mitigation.
3. Mitigation should be in the following order: restoration, creation, enhancement,
and lastly preservation.
J. The EA should discuss in detail project alternatives that alleviate traffic problems
without road extension, such as mass transit and traffic congestion management
techniques.
DWQ is also concerned about secondary wetland impacts. For DWQ to concur
with an alternative in the mountains or the piedmont, DOT will need to commit to full
control of access to the wetland parcels or DOT to purchase these parcels for wetland
mitigation.
' Written concurrence of 401 Water Quality Certification may be required for this
project. Applications requesting coverage under our General Certification I4 or General
Permit 31 (with wetland impact) will require written concurrence. Please be aware that 401
Certification may be denied if wetland or water impacts have not been avoided and
minimized to the maximum extent practicable.
Please call Cyndi Bell at [phone] if you have any questions on these
comments.

1

mek:V9-0357 Moore County Airport Road
cc: Cyndi Bell -DWQ -Wetlands/401 Unit

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North Calrolina ~Iildlife Resources Coxx~missiox~~
X12 N. Salisbury Strert, Raleigh, North Caroling 27604-1188, 919-733-3391
Ci~arles R. Fullwood, Executive Director
MEMORANDUM
TO: Melba McGee, Environmental Coordinator
office of islat' d Int rnmental Aff$irs
From: Uwen F. rs n
Habitat Conservation Program
Date: January 7, 1993
SUBJECT: Scoping for Relocation of Highway NC 22 and S1Z 1843 for the Moore County
Airport, Moore County, Nicks and Mill Creeks, Cape Fear River Basin, Project
No. 99-F,-0357
Stat1' biologists with the North Carolina Wildlife Resources Commission have reviewed
the subject rroject. for potential impacts to fish and wildlife resources and sensitive habitats. Our
comments arc provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C 4332(2)(c)) acid the Fish and Wildlife Coordination Act (48 Stat. 401, a:; amended; 16
U.S.C 661-667d}, and the North Cazolina Environmental Policy Act (G.S. 113A-1 tltrough
113A-10; 1 NCnC 25).
' Moore County Airport is proposing to relocate the intersection of I-iighwa}~ NC 22 and
SR 1843 southwest ol'the airport to comply with safety criteria developed by the Federal
Aviation administration. The exact location of the alignment l:as not been deiem~iucd; however,
to mcel NC Dot requirements a realignment of 7,250 feet of NC 22 and 6,570 fc;ct of SR 1843 is
anticipated. The new alignments will require approximately 20 acres for rights of way and some
wetland irupacls are antietpated.
Moore County rrovidcs habitat for a number of endangBred, threatened, special concern
and significantly rare plants and animals. There aze records of the federally endangered red-
cockaded woodpecker (Picoides borealis) in the general area of the proposed work. Based on
the maps provided, the road does not appear to directly impact the locations shown in our
database. However, adverse impacts to this species could result if foraging areas or suitable
nesting habitat are removed. Twig rush, (Cladium mariscoides), resinous boneset {~;~~pularium
' resinosum) and conferva pondweed (Potamogeton confervoides) are rare plants known from the
beneral vicinity of the project and could be found within the project corridor if suitable habitat
exists.

t Maorc County hirport 2 January• 7, 1999
Protect Na. 99E0357
' Wetlands in the area are important to fish and wildlife and to protecting water quality in
Nicks and Miil creeks. Roth of these streams are protected as water supply watershed.
Culvcrting of streams, channclization of streams, or filling of wetlands will result in adverse
' impacts to aquatic resources.
l~hc information provided is not sufficient for our staffto mflke definitive
' recommendations or conclusions concerning this project. Due to stnfflimitations, this
standardized response was developed for projects such as this. Although some of the
information, requests and comments may not be applicable to certain projects, these guidelines
should facilitate preparation offish and wildlife impact assessments. This information will be
' very useful if ii becomes necessary to prepare an environmental document.
In addition to addressing the concerns discussed above, the environmental document
should include a detailed assessment of existing natural resources within these areas of potential
development and should discuss the potential of mitigating development impacts to wetlands,
waters and high quality upland habitat. Additionally, to provide a meaningful review of
' proposed project impacts on fish and wildlife resources, we request that consultants, project
sponsors or permit applicants provide the following information in the environmental document:
1, Include descriptions of fish and wildlife resources within the project area, and a listing of
federally or state desi1~Tnated threatened, endangered or special concern species. When
practicable, potential borrow areas to be used for project construction should be included
in the inventories. A listing of designstul s;~ecies can be developed through consultation
with: The Natural Heritage Program, NC I)vision of Parks and Recreation, P. O. Box
27687, Ralcigli, NC 27G11, PH: (919) 733-~I81.
2. include descriptions of any streams or wetlands affected by the project.
3, lnclude project maps identifying wetland areas. Identification of wetlands may be
accomplished tlu~ough coordination with the U.S. Army Corps of Engineers {COE). If
the CO]/ is nat cansulted, the person delineating wetlands should be ~dentificd and
criteria listed.
' 4. Provide a description of project activities that wilt occur within wetlands, such as fill or
channel alteration, Acreage of wetlands impacted by alternative project designs should
be ] fisted.
5. Provide rt description and a cover type map showing acreage of upland wildlife habitat
impacted by the~project.
6. Discuss the extent to which the project will result in loss, degradation or fragmentation of
wildlife Habitat (wetlands and uplands).
7. Discuss any measures proposed to avoid or reduce impacts of the project or to mitigate
unavc~idablc habitat losses.
8. niscuss the cumulative impacts of any secondary development facilitated by the proposed
facilities. Such discussion should weigh the economic benefits of such growth against
the costs of associated environmental degradation.
' (a) Tnclude specific measures that will be used to manFtga storn~water a~ the source.
i, J

Moore County Airport 3 January 7, 1999
Project No, 99E0357
' (b) Include srecific measures that will be used to protect stream corridors, riparian
habitat a~~d a minimum of a I00-year floodplain.
9. Include a list of doctunent preparers that shows each individual's professional background
and qualifications.
' Measures to avoid or minimize impacts to sensitive resources, including wetlands, should
be implemented during construction, Where impacts to wetlands are unavoidable, we will
recommend mitigation of the lasses. In addition to proYiding wildlife habitat, wetland areas
' perform important functions of flood control and water quality protection.
"1'o avoid or minimize wetland impacts, we offer several generalized recommendations.
Utility lines should he placed in or adjacent to upland azeas. It is recommended that a mininiuin
100-foot buffer of natural vegetation be left between construction corridors and the banks of
perennial streams. 1'liese buffers will help m;nim;2e impacts to water qualify, stabilize stream
banks and provide travel corridors for wildlife. Trees and shrubs should be retained ~r
established in the buffers. Boilers should also be left along intermittent drains or streams. Y
Plant communities should be re-established in temporarily disturbed wetlands that will
result in wetland plant community succession into habitat of equal or greater valuz than that
which was destroyed. llisturbed wetland areas should be returned to original soils and contours.
Temporarily disturbed wetlands should be reseeded with annual small grains appropriate for the
season (c.g. oats, millet, rye, wheat, annual lespedeza or rye grass) and be allowed to revert to
natural wetland vegetation. Crossings of wetlands and streams should be minimized, located at
narrow areas and made perpendicular to the stream.
"I~hank you for t}ic opportunity to provide input in the early planning states for this
project. If we can be of further assistance, please contact our office at [phone].
~ u.

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John Hcfncr, Supervising Biologist, USFWS
Stcvc Hall, Zoologist, Natural Heritage Program

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January 20, 1999
Ms. Laura Breeding
Federal Aviation Administration -ADO
1701 Columbia Ave., Suite 2-260
College Park, GA 30337-2747
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Ms. Breeding,
Attached is the federal and state correspondence we have received to date regarding the proposed
road relocation for the Moore County Airport. I will continue to forward agency comments to you
as I receive them. Call me if you have any questions or need additional information.
enclosures
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON, NC 28401 910.763.5350 FA?C 910.762.6281
C'HARI(ITTF NCIRTH C'ARCl11NA WIIMINGTCIN NCIRTH C'ARClI1NA RiCHMC~ND 4'IRGINIA

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO January 25, 1999
Planning Services Section
Ms. Amy Robertson
Project Engineer
Talbert & Bright
321 North Front Street
Wilmington, North Carolina 28401
Dear Ms. Robertson:
This is in response your letter dated December 1, 1998, requesting our comments
on "Moore County Airport Road Relocation Environmental Assessment, TBI No.
3201-9701" (Regulatory Division Action I.D. No. 199801465).
Our comments involve impacts to flood plains and jurisdictional resources that
include waters, wetlands, and U.S. Army Corps of Engineers projects. There are no
Corps projects that would be impacted by the proposed improvements. Enclosed are
our comments on the other issues.
We appreciate the opportunity to comment on this project. If we can be of further
assistance, please contact us.
1
Enclosure
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Copy Furnished:
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Sincerely,
C. Alex Morrison, Jr., P.E.
Chief, Technical Services Division
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January 25, 1999
Page 1 of 1
U S ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON:
"Moore County Airport Road Relocation Environmental Assessment, TBI No.
3201-9701" (Regulatory Division Action I.D. No. 199801465)
1. FLOOD PLAINS• POC -Bobby L. Willis, Planning Services Section, at
[phone] ,
The proposed project is located within the jurisdictional limits of the town of
Southern Pines and the village of Whispering Pines, both of which are participants in
the National Flood Insurance Program. However, from a review of Panel 155 of the
Moore County, North Carolina and Incorporated Areas Flood Insurance Rate Map, the
proposed project would not be located in an identified flood hazard area. This is
confirmed by a review of the pertinent United States Geological Survey topo map
("Southern Pines, N.C."). Although the realignment of NC 22 would cross a small
tributary, there is not enough drainage area at this location to produce significant
flooding.
2. WATERS AND WETLANDS: POC - Mr. Allen Davis, Wilmington Field Office,
Regulatory Division, at (910) 251- 4466
Placement of fill material into any wetlands present on this property requires prior
permit authorization from the U.S. Army Corps of Engineers. Please contact Mr. Davis
for specific information regarding permitting.

U.S. Department
of Transportation
Federal Aviation
Administration
February 8, 1999
Ms. Amy Robertson
Talbert & Bright, Inc.
The Cotton Exchange
321 North Front Street
Wilmington, NC 28401
~~UL~'~'/u1 N- /
Airports District Office, FAA
Campus Building
1701 Columbia Avenue, Suite 2-260
College Park, Georgia 30337-2747
[phone] FAX: [phone]
RE: Moore County Airport Road Relocation
Dear Ms. Robertson:
I have met with Jackie Sweatt-Essick of the Airports Regional Office, and Tommy Roberts and
Larry Clark of the Atlanta Airports District Office regarding the above-referenced project. I
have also reviewed the responses you have received so far from the North Carolina D.O.T., the
N.C. State Clearinghouse, the U.S. Department of the Interior/ Fish and Wildlife Service, the
USDA, NCDENR, and the N.C. Wildlife Resources Commission. I am responding on behalf of
all the FAA individuals you have coordinated with, and in the future you may send
correspondence related to this project to me, and I will coordinate with the others if necessary.
At this point in the environmental process, a number of questions were raised. Primarily, it
should be ensured that the concerns raised by all the other entities are thoroughly and completely
answered. Please continue to forward the correspondence between you and these government
agencies/departments for our review and record. Also, please clarify the statement made in your
Description of Project, "A wetlands delineation, Limited Phase I Environmental Site
Assessment, and a Biological Assessment have been or are being completed." We are not
familiar with the terminology "Limited Phase I..."-- what does it consist of? As these
documents are completed, please forward copies of them to the Atlanta Airports District Office
for review. Let me know if I can be of any further assistance to you during this process.
Sincerely,
~~0- ~. ~ ~.
L ura A. Breedin P.E, U
a g,
Program Manager

cc: Mr. Mike Nash, Moore County Airport
Partners in creating tomorrow's airports ~

~ TALBERT & BRIGH 1" 3~ ~ - q Zvi ~ - ~

Februa 12 1999
ry

Ms. Laura Breeding
Federal Aviation Administration -ADO
1701 Columbia Ave., Suite 2-260
College Park, GA 30337-2747
RE: Moore County Airport Road Relocation
Environmental Assessment
'~ TBI No. 3201-9701
Dear Ms. Breeding,
As ou re uested in our 1/8/99 letter, attached is a copy of the Biological Assessment and Limited
Y q Y
Phase I Environmental Site Assessment for the Moore County Airport Road Relocation. The
Limited Phase I Environmental Site Assessment was performed to identify potential environmental
liabilities in the project area. The site assessment was limited in nature; that is, it did not include any
soil, groundwater, radon or other sampling. The site assessment concluded that the only issue of
concern would be inspection of structures prior to demolition for the presence of asbestos containing
materials. The Biological Assessment addressed endangered and threatened species, and found no
,~ effect on the red cockaded woodpecker (Picoides borealis) or other species listed as threatened or
endangered. Please note that the Biological Assessment is being amended to address additional
species of concern as requested by U.S. Fish & Wildlife correspondence (forwarded to you on
1/20/99) and to include a description of the wetlands in the project area. I will forward the revised
Biological Assessment to you as soon as it is completed. Please call me if you have any questions
or need additional information.
enclosures
ENGINEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE 321 N. FRONT STREET WILMINGTON, NC 28401 910.763.5350 FAX [phone]
f NenltlTTF t~1~1RTVa (`ARM Ills W1I A.IIN~:T(1N NCIRTH C'AR1111NA • RICH MnNT7. VIRGINIA

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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
April 1, 1999
Ms. Amy Robertson
Talbert & Bright Engineering & Planning Consultants
The Cotton Exchange
321 N. Front Street
Wilmington, North Carolina 28401
Dear Ms. Robertson:
The Fish and Wildlife Service (Service) has reviewed your letter dated March 29, 1999, and revised
Biological Assessment dated February 15, 1999, concerning the preparation of an Environmental
Assessment for Moore County Airport Road Relocation project, located in the vicinity of Southern
Pines, Aberdeen, Pinehurst and Whispering Pines, in Moore County, North Carolina. Our comments
concerning the proposed project are provided in accordance with Section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
Although the revised Biological Assessment addresses some additional species which were not
addressed in the original Biological Assessment dated March 31, 1998, the basic conclusions have
remained the same. We continue to draw your attention to the Service letter dated November 9,
1993, and our more recent letter dated March 24, 1999 (copies attached). As a part of the original
airport expansion proposal, Moore County Airport representatives planned to clear and grub 8 to 9
acres of pine forest in active red-cockaded woodpecker (RCW) cluster SOPI 34 with selective
topping of trees in an additional 6 acres within the forage radius of SOPI 34. They also agreed to
carry out management to suppress the understory growth for 18 acres of pine habitat within the
forage radius of SOPI 34. We continue to recommend that prior to the removal of any pine habitat
within the forage radius of SOPI 34 for airport expansion, that the understory suppression for the 18
acre pine habitat area be carried out as proposed.
Based on the information provided in the revised Biological Assessment for this project and
provided that the management efforts to suppress the understory and enhance RCW foraging habitat
for 18 acres of pine habitat within the one-half mile foraging radius of RCW cluster SOPI 34 is
completed as agreed upon, the Service continues to concur that this project is not likely to adversely
affect any federally-listed endangered or threatened species, their formally designated critical habitat,
or species currently proposed for Federal listing under the Endangered Species Act, as amended.
We believe that the requirements of Section 7 of the Act have been satisfied. We remind you that
obligations under Section 7 consultation must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered; (2) this action is subsequently modified in a manner that was not considered
in this review; (3) a new species is listed or critical habitat determined that maybe affected by the

~' identified action.
Thank you for your cooperation with our agency. If you have any questions regarding this matter,
please contact Ken Graham at 919-856-4520 (ext. 28).
Sincerely,
~; G
ohn M. He er
Ecological Services Supervisor
Attachments: As described above.
CC: Pete Campbell, FWS, Southern Pines, NC
Ralph Costa, FWS, Clemson, NC
Dr. J. H. Carter III, Southern Pines, NC
FWD/R4:Graham:kg3-31-99:919-856-4529: WPWIN6.1/MOOR.AIR.RP3

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~i proposed for Federal listing under the Endangered Species Act, as amended.
We believe that the requirements of Section 7 of the Act have been satisfied. We remind you that
obligations under Section 7 consultation must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered; (2) this action is subsequently modified in a manner that vas not considered
in this review; (3) a new species is listed or critical habitat determined that maybe affected by the
identified action.
Thank you for your cooperation with our agency. If you have any questions regarding this matter,
please contact Ken Graham at 919-856-4520 (ext. 28).
Sincerely,
John M. Hefner
Ecological Services Supervisor
CC: Pete Campbell, FWS, Southern Pines, NC
Ralph Costa, FWS, Clemson, NC
Dr. J. H. Carter III, Southern Pines, NC
FWD/R4:Graham:kg2-18-99:919-856-4529: WPWIN6.1 /MOORAIR.RP2
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March 29, 1999
Mr. John Hefner
Field Supervisor
United States Department of the Interior
Fish and Wildlife Service
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
RE: Moore County Airport Road Relocation
Environmental Assessment
TBI No. 3201-9701
Dear Mr. Hefner,
The Biological Assessment for the above referenced project has been revised based on }'our earlier
response to our scoping letter. I am forwarding the enclosed revision copy to }•ou in advance of the
completion of the Environmental Assessment for your review. Call me if you have any questions
or require additional information.
Sincerely,
r,__ •~
Anly Rob son
Project Engineer
enclosure
c: Dr. J. Carter III
Ms. Laura Breeding «~/ enclosure
Mr. Mike Nash
ENGWEERING & PLANNING CONSULTANTS
THE COTTON EXCHANGE • 3'i N. FFONT STREET • w1LMINGTO\. NC 28401 • 910.763.53:0 • FAl' 910.7o'_.b'_Sl

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April 1, 1999
Mr. Allen Davis
Regulatory Specialist
USAED, Wilmington
RG-L
P.O. Box 1890
Wilmington, NC 28402
RE: Moore County Airport Road Relocation
Wetlands Delineation for Environmental Assessment
TBI No. 3201-9701
Dear Mr. Davis,
~-l
Attached are two sets of wetlands delineation drawings (with transmittals) for the Moore County
Airport road relocation project area. Jurisdictional wetlands in the project corridor were delineated
by Dr. J.H. Carter III & Associates using the Corps of Engineers lYetlands Delineation Mtrnuczl
(1987). Drawing set 1 of 2 (which includes bearing and distance tables and «•etlands delineation
data sheets) is for your use. Please sign and return the drawings in set 2 of 2 to tls as soon as
possible. Call me if you have any questions or require additional information.
enclosures
c: Mr. Mike Nash w/ enclosures
Ms. Laura Breeding
ENGINEERING & PLANNING CONSULTANTS
Tl-IE COTTON EXCHANGE ' 331 N. FRONT STREET • bVlLh11NGTON. NC 23-401 • 910.763.5350 • FAX 910.76?.62S1
CHARLOTTE, NORTH CAROLINA' 1VIL\41NGTON_ NnRTN ra~nl lua • al~'Ftti~n~~n ~-~nr~.n,
Sincerelv.

Apri17, 1999
Mr. David Brook
Deputy State Historic Preservation Officer
North Carolina Department of Cultural Resources
109 East Jones Street
Raleigh, NC 27601-2807
RE: Moore County Airport Road Relocation
~' Environmental Assessment
TBI No. 3201-9701
Dear Mr. Brook,
We are preparing an environmental assessment for a proposed relocation of the intersection of Iv'C 22 and SR 1843 near
the Moore County Airport to address violations of FAA safety criteria. In previous correspondence regarding the
proposed project (copy attached), you requested a photograph of any structures in the planning area more than 50 years
old. A drawing is attached showing the project area and structures located near and within it. It should be noted that
although the project area shown is 400' wide, the road right of way is expected to be approximately 60' wide. The final
location of the road within the corridor will be determined in the design stage of the project. The results of our research
are as follows:
- One house in the planning area is of indeterminate age, but is believed to be less than 50 years old.
"Structure 1" (photo attached) is a frame house and is expected to require relocation or demolition.
- "Structure 2" (photo and description attached) is more than 50 years old, with the owner reporting that it
was constructed in the 1800's. The house was moved and renovated in the 1940's, with brick veneer added
in the 1970's. This house is located within the project area, but is not expected to require relocation or
demolition.
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"Structure 3" (photo and description attached) is of unknown age, and is currently being used as a storage
shed. The structure is believed to be a former filling station. This structure is near the proposed road
relocation (within approximately 300') but is not expected to be impacted. As part of another project, the
Airport would like to acquire the property on which Structure 3 is situated. The current property owner
has expressed the desire to take the structure with her when the Airport acquires her property. The Airport
would consider assisting in the relocation of the structure if needed.
Please call me if you have any questions or require additional information.
Sinc rely,
Robertso
Projec a' er
enclosures
c: Ms. Laura Breeding w/ enc.
Mr. Mike Nash w/ enc.
ENGWEERWG & PLANNING CONSULTANTS
THE COTTON EXCHANGE • 321 N. FRONT STREET • WILMINGTON. NC 28401 • 910.763.53_) • FAX 910.?o2.62S1
CHARLOTTE. NORTH CAROLINA • WILh11NGTON. NORTH CAROLINA • RICHMOND. ~'IRGI\lA

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James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
February 12, 1997
G. Martin Wynn Jr., P.E.
Talbert & Bright
321 North Front Street
Wilmington, NC 28401
Re: l~":oore County Airport, relocate NC 22 and 8R 1 £~43,
TBI No. M3201-L, ER 97-8366
Dear Mr. Wynn:
Division of Archives and History
Jeffrey J. Crow, Director
Thank you for your letter of January 24, 1997, concerning the above project.
We have conducted a search of our files and are aware of no structures of historical or
architectural importance located within the planning area. However, since a comprehensive
survey of historic architectural resources in Moore County has never been conducted, there
may be structures of which we are unaware located within the planning area.
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If there are any structures more than fifty years old in the project area, please send us
photographs (Polaroid-type snapshots are fine) of each structure. These photographs
should be keyed to a map that clearly shows the site location. If there are no buildings
over fifty years old in the project area, please notify us in writing.
There are no known archaeological sites within the proposed project area. Based on our
present knowledge of the area, it is unlikely that any archaeological resources which may
be eligible for inclusion in the National Register of Historic Places will be affected by the
project construction. We, therefore, recommend that no archaeological investigation be
conducted in connection with this project.
The above comments are made pursuant to Section 106 of the National Historic
n ..~, n.-1„~~,.,.,. r`r„~•, ~I '..• t-I~StOr' PreSerVatinr;'g Pcnl~l~+icrc fer
PleJelVdli~Ill /1Gl alid Use nuv wV~Y vJUi~Cin v~. .~+ .-~... ~
Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration, If you have questions concerning the
above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763.
Sincerely,
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North Carolina Department of Cultural Resources
~'~-~ /~
David Brook
Deputy State Historic Preservation Officer
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cc: Federal Aviation Administration
NCDOT Division of Aviation
109 East Jones Street • Raleigh, North Carolina 27601-2807 g~~

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STRUCTURE 1: House is a frame structure of unknown age.
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STRUCTURE 2: Owner reports house was constructed in 1800's, and
moved to site and renovated in 1940's. Brick veneer was added in the
j 1970's.
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FRONT VIEW, DETACHED STORAGE BUILDING
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REAR VIEW, DETACHED STORAGE BUILDING
5
STRUCTURE 3: Structure is of unknown age. This property is near the
proposed road relocation (within approximately 300') but is not
expected to be impacted. The structure is believed to be a former filling
station.

James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
April 23, 1999
d.,,, srnre 4
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North Carolina Department of Cultural Resources
Division of Archives and History
kffrey J. Crow, Director
Amy Robertson
Project Engineer
Talbert & Bright
The Cotten Exchange
321 North Front Street
Wilmington NC 28401
Re: Moore County Airport road relocation, TBI No. 3201-
9701, ER 99-8647
Dear Ms. Robertson:
Thank you for your letter of April 7, 1999, concerning the above project.
We have conducted a review of the project and are aware of no properties of architectural,
historic, or archaeological significance which would be affected by the project. Therefore,
we have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation
Act and the Advisory Council on Historic Preservation's Regulations for Compliance with
Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763.
Sincerely,
l ~
David Brook
Deputy State Historic Preservation Officer
DB:slw
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109 East Jones Street • Raleigh, North Carolina 27601-2807
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BIOLOGICAL ASSESSMENT
FOR RELOCATION OF
N.C. HIGHWAY 22 AND SR 1843 INTERSECTION
MOORE COUNTY, NORTH CAROLINA
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Prepared By:
Ms. Rachelle L. Beauregard and Dr. J.H. Carter III
Dr. J.H. Carter III & Associates, Inc.
Environmental Consultants
P.O. Box 891
Southern Pines, North Carolina 28388
r

Submitted 31 March 1998
Revised 15 February 1999
for
Talbert and Bright, Inc.
Engineering and Planning Consultants

i 321 N. Front Street
8401
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Wilmington, Nort
Carolina 2

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BIOLOGICAL ASSESSMENT
FOR RELOCATION OF
N.C. HIGHWAY 22 AND SR 1843 INTERSECTION
MOORE COUNTY, NORTH CAROLINA
,, INTRODUCTION
Moore County Airport proposes to relocate the intersection ofN.C. Highway 22 and
State Road (SR) 1843 adjacent to the Moore County Airport in southern Moore County, North
Carolina, to comply with Federal Aviation Administration (FAA) regulations. Two potential
alignments were considered. This assessment evaluates the potential impacts of this project on
the red-cockaded woodpecker (Picoides borealis) (RCW) and other species listed as threatened
or endangered, or proposed for such listing, by the U.S. Fish and Wildlife Service (LTSFWS)
- pursuant to Section 7 of the Endangered Species Act, as amended. State listed species were also
considered. Jurisdictional wetlands were described and delineated.
PROJECT AREA
The project is located in the Greater Sandhills ofsouth-central North Carolina (Figure 1),
an area characterized by golf courses and residential developments, sandy soils and pine
forested, gently rolling hills. The Towns of Southern Pines and Aberdeen and the Villages of
Pinehurst and Whispering Pines are located in the immediate project area. Trost lands within and
surrounding these towns are either developed or subdivided and awaiting development.
Uplands in the Sandhills are predominantly vegetated with Xeric Sandhill Scrub, Pine-
Scrub Oak Sandhill and Mesic Pine Flatwoods communities. The Xeric Sandhill Scrub
community has a longleaf pine (Pinirs palzistris) overstory, turkey oak (Qtrercirs laevis)
understory and Carolina wiregrass (Aristida stricta) ground cover. It occurs on very dry sandy
sites such as ridges. The Pine-Scrub Oak Sandhill community has a longleaf pine overstory,
mixed scrub oak (Ouercus spp.) understory and an often diverse ground cover dominated by
Carolina wiregrass. Mesic Pine Flatwoods typically have a canopy of longleaf pine, with an
understory of sweetgum (Lig2ridanabar styrac~ua) and other hardwoods. The ground cover in
frequently burned, undisturbed sites is dominated by Carolina wiregrass, or occasionally bracken
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fern (Pteridium aquilinum), and a very diverse assemblage of herbaceous plants. Stands of
loblolly pine (Pinus taeda), often mixed with longleaf pine, occur on many old field sites
regardless of the historic community type.
Wetland communities include Streamhead Pocosin, Sandhill Seep and Coastal Plain
Small Stream Swamp-Blackwater Subtype. Streamhead Pocosins occur in small drainages, on
poorly drained flats and along some of the larger streams. Dense thickets of shrubs and vines
characterize this habitat, along with an overstory of pond pine (Pinus serotina), sometimes ~~
mixed with loblolly pine, tulip poplar (Liriodendron tulipifera), swamp black gum (Nyssa
biflora) and red maple (Ater rubrtim). Typical understory vegetation consists of fetterbush
(Lyonia lucida), sweet gallberry (Ilex coriacea), titi (Cyrilla racemiflora), switch cane
(Artrndinaria tecta) and laurel-leaved greenbrier (Smilax lairrifolia). Sandhill Seeps are wetlands
that occur along topographic breaks, on hillsides often apart from drainages. Vegetation is
similar to Streamhead Pocosin. Coastal Plain Small Stream Swamp-Blackwater Subtype
communities occur along small to medium sized streams and are forested with swamp black
gum, red maple and pond cypress (Tcttodiarm ascerzdens). Small stands of Atlantic white cedar
(Clurrnaecyparis thyoid~s) may occur in these communities. Disturbed wetlands are often
forested with swamp black gum, red maple and sweetgum. '
The terrain consists of gently rolling hills and narrow dendritic drainages, with elevations
ranging from 350 to 550 feet above mean sea level. Upland soils are well drained and consist
predominantly of Candor sand, Ailey loamy sand, Gilead loamy sand and Vaucluse loamy sand.
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The Sandhills area contains the second largest metapopulation ofRC~i's in existence and
is a designated recovery population (USFWS 1985). This metapopulation includes RCWs in the
Fort Bragg Military Reservation (FB), Sandhills Gamelands (SGL) and on private lands around
Southern Pines and Pinehurst (SOPI). RCWs on FB-SOPI and on SGL are now considered to be
separate populations due to habitat fragmentation and resulting demographic isolation (Doerr et
al. 1994).

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PROJECT SITE
The project site is located 4 miles north of Southern Pines and 2 miles southwest of
Whispering Pines (Figure 2) in south-central Moore County. The Moore County Airport is
located northeast of, and adjacent to, the project site, and Sandhills Community College and the
O'Neil School are located to the west. The Carolina golf community is located adjacent to the
project site south of SR 1843 (Figure 2). North of the project site are houses, mobile homes,
agricultural fields and small ponds. Amini-storage facility is located northwest of the existing
SR 1843/NC Highway 22 intersection. Other lands south and west of the project site consist of
pine forest and residential developments.
r PROJECT DESCRIPTION
Moore County Airport proposes to relocate the intersection of NC Highway 22 and SR
1843 to comply with FAA clear zone regulations. Several alignments (all 80 feet wide) have
been proposed for the project. The relocated part of SR 1843 is proposed to begin approximately
1800-3600 feet (ft.) east of the current NC 22/SR 1843 intersection, run south of the existing
road and merge with the existing SR 1843 2200-4000 ft. west of the existing intersection,
depending on the alignment used. The new NC Highway 22 alignment is proposed to begin
approximately 1700-2800 ft. south of the NC 22/SR 1843 intersection, and run west of the
current NC 22 alignment before merging with it approximately 4200 ft. north of the existing
intersection. The new intersection of NC 22/SR 1843 would be located 1000-1200 ft. southwest
of the current intersection (Figure 2). Anew access road will be built from the relocated NC 22
to the Moore County Airport entrance (Figure 2).
METHODS
Surveys were conducted for the federally endangered RCW, St. Francis' satyr
(Neonympha mitchelli francisi), rough-leaf loosestrife (Lysimachia asperirlaefolia), Michaux's
sumac (Rhrrs michazrxii), American chaffseed (Sclnvalbea americana) and other species listed as
threatened or endangered, or proposed for such listing, by the USFWS. State listed species were
also included in the survey (Table 1 and 2).

Table 1. Federal and State protected animal species that may occur in Moore County, North
Carolina.
Status
Scientific Name Common Name Federal State
Aimophila aestivalis Bachman's sparrow FSC SC
Alasmidonta undulata triangle floater T
Alasmidonta varicosa brook floater FSC T
Atrytone arogos arogos Arogos skipper FSC SR
Fusconaia masoni Atlantic pigtoe FSC T
Gomphus parvidens carolinris Sandhills clubtail dragonfly FSC SR
Haliaeetirs leucocephalus bald eagle T E
Heterodon simus southern hognose snake FSC SR
Lampsilis cariosa yellow lampmussel FSC T
Moxostoma robustum robust redhorse FSC SC
Neonympha mitchelli francisci St. Francis' satyr E SR
Notropis mekistocholas Cape Fear shiner E E
Picoides borealis red-cockaded woodpecker E E
Pitirophis melanoleucirs
melanoleuczrs northern pine snake FSC SC
Strophitzrs undrrlatus squawfoot T
FEDERAL: STATE:
E =Endangered E =Endangered
T =Threatened T =Threatened
T/S = Threatened by Similarity of Appearance SC =Special Concern
FSC =Federal Species of Concern SR =Significantly Rare

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I Table 2. Federal and State protected plant species that may occur in Moore County, North
Carolina.
Status
Scientific Name Common Name Federal State
Amorpha georgiana
var. georgiani Georgia indigo-bush FSC E
Astragalrrs michauxii Sandhills milkvetch FSC C/PT
Carex exilis coastal sedge T
Carex tenax wire sedge C
Desmodizrm ochroleucum creamy tick-trefoil C
Dionea muscipula Venus flytrap FSC C
Eleocharis robbinsii Robbin's spikerush C
Eupatorizrm resinosum resinous boneset FSC T
Gaillardia aestivalis Sandhills gaillardia C
Kalmia cuneata white wicky FSC E
Lechea torreyi Torrey's pinweed C
Lillium iridollae Sandhills bog lily FSC C/PT
Lindera siibcoriacea bog spicebush FSC E
Lours helleri Carolina birdfoot trefoil FSC C
Lysimachia asperirlifolia rough-leaved loosestrife E E
Oxypolis ternata savanna cowbane FSC
Partheniz~m radfordii wavyleaf wild quinine FSC
Phacelia covillei buttercup phacelia C
Phaseohrs sina~atars Sandhill's bean C
Potamogeton confervordes conferva pondweed FSC C
Pyxidarithera barbirlata _
var. brevifolia Sandhills pyxie-moss FSC E
Rhtrs michazrxii Michaux's sumac E E
Rhynchospora crinipes Alabama beaksedge FSC E
Rhynchospora macra southern white beaksedge E
Rhynchospora oligantha feather-bristle beaksedge C'
Rzrdbeckia heliopsidis sun-facing coneflower FSC E
Schwalbea americana American chaffseed E E
Sciitellaria leonardii shale-barren skullcap C
Solidago verna spring-flowering goldenrod FSC E/PT
Srylisma pickeringii
var. pickeringii Pickering's dawnflower FSC E
Tridens carolinianus Carolina triodia C
Utricirlaria geminiscarpa two-flowered bladderwort C
Xyris chapmariii Chapman's yellow-eyed grass C
Xyris scabrifolia roughleaf yellow-e~grass FSC C
FEDERAL: STATE:
E =Endangered E =Endangered
FSC =Federal Species of Concern T =Threatened
PT =Proposed Threatened
C =Candidate

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Figure 1. Location of Moore County Airport project area, Moore County, North Carolina.

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Protected plant and RCW surveys were conducted between 25 November and 15
December 1997. Habitats were assessed for the potential occurrence of protected plants since
the survey was done in the non-growing season. Plant surveys utilized foot transects spaced
approximately 50 to 100 ft. apart. RCW surveys were conducted on foot and by vehicle utilizing
transects spaced approximately 50 to 150 ft. depending on understory density. RCW surveys
were conducted both onsite and within one-half mile of the project site in appropriate habitats.
RCW habitat was defined as pine orpine-hardwood stands > 30 years old (USFWS 1989). RCW
cavity trees were plotted on black and white aerial photography (1 inch = 1000 ft.). Cluster
designations and current activity status were obtained from the North Carolina State University
(NCSU) RCW Research Project.
Jurisdictional wetlands were delineated using the Corps of Engineers Wetlands
DelirzeationMantral (1987). Numbered strips of flagging tape were hung approximately every
50 feet to mark the jurisdictional boundary. The dominant vegetative species were recorded at
each wetland.
CONSULTATION HISTORY
There have been several Biological Assessments produced for projects in the immediate
project area in recent years and they are listed below.
• Red-cockaded woodpecker assessment for Bent Creek Golf Club, J.H. Carter III, 1989 (SOPI
RCW Clusters 34, 35, 36, 43, 44, 48).
• Recl-cockaded loodpecker assessment for netiv parking lot at Sandhills Community College,
Moore County, North Carolina, Dr. 7.H. Carter III and Associates, 1991 (SOPI 34, 35).
• Biological Assessment forMoore Cozrnty Airport improvements, Moore County, North
Carolina, Dr. J. H. Carter III and Ms. Stephanie Wilds, 1992 (SOPI 34, 35).
• Biological Assessment for Town of Carthage 201 update and force main, Moore County,
North Carolina, Dr. 7.H. Carter III and Ms. Stephanie Wilds, 1992 (SOPI 25, 26, 31).
• Biological Assessment for the Town of Southern Pines upgrading of Warrior Woods
wastewater collection system, Moore County, North Carolina, Dr. 7.H. Carter III and Ms.
Patricia Purcell, 1993.

• Revisions to red-cockaded woodpecker management plan for Bent Creek Golf Club, Dr. J.H.
RESULTS AND DISCUSSION
The project corridor south of SR 1843 and west ofN.C. Highway 22 has been highly
disturbed by residential development, agriculture and dirt roads (Figure 2). Sandhills
Community College is located just west of this area. The overstory consists mainly of second-
growth longleaf pine with a few scattered loblolly pines, and the understory consists of scrub
oaks and loblolly and longleaf pine saplings. Manicured lawns contain laurel oak (Quercus
larrrifolia) and ornamental shrubs. Afield located adjacent to the southwest corner of the
existing intersection contains mostly bluestems (Andropogon spp).
The project area west of NC Highway 22 and north of SR 1843 is private land forested
with second-growth longleaf pine with an understory of blackjack (Quercus marilandica) and
t turkey oaks. There is a sparse ground cover of Carolina wiregrass. Drains vegetated with
i
Streamhead Pocosin occur in this area have an overstory of pond pine. The understory is dense
with fetterbush, sweet gallberry, laurel-leaved greenbrier and switch cane. This area contains
mobile homes, 3 small ponds, fallow fields and part of the Forest Creek Golf Club. The area
northeast of the O'Neil School has been thinned and burned and provides the best RCW habitat
i found within one-half mile of the project site.
The area south of SR 1843 and east of NC Highway 22 contains the Warrior Woods
1 residential community and The Carolina golf community. The forested area has an overstory of
longleaf pine and a moderate to dense understory of turkey oak. Carolina wiregrass is present in
some areas. Much of this area is being developed with residences. Adjacent to the southeast
corner of the existing NC 22/SR 1843 intersection is an area that was graded for development
Carter III, 1994 (SOPI 34, 35, 36, 43, 48).
• Biological Assessment for The Carolina development, Moore County, North Carolina, Mr.
Robert Pegram, Ms. Tracy Hippensteel, Ms. Patricia Purcell and Dr. J.H. Carter III, 1995
(SOPI 32).
All of the above assessments were reviewed favorably by the U. S. Fish and Wildlife
Service.

then abandoned. It now contains mostly bluestems. The adjacent hillside is a dense tangle of
northern dewberry (RubusJZagellaris), young pines and shrubs.
The Moore County Airport (Figure 2) occupies the area northeast of the current NC
22/SR 1843 intersection.
No special concern, candidate, threatened or endangered plant species (Table 2) were
found within the project corridors. Preferred habitats for nearly all of these species are open,
frequently burned, pinewoods, pocosin ecotones or bogs/seeps. Most of the area within the
project corridors is area has been fire suppressed for many years and the thick leaf litter and
dense understory have reduced the ground cover density and diversity. A small portion of an
alignment passes through a recently burned open area, but no protected plant species were found.
Rough-leaf loosestrife and American chaffseed require frequent fire and abundant sunlight to
persist. No habitats likely to support these species were found. Michaux's sumac occurs in a
variety of upland habitats, including disturbed sites. No Michaux's sumac was found, but due to
the time of survey and difficulty of detection, we cannot conclusively rule out its presence. No
high quality habitats for other species of concern were observed.
No RCW cavity trees were found on the project site. The project corridors are within
one-half mile of 5 RCW Clusters (SOPI 32, 34, 35, 86 and 87). Clusters SOPI 32, 34 and 35 are
active, with Cluster 34 containing a breeding pair in 1997 (data from NCSU RCW Research
Project). RCW Clusters 86 and 87 have been abandoned for 15 and 7 years, respectively (data
from NCSU RCW Research Project).
A previous report by Dr. 7.H. Carter III & Associates entitled Biological Assessment for
Moore County Airport improvements, Moore County, North Carolina was approved by the
USFWS in 1992. It addressed the clearing of trees for a runway clear zone approach. This area
is part of the project site for the intersection relocation. It is located southwest of the current
intersection and is within one-half mile of RCW Clusters SOPI 34 and 35. Since impacts to
RCW foraging habitat in this area have been approved previously, there will be no impacts to
foraging habitat associated with this project. RCW Cluster SOPI 32 is within a one-half mile
radius of the project site, but no RCW habitat will be affected by this project. Habitat associated
with the abandoned RCW Clusters were not considered in this assessment.

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The St. Francis' satyr (Neonympha mitchelli francisci) occurs in wet sedge meadows that
have been created by recent burns or beaver activities. No suitable habitat is located on the
project site. The Sandhills clubtail dragonfly (Gomphus parvidens carolinus) occurs in small
spring-fed streams and the Arogos skipper (Atrytone arogos arogos) occurs in open pinewoods
and relatively undisturbed grasslands. Potential habitats for these species are of very low quality.
The tiger salamander (Ambystoma tigrinum) breeds in fish-free semipermanent ponds
ponds are located on the project site.
and spends the remainder of its adult life in adjacent sandy pinewoods. No semipermanent
The northern pine snake (Pitt~ophis melanoletrcus melanoleucus) and the southern
hognose snake (Heterodon simirs) undoubtedly occur in the dry, sandy woods in the project area.
However, these species were not seen during the field surveys.
The Cape Fear shiner (Notropis mekistocholas) is restricted in Moore County to the Deep
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River and would not occur in the project area. Another fish species, the robust redhorse
(Moxostoma robusttrm), is listed as a Federal Species of Concern for Moore County, but it is
restricted to the Pee Dee River drainage (project is in Cape Fear drainage).
Several species of freshwater mollusks, including the brook floater (Alasmidonta
raricosa), Atlantic pigtoe (Fz~sconaria masoni) and yellow lampmussel (Lampsilis cariosa) are
listed as Federal Species of Concern for Moore County. A formal survey was not conducted for
these species due to the lack of any habitat. These species occur in river systems larger than the
small streams that occur in the project comdors.
The southern bald eagle (Haliaeetus Zeucocephalt~s) nests and feeds near large bodies of
water. No large bodies of water are located on the project site. The Bachman's sparrow
(Aimophila aestivalis) breeds in open longleaf pine forests and brushy old fields. No bald eagles
or Bachman's sparrows were observed during the field surveys.
Several jurisdictional wetlands maybe impacted by this project. One highly disturbed
wetland area is south of SR 1843 and east of NC 22. The site has been graded and filled with
sand in the past. Severe erosion has exposed the original profile in places. Historically this site
consisted of Streamhead Pocosin and Sandhills Seep community types. Currently the site is
forested with young loblolly pine with an understory of alder (Alnus serrulata), eastern false-
willow (Baccharis halimifolia), and southern bayberry (Myrica cerifera). Herbaceous species

include bluestems, slender rush (Juncus tenuis), northern dewberry, netted chain-fern
(Woodwardia areolata) and beak rushes (Rhynchospora spp.).
An old pond site, originally a Streamhead Pocosin community type, is located opposite
the entrance to Warrior Woods on NC 22. This area is dominated by tulip poplar, with an open
understory of red maple and sweetbay (Magnolia virginiana). The dominant herbaceous species
in this area is cinnamon fern (Osmunda cinnamomea).
A large Streamhead Pocosin occurs west of NC 22 and north of SR 1843. This wetland
area is dominated by pond pine and tulip poplar with a dense understory of red maple, titi,
fetterbush, sweet gallberry, sweetbay, red chokeberry (Sorbus arbutifolia) and laurel-leaved
greenbrier. Most anticipated wetland impacts will occur here.
CONCLUSIONS
We conclude that the relocation of the SR 1843 and N.C. Highway 22 intersection will
have "no effect" on the RCW or other species listed as threatened or endangered, or proposed for
such listing, by the USFWS or the State of North Carolina.

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LITERATURE CITED
Doerr, P.D., J.H. Carter III and J.R. Walters. 1994. Ecological study/management of the flora
U.S. Fish and Wildlife Service 1989. Guidelines for the preparation of biological assessments
and evaluations for the red-cockaded woodpecker. U.S. Fish and Wildlife Service.
13 pp. and maps.
and fauna of the endangered longleaf pine ecosystem at Fort Bragg, North Carolina:
Project Final Report. Dept. of Zoology, North Carolina State University.
U.S. Fish and Wildlife Service. 1985. Red-cockaded woodpecker recovery plan. U.S. Fish and
Wildlife Service. 88 pp.
Waterways Experiment Station 1987. Corps of Engineers Wetlands Delineation Manual.
Department of the Army, U. S. Army Corps of Engineers. 100 pp, plus appendices.
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Ll

~ LIMITED PHASE
~ ENVIRONMENTAL SITE
ASSESSMENT
~ PROPOSED RELOCATION OF
NC HIGHWAY 22 AND SR 1843
MOORE COUNTY (MCNEILL TOWNSHIP)
' NORTH CAROLINA
~ FOR
~ TALBERT & BRIGHT,INC.
t WILMINGTON, NORTH CAROLINA
~ BY
ENVIRO-SCIENCES, INC.
P.O. BOX 397
SANFORD, NORTH CAROLINA
t [phone]
JANUARY 1998
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LIMITED
PHASE I ENVIRONMENTAL SITE ASSESSMENT
RELOCATION OF NC HIGHWAY 22 AND SR 1843
MOORE COUNTY AIRPORT
MOORE COUNTY (MCNEILL TOWNSHIP) NORTH CAROLINA
PREPARED FOR
TALBERT & BRIGHT, INC.
WILMINGTON, NORTH CAROLINA 28401
PREPARED BY
ALAN L. KYLES, PHD
JANUARY 1998
ENVIRO-SCIENCES, INC.
P. O. BOX 397
SANFORD, NORTH CAROLINA 27330
[phone]
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TABLE OF CONTENTS
PAGE
I. INTRODUCTION 1
A. Purpose 1
B. Special Terms and Conditions 1
C. Limitations and Exceptions of the Assessment 1
II. SITE DESCRIPTION 2
A. Location and Legal Description 2
B. Description of Site and Vicinity Characteristics 2
C. Utilities ~ 3
D. Current Uses of the Properties 3
E. Past Uses of the Properties 3
. F. Uses of Adjoining Properties 12
G. Site Plan 12
III. RECORDS REVIEW 13
A. Standard Environmental Record Sources 13
B. Identification and Location of Specific 13
Hazardous Sites
IV. INFORMATION FROM SITE RECONNAISSANCE 14
A. Hazardous Substances/Identified Users 14
B. Storage Tanks 14
C. Drums 14
D. PCBs 14
E. Wells 15
F. Septic Tanks 15
G. Other Issues of Environmental of Concern 15
V. AREAS OF POTENTIAL ENVIRONMENTAL CONCERN 15
VI. CONCLUSIONS AND RECOMMENDATIONS 15
VII. APPENDIX 16
Figures
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I. INTRODUCTION
' A. Purpose
Enviro-Sciences, Inc. (Enviro Sciences) has prepared this Limited
Phase I Environmental Site Assessment on behalf of Talbert &
Bright, Inc. (Engineering and Planning Consultants), Wilmington,
North Carolina to identify potential environmental liabilities for
the relocation of NC Highway 22 and SR 1843 located near Southern
Pines and Whispering Pines in Moore County (McNeill Township),
North Carolina. The Limited Phase I Environmental Site Assessment
conforms where applicable to the standards and practices set forth
by the American Society for Testing and Materials (ASTM) Practice
E 1527. These findings will be relied upon by representatives of
Talbert & Bright, Inc. for the final relocation routing. Alan L.
Kyles, PhD conducted an inspection of the property on December 9 -
' 15,.1997.
B. Special Terms and Conditions
Data sources used to compile the site assessment include:
1 - a physical inspection of the entire subject property;
- a review of a proposed alignments plan prepared by
Talbert & Bright, Inc.,
- a review of state and federal lists of known contaminated
sites;
- a review of hazardous materials use rs, spills and underground
storage tanks;
- inquiries to local, county, and sta te governmental agencies;
- an evaluation of nearby operations for their potential to
affect the proposed routing; and,
- interpretation of topographic maps, tax maps and
aerial photographs.
C. Limitations and Exceptions of the Assessment

Specifically excluded were:
- sampling of soil or groundwater;
- soil vapor or metal detection surveys;
- geophysical studies;
' = radon testing;
- a evaluation of the route for wetlands; and,
a survey for threatened and endangered species.
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II. SITE DESCRIPTION
A. Location and Legal Description
The project site is situated within the east, south and west
quadrants of the intersection of NC Highway 22 and SR 1843 in Moore
County, North Carolina approximately 2.0 miles southeast of
Whispering Pines and 4.0 miles north of Southern Pines. It
encompasses the intersection of NC Highway 22 and SR 1843 and
extends approximately 4800 feet northward from the intersection
along the west boundary of NC highway 22; southward approximately
2400 feet along the east and west boundaries of NC Highway 22;
eastward approximately 4000 feet along the south and north
boundaries of SR 1843; and, westward approximately 3200 feet along
the north and south boundaries of SR 1843. Moore County Airport
lies in the northeast quadrant of the intersection of NC Highway
22 and SR 1843. The legal description (land record numbers) for
properties traversed by the proposed action are cited below in
subsection E., Past Uses of the Properties (refer to figures 1-4,
Appendix A for project location).
B. Description of Site and Vicinity Characteristics
The project site is situated around the intersection of NC Highway
22 and SR 1843. The Town of Whispering Pines lies about 2.0 miles
northeast and Southern Pines is about 4.0 miles south. Most
properties traversed by the proposed routing are undeveloped and/or
forested. The few developed parcels are a combination of
residential and commercial land uses. None of the properties are
industrial. Adjacent and surrounding properties are similar in
nature.
Elevation ranges from approximately 430 msl near the north end of
the airport property on NC Highway 22 to about 450 msl at the
intersection of NC Highway 22 and SR 1843 (USGS 7.5' Southern
Pines Quadrangle [1957] photorevised 1984). In general, surface
drainage is west to Nicks Creek from areas west of NC Highway 22
and north of SR 1843, and, south to Mill Creek from areas south of
SR 1843. Mill Creek is classified for best usage as Class WS-III&B:
"waters protected as water supplies which are generally in low to
moderately developed watersheds: point source discharges of treated
wastewater are permitted .... and local programs to control
nonpoint source and stormwater discharges of pollution are
required; suitable for primary recreation, aquatic life propagation
and survival, fishing, wildlife, and agriculture". Nicks Creek is
classified for best usage as Class WS-III: "waters protected as
water supplies which are generally in low to moderately developed
watersheds: point source discharges of treated wastewater are
permitted .... and local programs to control nonpoint source and
stormwater discharges of pollution are required" (Classification
and water Quality Standards Assigned To the Waters of the Cape Fear
Basin, NCDEHNR - DEM, 15A NCAC 2B .0311, 1993).
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' None of the project area appears to be within the 100 year flood
hazard area (Flood Hazard Boundary Map 370164 0007A [1989}.
Ailey loamy sand, 2-15 percent slopes and Candor sand, 0-12 percent
slopes are the primary soils which would be encountered by the
proposed action. They are well drained soils which occur on uplands
in the sandhills. Permeability is moderate in the upper layer and
slow in the lower portions of the Ailey soils. For Candor soils
permeability is rapid in the upper layers and moderate in the lower
layers. Runoff for both soils is slow. Limitations for use of the
soils for local roads and streets are slight (Soil Survey of Moore
County, North Carolina, 1995). Refer to Figure 5 in Appendix A.
I C. Utilities
Water and sewer is supplied to the project area by the county.
Electric power is provided to the area by Carolina Power and Light
Company.
D. Current Uses of the Properties
Most of the properties which could be affected by the proposed
action are vacant and forested. Those that are not vacant are
developed as residential or light commercial and are listed below.
LAND RECORD NO. USE
30793 Mini Storage Units
31284 Bible Tabernacle Church
32134 Residence
32996 Residence
33603 Residence
33604 Residence
' 35333 Whispering Pines Animal Hospital
35939 Vacant Building
36895 Residence
' 40000 Residence
94000780 New South Construction Company
96000275 The Carolina (golf course)
E. Past Uses of the Properties
The past uses of most of the properties which will be traversed by
the proposed action have been forestry.
1. Present and Past Ownership
A review of deeds at the Moore County Registrars Office provided
ownerships for the parcels which will be traversed by the proposed
action. This information does not constitute a formal chain of
title search. The following information is present in chronological
order according to the Moore County Land Record Number (refer to
Figure 4, Appendix A).
3
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DEED DATE OWNER COMMENT
BOOK/PAGE
1. 30793 - Tax Map 8583-05; Last taxes paid 8/29/97; part of
alignment 2
559/284 Apr. 3, 1 987 Airport Corners, Inc. 3.79 acres
530/31 Mar. 15, 1985 Diane Carrington,
Trustee, Cancellation
of Agreement
493/230 Oct. 8, 1 982 Alan B. Wakeman 62.12 acre
includes 3.79
acre tract
2. 31284 - Tax Map 8574-04; Tax exempt; at north end of project
(not traver sed)
463/36 July 11, 1980 Bible Tabernacle Church NE corner of
24.56 acre
tract owned
by Joe W. Blue
and wife
386/313 Aug. 12,
371/438 July 13,
345/146 Dec. 15,
3. 32134 - Tax Ma
alignment 1
1974 Mary Katherine
Davenport (= Petty)
1972 Clifton Davenport
1971 Lessie B. Sullivan
p 8573-08; Last taxes paid 1996; part of
981/476 Dec. 20, 1993 Tiffany D. Carrington 0.36 acres,
690/79 Nov. 14, 1989 Diane C. Carrington,
Trustee under will
560/246 Apr. 24, 1987 Alan B. Wakeman
466/232 Aug. 8, 1980 D. Parker Lynch and
wife, Betty W. Lynch
317/396 Mar. 19, 1969 Rowland D. Wade and
wife Gladys E. Wade
Ziler
271/154 Apr. 15, 1964 William D. Ziler and
wife Florence Ziler
4
"Plan of Alan
B. Wakeman
Property"
Cabinet 4,
Slide 175
1.82 acres
"Property of
Rowland Wade"
0.32 acre tract
added to 1.82
acre tract
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4. 32318 - Tax Map 8584-17; Last taxes paid 1996; part of
alignment 2
91E/344* Sept. 12, 1995 L. Malcolm Clark 6.32 acres
*(Estate Book)
** From the estate of Bessie Chandler Clark
5. 32329 - Tax Map 8584-17; Last taxes paid 1996; part of
alignment 2 and circle drive
No Deed* L. Malcolm Clark 26.33 acres
*Probably from the estate of Bessie Chandler Clark
6. 32330 - Tax Map 8584-17; Last taxes paid 1996; part of
.alignment 1
531/294 Apr. 16, 1985 L. Malcolm Clark 13.78 acre tract
166/261 Jan. 16, 1950 Bessie C. Clark referenced as
"Fifth Tract"
7. 32331 - Tax Map 8584-17; Last taxes paid 1996; part of
alignment 1 (circle drive)
531/294 Apr. 16, 1985 L. rlalcolm Clark 8.23 acre tract
166/261 Jan. 16, 1950 Bessie C. Clark
8. 32332 - Tax Map 8573-08; Last taxes paid 1996; part of
alignments 1 and 2
551/99 July 8, 1986 L. Malcolm Clark 8.15 acres and
22.74 acres
6.21 acres of
airspace
clearance
(477/860)
166/261 Jan. 16, 1950 Bessie C. Clark
9. 32538 - Tax Map 8683-05; Tax exempt; part of alignment 1
397/482 July 24, 1975 Moore County 184 acre tract
from Elsie Chandler referred to
Tarlton as the "Tarlton
Tract" (Cabinet
1, Slide 55)
5
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10. 32541 - Tax Map 8584-17; Tax exempt; part of circle drive
485743 Dec. 23, 1981 County of Moore 0.92 acres
267390 Dec. 9, 1974 Michael L. Cockman and
wife Elizabeth G.
Cockman; Mortgage Deed
with W. N. Sapp and
Aiken-Speir, Inc.
11. 32996 - Tax Map 8583-09, Last taxes paid Nov. 6, 1997; part
of alignments 1 and 2
97E~193* Eva R. Dowd
*(Estate Book)
*From the estate of Robert Peter Dowd who had interest
in the Poverty Hill Nursery. Estate is not final.
12. 33603 - Tax Map 8573-12; Last taxes paid Aug. 31, 1997; part
of alignment 2
287329 Jan. 13, 1966 Curtis Frye (son) 14 acres;
formerly known
as Joe Fuller
Tract
120296 July 12, 1937 Curtis Frye
From Cora M. Fuller
13. 33604 - Tax Ma p 8573 -08; Last taxes paid 1996; part of
alignment 1
435297 July 6, 1978 Floyd Frye 0.74 acres
From Esther Lee Wilkes
Frye
287329 July 12, 1937 Curtis Frye
14. 35333 - Tax Ma p 8574 -04; Last taxes paid 1996; part of
alignment 1
117807 Apr. 11, 1996 Whispering Pines Animal 4.25 acres
Hospital Partnership
880427 Nov. 3, 1992 Elizabeth C. Lyerly and
husband Lawrence Lyerly,
Jr.
470265 Dec. 3, 1980 Charles P. Kerber and
wife Barbara M. Kerber
402/793 Dec. 4, 1975 United Telephone Company
of the Carolinas, Inc.
This tract is a portion of Lessie B Sullivan's 24.56
acre tract described in a deed dated Dec. 15, 1971
345136) from Joe W. Blue and wife Mary Lee Jones Blue.
6
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15. 35939 - Tax Map 8583-09; Last taxes paid 1996; part of
alignments 1 and 2
820/555 Feb. 28, 1992
309/432 Mar. 14, 1968
' 182/51
I

1
Dec. 16, 1952
John A. O'Malley and
wife Mary A. O'Malley
From Linda C Kerr,
for Mare et ux.
Australia M. Tiscione
From Howard C. Broughton
and Oliver R. Grace,
Executors under Last Will
and Testament of John
Mare
John Mare from
P. S. P. Randolph and
wife Marie S. W. Randolph
39.67 acres
16. 36404 - Tax Map 8583-05; Last taxes paid Nov. 13, 1997;
part of alignment 1
1136/383 Dec. 13, 1995 Black Star, Inc. 6.39 acres
From Marie P. McKenzie
226/297 Nov. 20, 1958 L. C. McKenzie
17. 36656 - Tax Map 8574-04; Last taxes paid July 21, 1997; part
of alignment 1
95E/297* Mar. 15, 1996 Linda Jean M. Michael
*(Estate Book) Estate of James David Michael
18. 36657 - Tax Map 8574-04; Last taxes paid 1996; part of
alignment 1
1242/369 Jan. 28, 1997 Airport Park, LLC 7.78 acres
*Lot number 3 as shown on plat "Airport Park Property
at Airport Park LLP, McNeills Township, Moore County
North Carolina (Oct. 12, 1994) drawn by C. H. Blue
and Associates, PA. Plat Cabinet 5, Slide 795
1194/371 July 16, 1996 Airport Park Of Moore
County, LLP
551/26 Sept. 22, 1986 James David Michael
and wife Linda A. Michael
420/241 May 16, 1977 J. D. Michael
7
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19. 36895 - Tax Map 8583-05; Tax exempt; part of alignment 1
and circle drive
1107/18 June 27, 1995 Moore County 4.44 acres
From Anna M. Graves and
husband James R. Graves
et ux. (heirs of Robert
A. Moore)
171/624 Apr. 3, 1952 Robert A. Moore and
wife Ethel R. Moore
171/228 Nov. 10, 1951 Thomas I. Bridgman and
wife Mary Hamblin
Bridgman
164391 Oct. 26, 1949 Bessie C. Clark
20. 37591 - Tax Map 8583-05; Last taxes paid 1996; part of
.alignment 2
436/49 July 19, 1978 Pinehurst Area Realty, 45.6 acres
Inc.
431/919 Apr. 23, 1978 W. H. Matthews 45.6 acres
a portion of
Sanford Const.
Co. 118.2 acre
tract
429/358 Jan. 23, 1978 W. H. Matthews, Runell
Michael, Michael
Builders of the
Sandhills, Inc.
279/371 Mar. 29, 1965 M. B. Harper and Geneva
Sloan, co trustees
of Sanford Const. Co.
Pension Trust Fund
21. 37898 - Tax Map 8573 -08; Last taxes paid 1996; very close to
planned routing
517/320 May 8, 1984 W. M. Preist and wife 0.98 acres
Madge D. Preist
430/912 Mar. 2, 1978 Alan B. Wakeman and Part of 62.12
Ann A. Wakeman acre tract
From Edward and Margaret recorded at
Sargent (husband and 64/68
wife) heirs of John
S. Wakeman and Mary G.
Wakeman
22. 38510 - Tax Map 8573 -08; Tax exempt; part of alignment 1
No Deed reference Sandhills Community 15.31 acres
available College
8

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*Property owned by the college prior to 1980
23. 39996 - Tax Map 85730-08; Last taxes paid 1996; part of
alignment 1
493/230 Oct. 8, 1982 Alan B. Wakeman part of 62.12
acre "Wakeman
Tract"
24. 39997 - Tax Map 8573-08; Tax exempt; part of alignment 1
704/396 Feb. 12, 1990 County of Moore 6.27 acres
part of 62.12
acre "Wakeman
Tract"
25.•39998 - Tax Map 8573-08; Tax exempt; part of alignment 1
951/286 Oct. 29, 1993 County of Moore 5.43 acres
2.57 acres
both are part
of 62.12 acre
"Wakeman Tract"
26. 39999 - Tax Map 8573-08; Last taxes paid 1996; part of
alignment 2
560/246 Apr. 24, 1987 Alan B. Wakeman 0.48 acres
466/232 Aug. 8, 1980 D. Parker Lynch and
wife Betty W. Lynch
317/396 Mar. 19, 1969 Rowland D. Wade and
wife Gladys E. Wade
217/154 Apr. 15, 1964 William D. Ziler and
Wife Florence Ziler
27. 40000 - Tax Map 8573-08; Last taxes paid Aug. 27, 1997;
part of alignment 2
560/246 Apr. 24, 1987 Alan B. Wakeman
*Ref er to No. 25 (39999) above
28. 40001 - Tax Map 8573-08; Last taxes paid Aug. 27, 1997;
part of alignment 2
560/246 Apr. 24, 1987 Alan B. Wakeman
*Ref er to No. 25 (39999) above
9
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29. 41104 - Tax Map 8683-05; Tax exempt; part of alignment 1
700/54 Jan. 19 1990 County of Moore 1.09 acres
From Kenton H Blue, et ux
147/291 Dec. 12, 1945 T. L. Blue and wife Mary
K. Blue
30. 41105 - Tax Map 8573-08; Last taxes paid 1997; part of
alignment 1
4704/396 Feb. 12, 1990 County of Moore 6.27 acres
*Probably part of the Wakeman land (62.12 acre tract),
refer to No. 1 (30793) '
31. 41672 - Tax Map 8683-05; Last taxes paid 1996; part of 1
494/250 Dec. 22, 1991 Pinehurst Area Realty, 9.4 acres
Inc. Part of the
62.12 acre
Wakeman
tract
32. 991862 - Tax Map 8574-04; Last taxes paid 1996; part of
alignment 1
1064/433 Dec. 28, 1994 Lynn Clark Medlin 16.82 acres
and Shirlee H. Clark
From L. Malclom Clark
and wife June Gunter
Clark via the estate
of Bessie Chandler
Clark (91E/344)
33. 94000780 - Tax Map 8574-04; Last taxes paid .1997; part of
alignment 1
1264/455 Apr. 30, 1997 New South Properties 1.91 acres
(Correction Deed)
From Airport Park LLP
1194/124 July 19, 1996 Ibid
1011/151 June 10, 1994 Airport Park LLP
From J. D. Michael and
wife Linda M. Michael
34 .. 95000177 - Tax Map 8674-04; Last taxes paid 1996; part of
alignment 1
1194/127 July 19, 1996 George M. Fields and Lot No. 2
wife Katherine D. Cabinet 5,
(Correction Deed) Plat 795
1078/460 Mar. 3, 1995 Ibid
10

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1011/151 June 10, 1994 Airport Park LLP
551/26 Sept. 22, 1986 James David Michael and
wife Linda M. Michael
From Leola M. Hardy
259/253 Nov. 9, 1962 W. M. Michael and wife
Leola Michael
165/4 Oct. 5, 1950 James Fulk and wife
Mazie B. Fulk
From Bessie C. Clark
Portion of
J. D. Michaels
first tract
(551/26)
19.3 acres
35. 95000384 - Tax Map 8583-05; Tax exempt; part of alignment 2
1105/38 Aug. 9, 1995 Moore County 4.34 acres
from Alan B. Wakeman
*Probably part of the 62.12 acre "Wakeman Tract"
36. 96000275; Tax Map 8683-05; Last taxes paid 1996; part of
alignments 1 and 2
1173/398 May 9, 1996 The Carolina Golf
Development Corporation
' 2. Past Uses
Past uses of the project area were primarily forestry and
' agriculture.
3. Aerial Photograph Review (Figures 6-11)
Photographs for the period 1939 to 1983 are listed below:
- 1939 (January 7) Index Nos. L-9-5 and L-10, AAA 1:20,000,
ACQ 28-221 and -233
- 1955 (December 1) Index Nos. K-10 and K-11; ACQ-1P-87 and -88
- 1961 (October 1) Index Nos. K-22 and K-23, ACQ-6BB-159 and -160
- 1966 (March 28) Index Nos. K-22, K-23; ACQ-3GG-81 and -82
- 1972 (March 3) Index No. K-21, 37125-272-138
- 1988 37125 388 18 L12 and 259R K-11
- 1993 (February 24) NAPP 6139-224 (Index No. F5)
In 1939 the project area was rural and primarily forested. Several
tracts south of SR 1843 and west of NC Highway 22 were cleared and
in agricultural use. The Moore County Airport was in place. The
adjacent and surrounding properties were primarily forested.
Between 1939 and 1955 land uses for the project area, adjacent
properties and surrounding area remained relatively unchanged.
Several structures are present south of SR 1843 and west of NC
11
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Highway 22. US Highway 22 north and south of the intersection with r
SR 1843, and, SR 1843 east cf the intersection were relocated.
In 1961 land use was similar to conditions present in 1955. An
additional pond is present on a parcel south of SR 1843 and west of
NC Highway 22.

The only significant change in land use between 1961 and 1966 was
the increase in structures (possibly trailers and houses) on a
parcel south of SR 1843 and west of NC Highway 22. '
By 1972 there was a marked increase in residential land use
(trailer parks). They were located on Waynor Road which is west of
the north end of the airport, about 0.2 miles north of the
intersection of SR 1843 and NC Highway 22 and west of the airport,
and, south of SR 1843 and east and west of NC Highway 22.
Residential land use in the surrounding area showed a marked
increase.
By 1988 the mini storage units west of the airport were built.

Additional properties in the southwest quadrant of the intersection ,
were developed (apartments). Other properties around the
intersection were cleared of trees but were not developed. There
was an increase in residential land use in the surrounding area.
By 1993 the church at the north end of the project area was
constructed and the trailer park south of SR 1843 and west of NC '
Highway 22 had been removed along with the apartment complex. The
surrounding area was residential/recreational (three golf courses).
F. Uses of Adjoining Properties ,
Past uses of adjoining properties were primarily forested. Today
the uses of adjoining properties in each quadrant of the SR
1843/NC Highway 22 intersection are as follows:
- Northeast: Transportation (Airport)
- Southeast: Forest/Recreational (The Carolina golf course)
- Southwest: Residential and Open Fields
- Northwest: Forest, Open Fields and Commercial
G. Routing Plan
A proposed route map for the relocation project is presented in ,
Appendix A, Figure 4.

12 i

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III. RECORDS REVIEW
A. Standard Environmental Record Sources, Federal and State
The following are the Federal and State databases together with the
search radii used in this assessment.
List
Search Radius
(Miles)
- CERCLIS (Comprehensive Environmental Response,
Compensation and Liability Information System)
- NPL (National Priorities List)
- RCRIS (Resource Conservation and Recovery
Information System)
a. Generators
.b. TSD Facilities
- ERNS (Emergency Response Notification System)
- LUST (Registered Leaking Underground Storage Tanks)
- UST (Registered Underground Storage Tanks)
- LANDFILL LIST
- STATE HAZARDOUS SITES LIST
0.5
1.0
0.25
1.0
Property
0.5
Property &
Adjacent
0.5
0.5
B. Identification and Location of Specific Hazardous Sites
1. The Subject Property
The project site is not identified on any of the above referenced
search lists.
2. Off Site
Cerclis (Database 05/01/97)
A total of 13 sites are listed for Moore County. None are within
0.5 miles of the project site.
NPL (Database 04/19/96)
A total of two (2) NPL sites are listed for Moore County. None are
within 1.0 miles of the project site.
RCRIS (Databases 03/03/97)
A total of 51 RCRIS sites are listed for Moore County. None are
within 1.0 miles of the project site.
ERNS (Database 1/96)
There are no spills recorded for the project site.
13
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UST (Database 11~5~97)
Five USTs were installed on the airport property between 1964 and
1971. All tanks were removed in 1994.
LUST (Database 01/06/98)
A review of the leaking underground storage tank records indicated '
that there have never been or are no leaking USTs within 0.5 miles
of the project site.
LANDFILL LIST (Database 1995)
Several landfill areas are identified for Moore County. None are
within 0.5 miles of the project site.
STATE INACTIVE HAZARDOUS SITES LIST (Database 12~11~96)
The State maintains numerous lists and files for hazardous sites.
These lists often contain sites which are on federal lists. A
review of the inactive hazardous sites list indicates that none are
on or within 0.5 miles of the project site.
IV. INFORMATION FROM SITE RECONNAISSANCE '
A project area site inspection and reconnaissance was conducted
between the 9th and 15th of December, 1997. '
A. Hazardous Substances
The project area inspection did not disclose the use or presence of ,
any hazardous materials or wastes.
B. Storage Tanks
No USTs were observed during the project area inspection.

An abandoned above ground storage tank (petroleum) is present in
the general area of the circular drive.
C. Drums
Several discarded and rusted 55-gallon steel drums were observed in
the area of the nursery along Poverty Hill Road.
D. PCBS

Pole-mounted transformers are present in various areas of the
project. They are the property of Carolina Power and Light Company.

14

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E. Wells
Potable water wells could be associated with the older residences
in the project area.
F. Septic Tanks
' Septic tanks could be associated with the older residences in the
project area.
' G. Other Issues of Environmental Concern
No pits, ponds or lagoons were observed in the project area during
' the site investigation.
An investigation for potential Asbestos Containing Materials (AGMs)
is rwt part of the Limited Phase I Environmental Site Assessment.
However, prior to the demolition of any structures, a formal
asbestos survey must be conducted by a certified inspector as per
the regulations promulagated by the State of North Carolina.
V. AREAS OF POTENTIAL, ENVIRONMENTAL CONCERN
' The result of the records review and site inspection indicates that
there were no prior or are no present activities immediately on or
off site which are of major environmental concern.
' VI. CONCLUSIONS AND RECON~IENDATIONS
Based on the special terms, conditions, limitations and exceptions
stated in the introduction (Section I) for the conduct of this
Limited Phase I Environmental Site Assessment, there is only one
issue which warrants further investigation. Any proposed demolition
' will require an inspection of the structure(s) for the presence of
AGMs.
This report is subject to limitations outlined in the introduction
and has been prepared in accordance with generally accepted
professional standards. Enviro-Sciences, Inc. cannot draw
professional conclusions about the presence or absence of
environmental concerns beneath the property surface or otherwise
hidden from view. No warranty, expressed or implied, is made. This
report has been prepared for use by Talbert & Bright, Inc. and
other participants in the selection of the final relocation
routing.

15
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• U.S. DEPARTMENT Of COMMERCE Eoatomlca and Statlslks Adminislratlon Bureau of the Census
MAPS

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e 'S IS L
SOl k,
• aP , `"`~ % o MOORE COUNTY
'~' ~ a' +] ~ ~ NORTH CAROLINA
Ilsx is°os• r.riMl9irrK
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
Keyser .i DIVISION Oi HIGHWAYS-PIANNWG AND RESEARCH !RANCH
110]_ ~ .. <aonuMw w1. >K
,7 U. S. DEPARTMENT Of 7MNSPORTATION
y4 ~ ` i0]9 fEDERAI HIGHWAY ADMINISTRATION
L
a .o ~ / ~ n SCALE '
wing ~ 1
~~• A o
... ~„~`~~ - ~ / i 1 O 1 2 3 4 MILES
~ 0 0.3 I MILE
SAND Hills GAME --~P'~ :._/ I~OQ ~ S

' SOUTHERN PINES QUADRANGLE
NORTH CAROLINA-MOORS CO. ~
7.5 MINUTE SERIES (TOPOGRAPHIC) ~~~Pyy`
' CARTHaGE 7./ Mr. NW/4 SOUTHERN PINES 15' QUADRANGLE `' \~
HILL CREST (JUNG. G.S. 15 & 50!) 4.7 M1.6 ]9°22'30"
125' 1880000 FEET 4b 1N _. 35°15'
.,~
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1

MOORE COUNTY AIRPORT
ENGINEER'S OPINION OF PROBABLE COST
ROAD RELOCATION
ALTERNATIVE 1-RELOCATE NC 22 & SR 1843
Description Unit Quantity Unit Price Total Price
LAND ACQUISITION
Ac uisition (Frye & Dowd #2) LS 1 $ 100,000.00 $ 100,000.00
Demolition (F e & Dowd #2) EA 2 $ 20,000.00 $ 40,000.00
Relocation (mobile home & Frye) EA 2 $ 25,500.00 $ 51,000.00
Purchase ROW ACRE 42 $ 20,000.00 $ 840,000.00
Engineering, Testing, Surveying, Permitting,
Administrative Expense and Contingency
LS
1
$ 257,800.00
$ 257,800.00
SUBTOTAL LAND ACQUISITION $ 1,288,800.00
CONSTRUCTION
Mobilization LS 1 $ 209,928.00 $ 209,900.00
Clearin & Grubbin ACRE 55 $ 3,000.00 $ 165,000.00
Erosion & Sediment Control LS 1 $ 166,600.00 $ 166,600.00
Undercut unsuitable material CY 23,000 $ 10.00 $ 230,000.00
Excavation CY 196,000 $ 5.00 $ 980,000.00
e ate Base Course - 11" CY 15,233 $ 35.00 $ 533,200.00
Prime coat GAL 16,334 $ 2.00 $ 32,700.00
Bituminous Concrete Binder Course, T H - 3" TON 5,410 $ 45.00 $ 243,400.00
Bituminous Concrete Surface Course, T I-1 - 2" TON 8,115 $ 45.00 $ 365,200.00
18" dia. RCP LF 400 $ 22.00 $ 8,800.00
30" dia. RCP LF 200 $ 42.00 $ 8,400.00
48" dia. RCP LF 1,000 $ 80.00 $ 80,000.00
Draina a Structures LS 1 $ 50,000.00 $ 50,000.00
Ri a TONS 2,500 $ 27.00 $ 67,500.00
Guardrail LF 7,000 $ 9.00 $ 63,000.00
Signalization LS 1 $ 35,000.00 $ 35,000.00
Seedin & Mulc ' ACRE 32 $ 1,800.00 $ 57,600.00
Sodding SY 16,000 $ 6.00 $ 96,000.00
Wetlands Miti ation ACRE 2.8 $ 24,000.00 $ 67,200.00
Marking LF 67,204 $ 0.80 $ 53,800.00
Signs LS 1 $ 15,000.00 $ 15,000.00
Tem Traffic Control LS 1 $ 40,000.00 $ 40,000.00
Pavement RemovaUSigns & Barricades LS 1 $ 140,400.00 $ 140,400.00
Engineering, Testing, Surveying, Permitting,
Administrative Expense and Contingency
LS
1
$ 927,200.00
$
SUBTOTAL CONSTRUCTION $
GRAND TOTAL
5/26/99 Page 1 of 1

927,200.00 Cost/Mile
4,635,900.00 $1,448,718.75
5,924,700.00 $1,851,468.75
TBI Job No. 3201-9701

u

t
1
1

MOORE COUNTY AIRPORT
ENGINEER'S OPINION OF PROBABLE COST
ROAD RELOCATION
ALTERNATIVE 2 -RELOCATE NC 22 ONLY
Description Unit Quantity Unit Price Total Price
LAND ACQUISITION
Acquisition (Dowd #2) EA 1 $ 35,000.00 $ 35,000.00
Demolition (Dowd #2) EA 1 $ 20,000.00 $ 20,000.00
Relocation (mobile home) EA 1 $ 25,500.00 $ 25,500.00
Purchase ROW ACRE 34 $ 20,000.00 $ 680,000.00
Engineering, Testing, Surveying, Permitting,
Administrative Expense and Contingency
LS
1
$ 190,100.00
$ 190,100.00
SUBTOTAL LAND ACQUISITION $ 950,600.00
CONSTRUCTION
Mobilization LS 1 $ 146,562.00 $ 146,600.00
Clearing & Grubbing ACRE 33 $ 3,000.00 $ 99,000.00
Erosion & Sediment Control LS 1 $ 116,300.00 $ 116,300.00
Undercut unsuitable material CY 18,553 $ 10.00 $ 185,500.00
Excavation CY 68,000 $ 5.00 $ 340,000.00
Embankment CY 60,000 $ 6.00 $ 360,000.00
Aggregate Base Course - 11" CY 9,428 $ 35.00 $ 330,000.00
Prime coat GAL 10,109 $ 2.00 $ 20,200.00
Bituminous Concrete Binder Course, Type H - 3" TON 3,348 $ 45.00 $ 150,700.00
Bituminous Concrete Surface Course, Type I-1 - 2" TON 5,022 $ 45.00 $ 226,000.00
18" dia. RCP LF 400 $ 22.00 $ 8,800.00
30" dia. RCP LF 200 $ 36.00 $ 7,200.00
48" dia. RCP LF 800 $ 80.00 $ 64,000.00
Drainage Structures LS 1 $ 40,000.00 $ 40,000.00
Riprap SY 2,500 $ 27.00 $ 67,500.00
Guardrail LF 5,400 $ 9.00 $ 48,600.00
Signalization LS 1 $ 35,000.00 $ 35,000.00
Seeding & Mulching ACRE IS $ 1,800.00 $ 27,000.00
Sodding SY 5,500 $ 6.00 $ 33,000.00
Wetlands Mitigation ACRE 2.3 $ 24,000.00 $ 55,200.00
Marking LF 41.,592 $ 0.80 $ 33,300.00
Signs EA 1 $ 15,000.00 $ 15,000.00
Temporary Traffic Control LS 1 $ 40,000.00 $ 40,000.00
Pavement RemovaUSigns & Barricades LS 1 $ 140,400.00 $ 140,400.00
Engineering, Testing, Surveying, Permitting,
Administrative Expense and Contingency
LS
1
$ 647,300.00
SUBTOTAL CONSTRUCTION
GRAND TOTAL
5126/99
Page 1 of 1
$ 647,300.00 CostlMile
$ 3,236,600.00 $ 1,618,300.00
$ 4,187,200.00 $ 2,093,600.00
TBI Job No. 3201-9701

T OF PREPARERS
LIS
W. Stephen Bright, P.E.
B.S., Civil Engineering -North Carolina State University, 1972.
PrincipaUProjectManager
Talbert & Bright, Inc.
G. Martin Wynri, P.E.
B.S., Civil Engineering -North Carolina State University, 1990.
Project Engineer
Talbert & Bright, Inc.

Amy Robertson, E.I.T.
B.S., Civil Engineering - University of Colorado, 1994.
Project Engineer
Talbert & Bright, Inc.
J.H. Carter, III, Ph.D,
Ph.D. -Zoology, North Carolina State University, 1990.
M.S. -Zoology,. North Carolina State University, 1974.
B.S. -Biology, University of North Carolina at Wilmington, 1973.
Principal Scientist, Ecologist, Vice-President, Treasurer
1 JCA Inc., Southern Pines, North Carolina
Rachelle Lyn Beauregard
B.S., Fisheries and Wildlife Science, North Carolina State University, 1996.
Wildlife Biologist
JCA Inc., Southern Pines, North Carolina
t Kenneth Weeden, APA
Master's degree in Regional Planning, University of North Carolina at Chapel Hill.
Bachelor's degree in Journalism and Sociology, University of Mississippi.
President, Ken Weeden & Associates, Inc. (KWA)

DATA FORM -- ~P~~"r'~
~UTINE WETLAND DETERMINATIOI`
(1987 COE Wetlands Delineation Manual)

1

Project/Site: c,~ ~
r
Date:
-~j
ppiic caner: c.~ V~Q. .Y vvr County:
Investigator: t ~ State: ~i,~
Dr J H Carter III JCA Inc. Environmental Consultants P.O. Box 891, Southern Pines, N.C. 28388

[phone]

Do Normal Circumstances exist on the site? Yes No ~ Community ID: I~'
Is the site significantly disturbed (Atypical Situation) YS
~ ~ Transect ID:
Is the area a potential Problem Area? Yes ~ Plot ID:
(if needed, explain on reverse)
VEGETATION

t
t

t

~i

t
iominant Plant Species Stratum Indicator
0.
I.
2.
3.
4.
7. 115.
8. 116.
1 =tree (overstory) 2= sapling (midstory) 3= shrub (understory) 4= herb layer (ground cover) 5=vines
Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-) ~ 0 / G
Remarks: IT j~~' ~ ,' ~,~ Q~~~-r~-~
~~~~bU 'j"LC ~~
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
I Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil
Remarks:
~~~ ~~
(in.)
(in.)
-~ (inJ
Wetland Hydrology Indicators:
Primary Indicator:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
- Other (Explain in Remarks)
~u~~~~l
a6~,-~-.

SOILS
Map Unit Name
'
(Series and Phase): t
.~ Drainage Class: ~1 .~
Field Observations
Taxonomy (Subgroup): ~V-2N 1 ~ 1~dNh a l~ ~ ~ rlrl~ Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
Inches Horizon (Munsell Moist) ~Munsel Moist) Abundance/Contrast Structure,etc.
0-' ~ ~ '- ldG~
t0Y
~ ..
-- -- _M_ ar`~ su~,~
~~ (~ 5 ~ --- - _` t c t ~
Hydric Soil Indicators:
Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer In Sandy Soils
_ Sulfidic Odor _ Organic Streeking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: LJ~(V.IC ~~ ~ ~ Q ~~/V' I ~
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes ~o
Hydric Soils Present? Yes No
I (Circle)
~ Is this Sampling Point Within a Wetland? Yes N ~
Remarks:
U ~ ;u ~~

t

t
ROUTINE WETLAND DETEKMINA'1'IUIV
"Q87 COE Wetlands Delineation Manual)
'~ Project/Site: ~.~. ~ i v ac~ Date: ~ ~
lic 'Owner: - o • ` (County: c . c~-
Investigator: ~ State: A 1 ~ C -
Dr J H Carter III JCA.Inc., Environmental Consultants, P.O_ Box_891 Southern Pines. N.C. 28388
(9101695-1043
Do Normal Circumstances exist on the site? Yes No ~ Community ID: ~ ~~~~~~
Is the site significantly disturbed (Atypical Situation) o ~ Transect ID:
Is the area a potential Problem Area? Yes ~ ~ Plot ID: ~_
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator
9.
10.
11.
12.
13.
14.
7. _ IIS.
8. _ 116.
1 =tree (overstory) 2=sapling (midstory) 3=shrub (understory) 4= herb layer (ground cover) 5= vines
Percent of Dominant Species that are OBL~ FACW or FAC
(excluding FAC-) I a G `'v
Remarks:
i~ ~~ >~P~ ~~ v-~ ~ ~i1~-~
~ ~
y
~~
HYDROLOGY

I1
LJ

Recorded Data (Describe in Remazks):
Stream. Lake, or Tide Gauge
Aerial Photographs
Other
I ~ No Recorded Data Available
I Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: ~_ (in.)
Remarks:
w~1Q ti~ h~~~i~ PY~~
Wetland Hydrology Indicators:
Primary Indicator:
Inundated
JCSaturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
___ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remazks)

SOILS
', Map Unit Name
(Series and Phase): Drainage Class: w~(,L
_ Field Observations
', Taxonomy (Subgroup): ~ t~~n„ c I~'o,t~~,,Ynlu~u~S Confirm Mapped Type? Yes No
Profile Description:
Depth
Inches Matrix Color Mottle Colors Mottle
Horizon (Munsell Moist) (Munsel Moist) Abundance/Contrast Texture, Concretions
Structure,etc.
~ o .~%~ ~a y~ - .~ wr ~(
-~

~' ~ a -- - .~, Sd~~

~ Hydric Soil Indicators:
_ Histosol C ncretions
_ Histic Epipedon ~ h Organic Content in Surface Layer In Sandy Soils
Sulfidic Odor Organic Streeking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hvdric Soils List
/Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: ,- ~~~ ~r~
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes1 No
Wetland Hydrology Present? ~ No
Hydric Soils Present? a No
I (Circle)
Is this Sampling Point Within a Wetland? Yes No
Remarks:

1

t

n
DATA FORM _
ROIJTII~TE WETLAND DETERMINATT
(1987 COE Wetlands Delineation Maaua.~
Project/Site: ~
Applicant/Ovrrter:
Investigator: ~
(Date:
County
~ State:
_ CNt~'iv~ati'M.~.~7a1~ c_.~-syltn~ f''~ D SGzi7'ltfrAJ ~'tti
Do Normal Circumstances exist on the site? Y _ No (Commtuiity ID:
Is the site significantly disturbed (Atypical Situation) No ~ Transect ID:
Is the area a potential Problem Area? No (Plot ID:
(if needed, explain on reverse)
!, ~. a~'3~'~
S~y~t~u ~-,/
~ r~~ev;~
VEGETATION
~ r~~~
Dom ant Plant S ec- s Stratum Indicator (Dominant Plant Species Stratum Indicator
2, cl '~ d C ~~.
3. ~ ~ ~ - 11.
4. 12.
5. p cp 13.
6. E t~ ~ r 14.
7. I15.
g• 116.
Percent of Dominant Species that are OBL. FAC W or FAC
(excluding FAC~r
~ 0 9~
Remarks: t~
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
I Field Observations:
Depth of Surface Water.
(~• )
Depth to Free Water in Pit:
Depth to Saturated Soil:
~_ (~•)
Wetland Hydrology Indicators:
Primary Indicator.
Inundated
Saturated in LTOner 12 inches
Water Marks ~ +
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
Local Soil Survey Data
_ FAC Neutral Test
_ Other (Explain in Remarks)
Remarks:
~ ~

SOILS
Map Unit Name ~ ~
(Series and Phase): Drainage Elass: --~~;~~_
Field Observations
Taxonomy (Subgroup): ill tl Confirm Mapped Type? Yes No
i
Profile Description:
Depth Matrix Color Mottle Colors -Mottle Texture, Concretions
nches Horizon unsell Moist (Iyiunsel Moist) AbundancelContrast Structure.etc.
C~
s s
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer In Sandy Soils
_ Sulfidic Odor _ Organic Streeking in Sandy Soils
_, Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
_ GIeyed or Low-Chroma Colors _ Other (Explain is Remazks)
Remarks: i
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ' ~' No ~ (Circle)
Wetland Hydrology Presentl Yes ~~ ~
Hydric Soils Present? Yes 10 ~ Is this Sampling Poiat Within a Wetland? Yes ~N
Remarks: v(~ C:~~~~~t -
~.c~~ 0 -~~. cam- ~

ROUTINE WETLAND DE i~RMINA'r'TON - t,,,~} ~ q ~~
(1987 COE Wetlands Delineation Ma 1)
L

t

[l

t

t

1
1

Project/Site: Cov. - (Date: 3 ~
,~plic weer: C~ ~r ~Counry: .~
Investigator: ;~, ,. ~ State: ~~
v` ~3~,~
s c~
q ~ o -6 ~S-{ a~3 S-F~-eve
Do Normal Circumstances exist on the site? Yes No ~ Community ID: 1~~*^ ~-
Is the site significantly disturbed (Atypical Situation Y No (Transect ID: E
Is the area a potential Problem Areal es No ~ Plot ID: ~) "3
(if needed, explain on reverse)

V t~:CiL''-1-A-11UlV
Dominant Plant S e ies Stratum Indicator Dominant Plan S ecies Stratum Indicator
1. c5 ~fi c. 9. l~c:Zt S0~ ~ ~ ~1-~
2. f.. vs^v ~./ ' 10.
3, 11.
'4• ~` ~ 12.
5• c- 13.
6. ~' , ~ S ~ 14. -
! 7. ~ iS r(T 15.
8. ~ ~ X16.
,Percent of Dominant Species that are OBL. FAC W or FAC
(excluding FACE ;-~ ~ , ~ / ~
Remarks: ~ t V~~~,~-
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water.
Depth to Free Water in Pit:
Depth to Saturated Soil:
(~•)
(m• )
(~•)
Wetland Hydrology Indicators:
Primary Indicator.
Inundated
~turated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
~rainage Patterns in Wetlands
Secondary Indicators (2 or more required):
~idized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remazks)
Remarks: ,~.

Map Unit Name
(Series and Phase): Drainage,Class: ~~
II~~ ` Field Observations
Taxonomy (Subgroup): AL~nJ ~ r I~d,J~ o;~ ~cr~t tJ ~- Confirm Mapped Type? Yes to
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
nches Horizon unsell Moist (Munsel Moist) Abundance/Conttast Structure.etc.
~--. ~ 5 ~a ~~ - -- 11 `
Elydric Soil Indicators:
Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer In Sandy Soils
~/Sulfidic Odor ,_ Organic Streeking in Saady Soils
~A luic Moisture Regime _ Listed on Local Hydric Soils List
i/ Re ucing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
tmarks:
{~-~ ~ v-t c So l ~ p r~s-eAT~ . . _.
WEIZAND DETERMINAITON
Hydrophytic Vegetation Present? Ye ~ No ~ (Circle)
Wetland Hydrology Present? a No ~
Hydric Soils Present? a No ~ Is this Sampling Point Within a Wetland? Ye No
Remarks: (~,~~'~~(,~ Cdyt~( lr/lq.Q~~
d~-c~ c~~ ..,aii~~ ` Flu %'~t~(. J ~~.rL
/~~ ~~

t

LA1A FUKiv1
tOUTIl~IE WETLAND DETERMIINATIt
(1987 COE Wetlands Delineation Manual)
i~
Project/Site:
Applicant/Owner:
Investigator: ~
(Date: .S d
County:
I State: ~ C
r
i i
`~ 10-~~5 ~d ~ '
Do Normal Circumstances exist on the site? Ye No ~ Community ID:
Is the site significantly disturbed (Atypical Situation) Yes (~~ ~ Transect ID:
Is the area a potential Problem Area? Yes ( ~ Plot ID:
(if needed, explain on reverse) ~c '
VEGETATION
Dominant Plant S ecies S tum Indicator IDominant Plant Species Stratum Indicator
1. l 9.
2. 10.
3. ~. 11.
4. 12.
5. 113.
6. 114.
7. I15.
8. 116.
= d v2 ~ = U~i^s~ 3= YGII ~~ Cdr i'' ~-.= V i`u~S
~ ~
Percent of Dominant S cies that aze OBL. FAC or FAC
(excluding FAGh ~ Q li / U
Remarks:
~ y ~ V a ~ 11~~ ~~~.-~~ P ~~~ ~~---~
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
~' No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(u-•)
(~•)
~_ (in.)
Wetland Hydrology Indicators:
Primary Indicator.
Inun ted
aturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remazks)
Remarks:
~~~~~
h ~-~1 ~ p-~-~S~

MAP,-25-1999 1828
P.03.~13
.:
i',~ap Unit NBmt
Series atzd Phase .
)' _ C b N d ~, Drainage Class: -P~C'r' S5 "~'~
/~ Q Field QhservatioAs
'T'axonomy (Subgroup}: ,~~,2 i c T J ConfIrtn Mapped Type? Xes~
Profile Description.
Dept3i Matrix Color 15~fottie CoIozs Mottle Tt:xturc, Concretions
hes t~izott Ivloaf ~ jMuz~et h~Ioist) Abun~ncetContrast Stntcture_etc.
~~
~~
Hydric Soil Indicators-
_, Histosol Concretions
_ ~: Ep*~^..~ 1r'~
3gn
O
rg1lilG Conteni in Stf~Ara Ls In
~ ~~ STS
~i~ ~ ~
`
_
~~ ~ V1~~IILl1G Streehng IL' Sa^,Lf'j ~"J.,^li5
Aquic Moistta~ l~i2ne ,_ I.isbed an7,,,octtl Hydtic Soils I..ist
Reduoiag Conditions _ Listed on 2Jational Hytlzic Soils List
ss''~kyed a:'Law-Chroms Colors , ~~ Gain in Rrmn*~)
r Remarks. [ ,
4E~{G Sot ~ pi'-C~Jf~~'~'
c
F~TL~ DET"ER.~iiNATION
Hydraphyuc VegetntionPreseat? zs Nn
t~'retiartd Flv~ology Presesst? No
Fiyd:ic Soi'ss I:'resetst? No
Rgrr~:s:
(Cirzi~ i
1
~ Is t}sis Ssmpli~ Point Within a R'etlm~d? ~) Na
03 25~g9 1$:4g 7XJRX t~J.4i3} P.4f}3 ,
f ~

1

i

~i

DATA FORM _
tOUTINE WETLAND DETERMINATIt ,
(1987 COE Wetlands Delineation Manual)
Project/Site: C (Date: _
ApplicandOwner: C ~ .,2 County:
Investigator: _ ~ State;
Do Normal Circumstances exist on the site? '~~j No ~ Community ID: , ±Q ~ G~63•
Is the site significantly disturbed (Atypical Situation) Yes ~ ~ Transect ID: ~_
Is the area a potential Problem Area? Yes o ~ Plot ID:
(if needed, explain on reverse) ~ ~
v>rcu>'; rA
Dominant Plant S ecies Stratum Indicator (Dominant Plant Species Stratum Indicator
1. 9.
2. C 10.
3. ~ ~vt~ (/ 11.
4. 12.
5. 113.
6. (14.
7. I15.
8. 16.
(= d V-2~o ~-~' a = UN-~~r s~1a Yy, 3 = q ~yNt( cA~t^ 4-= u i ~
Percent of Dominant S cies that are OBL. FAC or FAC
(excluding FAC-)o ~~ ! U
Remazks:
y U
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
Recorded Data Available
I Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(u-•)
(~•)
(~•)
Wetland Hydrolog}+ Indicators:
Primary Indicator:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stsined Leaves
_ Local Soil Survey Data
_ FAC Neutral Test
_ Other (Explain in Remazks)
Remarks: ` 1 rI ]~

MAR-25-1399 18=29
P.~~~13
Map Unit Name .
(Seriecc aatf Phase)- ~~ ~ Esrt~fl
Taxornimy (Suktgraup}: _~ ~ l~~ft~~ ~~ ~~2~'~'I}z? Yts I+Io
~Pzaf2~ I?esc~ri tan:
Depth Matrix Cotur 1Kotfic CaICi's IVIoi~#Ie Z`ead2tre, Gor}cretions
inches H4ri.~n , ~1i1]AS~etl Moist) 4C~t~ttsel Mnist3 ~~~#~st ~truct~rc.e~_
~_~ -^~ S
-.-~f~.- - ~I ~`
l H}•drie Soli Indicators:
_ I-iist~i s Concretions
e. ~Tistic P¢iptdoza _. High prgamc Cd.~rt iaz S•.:zi'acv L8y2i Yn Satiny SittiS
Suitidic Odor _ • Organic 8ng in Sandy Sane
,digaic Moisture Regime _ Listed ors Local Hyc{tia Soils List •
$educirtg Conditions _ Listed tan National Hydric Solis List
Gleye4€ cs i.ow-Ctunma Colors ~ Cd=r (Ea~ilain in Rernarics}
vti'~~S.~r~ DETERI~iATIQ?~
Hydrophy4ar VegessrYVn Present? Yes a ~ ~ ~
~'~ etland'HychvIogy Present? Yes . i Ciatla,
H;{"'~.,-IC 3oii3 PZeStnt? Yes , o ( Is this Sampling Perini Within a Wetlflnd7 Yes No
i
REILIa~17ICS:
~...~ to ~~t~~-
03/25/99 78:09 71CJR}C N(}.913}
P.OE3; '

DATA FORM
' - tOUTINE WETLAND DETERMINATIC
(1987 COE Wetlands Delineation Manual)

1

t

Project/Site: to Ccw c F•
Applicant/Owner: ~ ~,
Investigator: Ti ~
c
`l l o -6r(5 -~° ~3
Do Normal Circumstances exist on the site?
Is the site significantly disturbed .(Atypical Situation) Yes
Is the azea a potential Problem Area? Yes
(if needed, explain on reverse)
Date: _
County:
State: ,
S
No ~ Community ID: J
~~ (Transect ID: _
~ Plot ID:
ow
VEGETATION
-ominant Plant Species Stratum Indicator
~.
0.
1.
2.
3.
4.
5.
8. 116.
Percent of Dominant S cies that are OBL. FA or FAC
(excluding FAG}. ~ / ~d
Remazks: ~
G~~o ~ T l t ~- ~1 ~-f',S2ti~
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
_ ~Io Recorded Data Available
I Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(~•) ~~
(~• )
~_ (~•)
Wetland Hydrology Indicators:
Primary Indicator.
, /Inundated
l/ Jaturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
FAC-Neutral Test
_ Other (Explain in Remazks)
Remarks:
~~~~~

MAR-25-1999 18=~9
P.~%!13
Map Ulut Name
{Series atsd Phase): ~ c~Y Drainage CIass: -P x' c~P S.ri`~ ./
p Field Observatiarss
Ta~IIOmy {Sttbgroug): _ ~~ ~~ G f ~$t! ~l! ~ Coafimz Mapgcd Zype7 Yes ~I
Prof le Descritstian:
Dcpih Isfiabri_x Color Mottle Colors Mottle Tcxtnre, Cnncrctioas
~~ S4rzo8 _{l,~ftmmsell 3vioist) (Munsel Maisfl ~~uttdaitc~lCotttrast Stmt ture.etc_
~_ {~~
Fiydric Soil Indi,catots:
,_ ~iistasoi _ Co~crations
l ~ c Epipeci~ ~~ Or~ttic Content in Surface Layer In san~• Soils
ulfi@ic t~dar _' Cstganic Streaking in Sandy Soils
„` Aquic Moisture R~inte Listed oat Local Hydtic Soils l..ssc
_ Reducing Cnttditions ~ l~.istad an National Hydric Soils i•i~
~~i`~eYed ar F.ow-Cltroma Colors i C~iher (Explain in Rc~tusrlts)
Ilcrttaris:
~~~t[~c_ 5Gc ~ ~~f
~'i~ rra~~ ~~r~~rn-rarrv~r
x~r~~~ veg~tafioaPrceent~ ~r N~
a/tttaud Hydrology Prestat? 2vn
~y~ 5o~s l~aesit? (~esl No
Rentarlcs:
~ tCircie)
[ >s this SampIittg l'oinc within a wecta"~? Yes ~ PTa
03J2~j99 }8:49 TX/R.Y t~t1.973? P.007

ROUTIl~IE WETLAND DETEIt1VIIlVATI~"T
(1987 COE Wetlands Delineation Manui
Project/Site: Date: _
ApplicantlOwner: ~ a ~ ~Cotmty:
Investigator: _ v S -' ~. <~ ~~ State: ,
~ to-~ Y'S~la ~3 ~ ~ Piti~-s~~~.
Do Normal Circumstances exist on the site? ~es) No ~ Community ID: a hr l~
Is the site significantly disturbed (Atypical Situation) Yes ~ ~ Transact ID: ~.,~~
Is the area a potential Problem Area? Yes ~`.~ (Plot ID: ~_
(if needed, explain on reverse) Co ~ ,.~ 1
VEGETATION

1

Domi ant Plant S cies. ~ Stratum Indicator Dominant Plant Species Stratum Indicator
1. 9.
2. 10.
3. ~~ 11.
4. ~ r~ c 12.
5. ~~~ rvQ 13.
6• 114.
7• I15.
g• 116.
~ _ ~vP rs-fv~ a = u ,~~~sfa~ 3= sYvazr l ~-.R,P~ ~= U i~-
Percent of Dominant S ies that are OBL. FAC r FAC
(excluding FACE-k ~ ~ N
lff
Remarks: 1 /
-l
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
~o Recorded Data Available
Field Observations:
Depth of Surface Water.
Depth to Free Water in Pit:
Depth to Saturated Soil:
(~•)
(~•)
1 (in.)
Wetland Hydrology Indicators:
Primary Indicator.
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC Neutral Test
_ Other (Explain in Remarks)
Remarks:
+iu~t tiyaro~~ P~~,~-.

MP.R-25-1999 18 = .30 3 P . ~9% 13
11+7g(~ unit Niu1C
(Scdes and Phase): ~ d ir' Dtsiaa~c Class: `
n ~ n Ftctd 4laccvs~,ous
Taxnnouty (Subgmugl: ___£~~-Pt~11 c t`d jf t~Cl ~ Confirm I~~d'i~pe7 Yes No
Profile Description-
Depth Matrix Color i-+lottle Colors ~ Mottle Tsamue, Co>xts
tC nchcs~ Anrizon ~I llrfoisrZ .set Iyfoi~} cd S~roctase_ctc.
tQ~
~ ~ ~~-. -~
g3~ric 8oi1 Iadicatars:
- col , Ccmcreiioas
_ Histic Bpipadan .._ Ei'igll ~xeic Ogattr~t ~ S~ufacx Lzye¢ ~ Smtdy~ 5aiis
_ Suli"u3ic Odor ~ ~~ 3tg in Seady Soils
~... Aquic 14taisture Regiure _ Listed ova Local Fiydric Sails List
Reding Goaditians __._ Lsssrd on 1+Fatioaal liydria Sails List
_ Gleyed or Lo`v-G't~ma. Co},~ ~ (g~,laia is ~}
R~narks- L /-
.~~ ~ _ i
w>uuTr,.~r~n n~?~~Arzorr
xydropl~ v Frearar? Yes
Hydric SoilsPre~t? Yes ~C ~ Is this Sampling Point ['vid3sn a V4et3aad7 Yp 1~Po

o3J2~J9g i8:d9 TXJRX Nt}.gi3i
F.Od9

tiA'l~A r'UK1Vl
.LOUTINE WETLAND DETERMINATIC
(1987 COE Wetlands Delineation Manual)

Project/Site: V..,~. Date:
ApplicanUOwner: ~ County: ~
Investigator. Dy,~;'It • C ~v ~ ScR~ ~'Nt-~ , ~ State•
_ ., ^. ~i
q(d_~`~5--f0~~. ~ ~ Sid
Do Normal Circumstances exist on the site? Yes ~:. ~ Community ID: ,~ c~
Is the site significantly disturbed (Atypical Situation) es No ~ Transect ID: C
Is the area a potential Problem Area? Yes Nvo~ ~ Plot ID: _~
(if needed, explain on reverse) /r /

~g~
Dominant PI nt S ~ecies Stra Indicator Dominant Plant Species Stratum Indicator
1. 9.
2. ~ L ' 10.
3. ~ ' 11.
4. C G 12.
5. 113.
6. 114.
7. X15.
i 8. 116.
Percent of Domin pecies that are OBL. F or FAC
(excluding FAC-j~ ~ O G ~d
Remarks:
~~ ~~~ ~ -~ ~ ~ -tom ~ ~ ~-~ S-~,~ ~ ~ d d~~ S~~t~-~ ..
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
V No Recorded Data Available
I Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(in.)
(~•)
~_ (in.)
I Remarks:
t.~-e-~-Iati~l 6~ v~I X01
Wetland Hydrology Indicators:
Primary Indicator.
Inundated
~turated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
- Water-Stained Leaves
- Local Soil Survey Data
- FAC Neutral Test
- Other (Explain in Remarks)
P,,.~s~,~,f,(ol~ p~ti~(s ~~k~,

t`tfaE?-25-1999 18= 31
R.Liri3
MA~3 ITaiT Nalxlt;
{Sczies end P'lt~sc}~ ~ ~. I3rainage ~.~s~s: __~~,

Ta~aaamy (Subgroup): lstl~' Field pgyyserrratiogs
~d~~~ Confssiu 1~aPped Type? des ~a
PmfeIe Descri8jion:
~~~ ~Lli:f ~CSIfiF IVIatt1C ~O14i5 Ivft~ffle ~ ~fiACl~t:+lLS
~CZichesl HQri~n~ fMun.~tltMassi) ~Muusel;,Iyiaistl Abuclda~~etContrast Structure,ctc.
~ --
LJ -1 --_--
~
--~ pr
-
~~~ ~~
~~ ~ ~ ~ ~ t 1 t{ ~ff~sT~

I3ydsic Sail Indicators:
_ Flistasai C~ncrttioas
HlstlC ~P~' ~ ~~ br$aaiic C~yteat 3xt Sitrf~e Lay~:r In Ssa~} Soils
Sulfidic Odot _ Gh~snia Streaking is Sandy Soils
_ Aquic Moistwr Rtgime Listed oa Local Hydric Sails List
~
lt,edueiag Canditiat~ Listed on National F"xydxic Soils List
~^'Gle:~cl or Los*:-Chz~ma f:c:cr~ _ t3t~ (E.-~I~:n in P,er.~..rks)
Remy: 1 Z~! ~ t ~ ~ E~ d ~ ~-~- t
~Yl •C. v~~ l
~
r
~i£T~3~'~i FE'I'~i,#3I~iAs7f3ii
Hydroghy2ic Vrgrtation PreseatT es~ Na j (Circlei
etFsnd iiyc3tology Present? es l3a j
}tltifr ~63~& ,`f LS ~tl ~ 7S Lti~$ .S$IIIFlllit~ ~d1At WLtl12t1 A W~jl$IIt~ /Y CSJ IVTO
R c.s±~.~:
i
03/23/99 18:09 7X/RX N0.9733 P.011

I
1
1
1
1
1
1
1
1
i
i
1
1
1
1
DATA FORM f _
ROUTINE WETLAND DETERMINATR ,
(1987 COE Wetlands Delineation Manual)
Project/Site: L. v Date: ~
Applicant/Owner: ~ County:
Investigator: P • ~ ~' , C Nt.c ~ State: : C
- Co S ~ rC~~
Do Normal Circumstances exist on the site? Yes No ~ Community ID: (~~~~ivt~
Is the site significantly disturbed (Atypical Situation) es ~ Transect ID:
Is the area a potential Problem Area? Yes ~ Plot ID:
(if needed, explain on reverse) ~ ~
VEGETATION
ninant Plant Saecies Stratum Indicator
~ = oL~2ysf ate- ~ = u~4e~..,, 3~ ~ route( co v..~.,~~ 4- ~ v iti~s-
Percent of Dominant "Gies that are OBL. FAC r FAC
(excluding FAC-). ~ ~ "0
Remarks: _
I+ ~I~~p ~~ d6s.~~
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
~rded Data Available
Field Observations:
Depth of Surfaee Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(~•)
(m• )
~- (~•)
Wetland Hydrology Indicators:
Primary Indicator.
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in
Upper 12 inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
~~ ~ ~-~ !l d Y~ ~
a~s~f~

P'~R-25-1499 18 31
i P. li/1.3
Map Unit Namz
{Serira and Phase}: Drsinage Class: ~,.

~ Field Qbit~s
Taxa~y~Subgraupl_ - ~~'~,s1s c_ -^x~s~~~s C.as~~ml~SappedTS~? Yes N4
Profile I3escripfion:
Matrix valor Mt~ttie colors ~ Nlottlc Tcw Cia:+s
rdch~s FLorizon fMunseli Mnistl gel Itda~ Al~antiancelContiast Structuze.etc.

~.-
'
07 cSl9

~ydric Soil Indicators:
_ ~s:asal _ C~ctetiorss
_ l;iistsc Epipedan _ ~~ ~ Cer*~* *:~ Sn*~tt La~~tr In cyri.~. G,,;i=
„ &slfidie ddot ~ Qsga~nie S#rte7~n~ iet Sandy ails
Aquic Moistures Regime Listed oa Y.oeat Sy~-iic Sails List
Reducing ~cttditiaisi ,Listed an 3v*i3tionai Hydric Soils List
GIB csr L~v~~ Ccl~s , GL:°z (F.k~lgui ~ :d:'r•° ~ j

23vdrophytic Vrgdaiiort PxesenY' Yes N~
Wetlsmd fiydrdogy psesen;7 yes
V Fi;L~*ic ails Prt~.~t? yes
i '' r r
t <~~3
j Is this Saru~Ii-tg i-©int Wiia:r a ~4etlat~% Yes Ir'd j
'f't_~Ti=~ G . ~ _
03/2/99 18:09 7K/R?C N~.9731 P.073

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MOORE COUNTY AIRPORT - SOP `1~ "
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0 o SOUTHERN PINES, NORTH CAROLINA TAlB~I~'T &~ ~1PIGf1'T 11YC.

N ~~~ne ~ p~.nn~ne Qo„8,..tta,.te
A A ~ ~~ ' WETLANDS DELINEATION FOR THE
o ~ ~ ~ _
RELOCATION OF NC 22 & SR 1843 The Cotton Sxohange 321 N. F4ont St. llitmington N.C. 28401

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LIST OF REPORT RECIPIENTS
Mr. Michael A. Nash, Executive Director
Moore County Airport
P.O. Drawer 5809
Pinehurst, NC 28374 _ $ .
-- Federal A eg_ncies
Ms. Donna Meyer
Environmental Program Specialist
Federal Aviation Administration, Campus Building
1701 Columbia Avenue, Suite 2-260
College Park GA 30337-2747
404-305-7152
Mr. John Hefner
Ecological Services Supervisor
United States Department of the Interior
Fish and Wildlife Service
Raleigh Field Office
S S 1 F Pylon Drive
Raleigh, NC 27606
[phone]
Mr. Allen Davis
Regulatory Specialist
USAED, Wilmington
RG-L
P.O. Box 1890
Wilmington, NC 28402
910-251-4466
Mr. Bobby Willis
Flood Plain Management. Services Branch
Department of the Army
Wilmington District, Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
910-251-4728

Ms. Tessa Chadwick
<'
Asst. State Conservationist for Programs
United States Department of Agriculture
Natural Resource Conservation Service
4405 Bland Road, Suite 205
Raleigh, NC 27609
919-873-2100 (state office) _
.- ":w ~~
919-250-1070 (fieldoffce~ ^" "°
Mr. Ted Bisterfeld .; . „~ ; ~ .. , t r~ . ,. ,r.
NEPA Project Officer ~ , .,
U.S. Environmental Protection Agency, Region 4 ; .! , .• `
Environmental Accountability Division
r~.. . ~
Sam Nunn Atlanta Federal Center ; , k ; ; . ,
61 Forsyth Street, S.W. ~ ,
~,.
Atlanta, Georgia 30303-3104
404-562-9621
_ .. ~~.~
Mr. Dan Cockrum •
:, .....
Chief of Operations ., ,
U.S. Department of the Interior •~
r `.' t
National Park Service, Southeast Region
':~~ ~.~.
100 Alabama Street SW
1924 Building
Atlanta, GA 30303
404-562-3100
North Carolina Agencies
Mr. Richard Barkes
Assistant Manager of Aviation Development
NCDOT - Division of Aviation
~~%; r;~,
6701 Aviation Parkway "
Raleigh Durham Airport
Raleigh, NC 27623
919-571-4904
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Ms. Chrys Baggett
.Director .
N.C. State Clearinghouse
Department of Administration
116 W. Jones Street
Raleigh, NC 37611
919-733-7232
___ ~ _F _ ~
Copies will go to: fi
N.C. Department of Envirorunent and Natural Resources (DENR)
Division of Environmental Management
Division of Land Resources - , • ~ ' r '~' ` "
Division of Forest Resources _ ~'
Division of Environmental Health ` ' ' ~ '
Division of Parks and Recreation `J '
Division of Planning and Assessment '
Division of Water Quality
Division of Soil and Water Conservation.
N:C. Department of Cultural Resources
N.C. Wildlife Resources Commission
N.C. Department of Administration - - ~ ~ ~ • ~ ~' ` `
N.C. Department of Agriculture ~ ~` ~ '' - J -
Mr. Joe Clendenin
N.C. Department of Transportation
District 2 Engineer
PO Box 1067
902 N Sandhills Blvd
Aberdeen, 28315
910-944-7621
- ,
N.C. Department of Transportation Highways Division _ -r _
Programming & TIP Branch `'' ' '
P.O. Box 25201 ~ :.., :.: ~ .. .
1 S. Wilmington Street - -
Ground Level-Art Museum Annex -' ~'
Raleigh, NC 27601
Local Agencies
Mr. Bobby B. Teague, P.E.
Director of Public Works
Town of Southern Pines
140 Memorial Park Court
Southern Pines, NC 28387
910-692-1983

Mr. Bart S. Nuckols
Planning Director
Town of Southern Pines
180 S.W. Broad Street
Southern Pines, NC 28387
910-692-9495
Mr. Chris Parillo
Planning and Zoning Administrator
Town of Whispering .Pines
10 Pine Ridge Road
Whispering Pines, NC 28327
910-949-3141
Ms. Nancy Roy
Director of Planning and Community Development
Moore County
P.O. Box 905
Carthage, NC 28327
910-947-5010

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® North Carolina Wildlife Resources Commission
MEMORANDUM Richard B. Hamilton, Executive Director
TO: Richard Spencer, U.S. Army Corps of Engineers
Wilmington Office
FROM: Travis Wilson, Highway Project Coordinator ~' _ ~7 /~~j/ .~~-
Habitat Conservation Program °'------ ;/~ ~ ~'
DATE: March 13, 2006.
SUBJECT: U.S. Army Corps of Engineers Public Notice for Action ID No.
200300998, review of application for the Moore County Airport Authority
to discharge dredge or fill material into waters and wetlands to relocate the
intersection of NC 22 and SR 1843, Moore County, North Carolina.
Staff biologists with the N. C. Wildlife Resources Commission (NCWRC) have
reviewed the information provided by the U.S. Army Corps of Engineers. Our comments
are provided in accordance with certain provisions of the Clean Water Act of 1977 (33
U.S.C. 466 et seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
The applicant proposes to place fill material in 1.87 acres of jurisdictional
wetlands and 420 linear feet of jurisdictional streams.- Mitigation for these impacts will
be provided by the North Carolina Ecosystem Enhancement Program. After review of
the Public Notice for the proposed project NCWRC request the following conditions to
be incorporated as part of the permit.
1. Riprap placed for bank stabilization should be limited to the stream bank
below the high water mark, and vegetation should be used for stabilization
above the high water elevation.
2. No riprap should be placed in the stream channel.
3. Culverts and pipes must be designed to allow for aquatic life and fish passage.
Culverts 48" or larger should be buried approximately 1' into the streambed.
Culverts less than 48 inches in diameter should be buried to a depth equal to
or greater than 20% their size to allow for aquatic life passage. These
measurements must be based on natural thalweg depths. If multiple barrels
are required, barrels other than the base flow barrel(s) should be placed on or

~' Memorandum 2 March 13, 2006
near stream bankfull or floodplain bench elevation (similar to Lyonsfield
design). This maybe accomplished by utilizing sills on the upstream end to
restrict or divert flow to the base- flow barrel(s). Sufficient water depth should
be provided in the base flow barrel(s) during low flows to accommodate fish
movement. Install alternating or notched baffles in a manner that mimics
existing stream pattern. This should enhance aquatic life passage by
depositing sediments in the barrel, maintaining channel depth and flow
regimes, and providing resting places for fish and other aquatic organisms. In
essence, base flow barrel(s) should provide a continuum of water depth and
channel width without substantial modifications of velocity.
4. The dimension, pattern, and profile of the stream above and below the base
flow barrel(s) should not be modified by widening the stream channel or
reducing the depth of the stream.
5. Stormwater should not discharge directly to the streams.
6. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the streams.
7. If concrete is used during construction, adequate precautions must be taken to
prevent direct contact between wet (uncured) concrete and stream water due
to the potential for elevated pH that can cause a fish kill. Water that has
contacted uncured concrete should not be discharged to surface waters.
8. Discharging hydroseeding mixtures and washing out hydroseeders and other
equipment in or adjacent to surface waters is strictly prohibited..
9. The abandoned roadway should be removed and restored to its natural
elevation.
Thank you for the opportunity to comment on this permit application. If you have
any questions or we can be of further assistance please call me at [phone].
cc: Gary Jordan, U.S. Fish and Wildlife Service, Raleigh
John Hennessy, DWQ, Raleigh