20110136 Ver 1_Application_20110208

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A. CONTI, JR.
GOVERNOR SECRETARY
February 8, 2011 ~~~~~~~ D
U. S. Army Corps of Engineers Idt1~1
Wilmington Regulatory Field Office FEB 0 S 2011
69 Darlington Ave.
Wilmington, NC 28402-1890 ~~wAIERaUK1tY
tilEllAIJOSAND SttxiMNIA1Hi8RA1Mal
Attn: Mr. Ronnie Smith ~ "~
NCDOT Coordinator JL
Subject: Application for Section 404 Individual Permit and Section 401 Water
Quality Certification, NC 211 widening from north of NC 73 in West End
to east of SR 1208 (traffic circle) in Pinehurst, Moore County. Federal Aid
No. STP-211(5); State Project 8.1560601; TIP No. R-2812.
Debit $570.00 from WBS Element 34504.1.1.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to widen NC 211 to
a four lane divided facility with a 23-foot raised grass median, From NC 73 in West End to
the traffic circle in Pinehurst. The length of the proposed project is approximately 7.2
miles.
This application package consists of the cover letter, ENG Form 4345, US Fish and
Wildlife (USFWS) concurrence letter, Ecosystem Enhancement Program (EEP)
confirmation letter, Hydraulic Design Review (4B and 4C) meeting minutes, Stormwater
Management Plan, permit drawings, and roadway plans.
Project Schedule
This project calls for a review date of August 30, 2011 and a letting date of October 18,
2011. However, these let dates may advance as additional funds become available.
This project has been accelerated to enable NCDOT to complete the project prior to the
US Open golf tournaments in June 2014. The Village of Pinehurst and the general public
have indicated a desire to complete the project prior to commencement of the golf
tournaments since NC 211 will be heavily travelled by golf patrons, etc. during this
timeframe.
MAILING ADDRESS: LOCATION'.
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 4701 A9dOfiC AV2.,
NATURAL ENVIRONMENT UNIT FAX: [phone]D1 $UII2 116
1598 MAIL SERVICE CENTER Raleigh, NC 27604
RALEIGH NC 27699-1598 WEBSITE: IWhV NCDOT.ORG ~

Purpose and Need
The purpose of this project is to improve the level of safety along NC 211 and to improve
the traffic carrying capacity of the roadway in order to meet the needs of existing and
anticipated development in the project area.
Summary of Impacts
-•~ ~ ,
The proposed project lies in the Southern Piedmont Physiographic Province, primarily in
the Cape Fear River Basin (HUC 03030004, sub-basin 03-06-14). A small section
(approximately 0.5 mile) is located within the Lumber River Basin (HUC 03040203, sub
basin 03=.07; 50);,;however, none of the jurisdictional resources in the project area are
within the Lumber River drainage basin.
This project will impact 388 linear feet of jurisdictional streams (374 linear feet of
permanent impacts, 14 linear feet of temporary impacts) and 1.90 acres of impacts to
riparian wetlands (1.30 acres of permanent fill, <0.01 acre of temporary fill, 0.15 acre of
excavation, and 0.45 acre of mechanized clearing). No impacts to jurisdictional resources
will occur due to the relocation or installation of utilities in the project area.
Summary of Mitigation
Throughout the design and NEPA process this project has been designed to avoid and
minimize impacts to jurisdictional areas. EEP will provide mitigation as required for 374
linear feet of stream impacts (including bank stabilization) and for the 1.90 acres of
riparian wetland impacts for the proposed project.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was approved October 30, 1998. A Finding of No
Significant Impact (FONSI) was approved on July 14, 2008. The EA and FONSI have
been provided to regulatory review agencies. Additional copies will be provided upon
request.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope;
(2) The project is usable and a reasonable expenditure, even if no additional transportation
improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
2

RESOURCE STATUS
Wetland delineations within R-2812 were conducted using the field delineation method
outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental
Laboratory, 1987) and the North Carolina Division of Water Quality's (DWQ)
Identification Methods for the Origins of Intermittent and Perennial Streams, respectively.
Within the R-2812 project area three streams, two jurisdictional ponds, and four wetlands
were identified. Jurisdictional areas were verified by United States Army Corp of
Engineers (USAGE) representative Kim Garvey. An official notification of jurisdictional
determination was issued by the USAGE on April 2, 2010.
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in the Cape Fear River and Lumber River Basins in Moore County;
however, none of the jurisdictional resources in the project area are within the Lumber
River drainage basin. Jurisdictional resources are part of Hydrologic Cataloging Unit
03030004 of the South Atlantic-Gulf Coast Region. Broad Branch Creek (NCDWQ
classification WS III; Index # 18-23-3-1-1), Joe's Fork Creek (including a man made pond
created by damming a downstream portion of the creek), a perennial tributary of Joe's
Fork Creek, and aman-made pond which is connected to a tributary to Joe's Fork Creek
located outside of the project study area (NCDWQ classification WS III; Index # 18-23-3-
1). There are four riparian wetlands located within the project area. Final design impact
and mitigation data can be found on Tables 1 and 2.
There are no designated Outstanding Resource Waters (ORW), High Quality Waters
(HQW), Water Supply I (WS-I), Water Supply (WS-II), or 303 (d) listed waters within 1.0
mile of the project azea.
Impacts to Jurisdictional Streams
Stream impacts for R-2812 occur at Sites 3 and 4. Impacts include 296 linear feet of
permanent impacts that will result from extension or replacement of pipes and a culvert
and the construction of the fill slopes necessary for the widening of NC 211. Bank
stabilization will result in 78 linear feet of permanent stream impacts. Additionally, 14
linear feet of temporary stream impacts will occur at Site 4 to allow for possible
construction access for the extension of the 60 inch reinforced concrete pipe at that
location. Jurisdictional stream impacts are summarized below in Table 1.
3

fable 1. Impacts to Jurisdictional Streams

Site
Stream
' _
Classification
a
Impact"Type Impact

Length
Mitigation Mitigation

Required
-Name ,Ratio ~
ft ft
Tributary Extension of
to Joe's 10 x 7 RCBC 163 2:1
3 P
i
l **
Fork erenn
a Bank 326
Creek Stabilization 42 1:1
Replacement

of 60" RCP 133 2:1
*
Broad 266
4 Branch Perennial k 36 I :1
C
k Stabiliza
tion
ree Temporary

Dewaterin 14 NA NA
Totals: 388 NA 592
l:1 mitigation, as required by NCllWQ for all sites where impacts (permanent stream impacts plus bank
stabilization) equals or exceeds 150 linear feet, is proposed as the impacts are a result of bank stab~7ization
and will not result in loss of stream quality or function. **Exceeds total mitigation required by NCDWQ for
stream impacts exceeding 150 linear feet.
Impacts to Jurisdictional Ponds
The proposed project will result in impacts to jurisdictional ponds at Sites 1 and 2.
Impacts to 0.13 acres will result from the placement of permanent fill necessary for
construction of the fill slopes necessary for the widening of the NC 211. Additionally,
2.83 acres of temporary surface water impacts resulting from the temporary dewatering of
the pond at Site 1 to allow construction access for extension of the 10 x 7 RCBC and fill
slopes necessary for the widening of NC 211. Impacts to jurisdictional ponds are
summarized in Table 2.
i abte L. JuI'Iace water Impacts [o YOntlS
1 Tem or Dewaterin 2.83
Permanent fill 0.12
2 Permanent fill 0.01
Total 2.96
*Flow of the atream will he maintained durino cnnstn ictinn
Impacts to Wetlands
The proposed project will result in impacts to riparian wetlands at Sites 1, 2, 3, and 4.
Impacts consist of 1.30 acres of permanent fill and 0.15 acres of excavation within the
wetlands. These impacts are a result of the extension or replacement of pipes and culvert
and the construction of the fill slopes necessary for the widening of NC 211. Temporary
impacts to < 0.01 acre of wetlands may be necessary to allow for construction access at
Site 1. Additionally, the proposed project will result in 0.44 acres of mechanized clearing
necessary to allow for construction access. Impacts to wetlands are summarized in Table
3.

4

Table 3. Impacts to Jurisdictional Wetlands
_ ,,, 'Permanent Impacts
«. ...Y»_..-,r-. ?(acres) '

~
~ ~ ~ ~~~ xauo acres t
GK
1 Permanent Fill
~Ivlechanized•C-learin - 0.19
-~0-08 -- - -- 2:1
- -- 1:1~--- - 0_38
~----0:08Q ,o x.
a Z/
Tem or Im acts <0.01 NA NA d. /Y
Permanent Fill 0.04 . ~.~
2 Excavation 0.02 _
jl 1 *~ 0.08
"Ivlechanized-Cleariti ____0:02_-~ U•~~
Permanent Fill 0.70 2:1 1.40 G L/
3 Excavation 0.13 2:1 0.26 o.ly

4 Permanent Fill

_Mecha'nized'Clearii% 0.37

--
_:0-14_.-_-
2:1

__- 1;1
0.74

__ 0:14.a,:
o.k~a~,-«
Totals 1.90 NA 3.29 3.7~-
* 1:1 mitigation is proposed for [his wetland, which is located adjacent to a pond. The hydric soil criterion is
not consistently met throughout the wetland. Furthermore, the interconnectiv[y of the wetland/pond and
G 7~
nearby wetlands (located outside of the project area) has been severed. Although the USACE has not ~ / L
declared this an isolated wetland, the system no longer interacts with nearby wetlands except duringhigh , ~ 8
water events resulting in overflow from the pond. /:
Z
Impacts to wetlands have increased since the FONSI was approved in June 2007. In 20]0 ; Z6
NCDOT shifred the alignment to the south between stations -L- 39 + 05.52 and -L- 133 + a F
16.02,-L- 253 + 34.50 and -L- 317 + 10.00, in order to minimize impacts to an apartment
d
d
~ yG
an
a
building and utilities. The alignment shifr will result in 8 fewer families relocate
cost savings of $1, 875,000. Furthermore, impacts to the red-cockaded woodpecker g.iY
(RCW) will be reduced as the new alignment will result in a decrease in pine BA removed ,,, r3
from 704.32 sq. fr. to 487.62 sq. ft. and a decrease in forested habitat removed from 10.07
to 8.23 acres in the MOOR 35 partition. 3 ~Z+o-h-~
FEDERALLY PROTECTED SPECIES U'Yj ~'~~
Plants and animals with a Federal classification of Endangered (E) or Threatened (T) aze 707 ~/3~
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended. As of September 22, 2010 the USFWS lists four federally protected
species for Moore County, which are indicated in Table 4 below.
. ._a o.._ nR......., !"....nfa,
t ante 4. r euera n .. v~c~. waa ~ ~ ~~ ....,......~.. - -- - - - --
Biological
Habitat
Common Scientific Name Federal Status Conclusion Present
Name
Red-cockaded Picoides E May affect, not likely to yes
woodpecker borealis adversely affect
Cape Fear Notropis E No Effect No
shiner mekistocholas

American Schwalbea E No Effect Yes
chaffseed Americana

Michaux's Rhus michauxii E No Effect Yes
sumac
5

Red Cockaded Woodpecker
Surveys for the red cockaded woodpecker, American chaffseed, and Michaux's sumac
were conducted from June through August 2009 by J.H Carter and Associates (JCA)
biologists. RCW nesting habitat is found throughout the project area corridor. Active and
inactive RCW clusters are located within 0.5 miles of the project area.
NCDOT received USFWS cohcunence (October 8, 2009) for a biological conclusion of
"May affect, not likely to adversely affect." In 2010 NCDOT shined the alignment to the
south between stations -L- 39 + 05.52 and -L- 133 + 16.02,-L- 253 + 34.50 and -L- 317 +
10.00, in order to minimize impacts to an apartment building and utilities. As a result of
the new alignment and loss of RCW habitat due to private landowner activities, foraging
numbers were recalculated by JCA. The new foraging numbers did not result in a take.
Impacts to RCW foraging and nesting habitat aze addressed in the BA (JCA 2009) and BA
Addendum (JCA 2010). Due to the fact that all impacted RCW clusters will meet SMS
guidelines post-project, with suitable and potentially suitable habitat and no active RCW
cavity trees will be removed or taken, the biological conclusion of "May affect, not
likely to adversely affect" provided in the EA remains valid. USFWS concurred with
this determination in a letter dated February 8, 2011.
Michaux's Sumac
Suitable habitat for Michaux's sumac is present in the project azea within the canopy gaps
of upland forests and pine stands and within regularly maintained powerline right of ways.
No specimens were observed during the 24 man hour plant surveys conducted during June
through August 2009.
In 2010 NCDOT shifted the alignment to the south between stations -L- 39 + 05.52 and -
L- 133 + 16.02,-L- 253 + 34.50 and -L- 317 + 10.00. In these areas, Michaux's sumac
habitat ranged from unsuitable habitat due to pine straw raking neaz West End, to
marginally suitable in upland forests near Pinehurst. No Michaux's sumac was found
during a January 2011 survey in either area where realignment will occur, however,
additional surveys will be conducted within these azeas during the appropriate survey
window (May-October 2011) prior to construction.
The proposed project will not affect this species. A search NCNHP records on January 13,
2011 indicates there aze no known populations of Michaux's sumac located within 1-
mileofthe project area. Therefore the biological conclusion of "No Effect" provided in
the EA remains valid.
American chaffseed
Suitable habitat for American chaffseed is present within the project area in pine-scrub oak
sandhill habitats, however, fire has been absent in the area for many years. No specimens
were observed during the 24 man hour plant surveys conducted during June through
August 2009.
6

In 2010 NCDOT shifred the alignment to the south between stations -L- 39 + 05.52 and -
L- 133 + 16.02,-L- 253 + 34.50 and -L- 317 + 10.00. Habitat within these areas
was considered unsuitable clue to fire suppression for decades. No American chaffseed was
found during a survey conducted in June 2007 for anon-NCDOT related project in the
subject area near West End and no American chaffseed was found in January 201 1 in
either subject areas. No American chaffseed was found during a January 2011 survey in
either area where realignment will occur, however, these areas will be reassessed during
the appropriate survey window (May-October 201 I) prior to construction.
A search of NCNHP records on January 13, 2011 indicates that there are no known
populations of Michaux's sumac located within 1-mile of the project azea. Therefore, the
biological conclusion of "No Effect".provided in the EA remains valid.
Cape Fear Shiner
The project area was evaluated for potential habitat for the Cape Fear shiner in Apri12000.
Habitat for the Cape Fear shiner does not occur within the project azea. This fish prefers
large waters with gravel, cobble, and boulder substrate, none of which is present in the
project area. A search of NCNHP records on January 13, 2011 indicates no known
populations of the Cape Fear shiner within 1-mile of the project azea. Therefore, the
biological conclusion of"No Effect" provided in the EA remains valid.
MITIGATION OPTIONS
The. USACE has adopted, through the Council on Environmental Quality (CEQ), a
wetland mitigation policy that embraces the concept of "no net loss of wetlands" and
sequencing. The purpose of this policy is to restore and maintain the chemical, biological,
and physical integrity of the waters of the United States. CEQ has defined mitigation of
wetland and surface water impacts to include: avoiding impacts, minimizing impacts,
rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR
1508.20).
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation
of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken
during the planning phase and minimization measures were incorporated as part of the
project design. Minimization includes the examination of appropriate and practicable
steps to reduce the adverse impacts.
Avoidance and Minimization
Avoidance and minimization has been employed in the project area to the maximum
extent practicable. The following measures were implemented:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface.
Waters will be enforced.
• Bank stabilization activities will not place rip rap on the stream bottom
• Wetland impacts have been reduced to a minimum by keeping roadway fill slopes
at 2:1 in these locations.
7

• The outlets of pipes carrying storm water are located as far away from
jurisdictional resources as possible.
• Culverts and pipes will be buried 1-foot below the stream bed or natural ground at
crossings to maintain normal stream flow and stream chazacteristics.
• The culvert outlet at the UT to Joe's Fork Creek (Site 1) will discharge directly
into a pond that will be maintained after construction.
• All ditches were designed to be stable and control velocities. When possible
ditches were flattened and provided a wider base at the outlet of the ditch
• At azeas near jurisdictional features velocities where checked to ensure they aze
non-erosive and the outlet would not negatively impact the feature.
• ,During construction NCDOT Division 8 will put orange fencing around RCW
cavity trees located within the right-of--way (cavity tree #s 357E and 1839). RCW
cavity trees will be mazked and GPS coordinates and a "do not disturb" message
will be placed on design plans.
• The 2010 revised project design resulted in a decrease in pine BA removed from
704 sq. ft. to 488 sq. fr. and a decrease in forested habitat removed from 10.1 to 8.2
acres in the MOOR 35 partition.
• During construction at Site 1, flow of the stream will be maintained through the
pond during construction.
• In order to preserve the red-cockaded woodpecker habitat, no unnecessary cutting
of any pine trees 10 inches or greater in diameter at breast height, beyond the slope
stake limits is to occur between the following stations: 96+00 through 15+00,
214+00 through 264+00, 285+00 through 329+00, and 339+00 through 415+00.
• It was determined at LEDPA that the project's footprint was reduced, minimizing
impacts to the natural environment within the project and, thus, minimizing
impacts to foraging habitat.
• The typical section has been reduced through the use of a curb and gutter typical
section for a portion of the project, thus, narrowing the project footprint.
• A 23-foot raised island, the narrowest acceptable median width, thus reducing the
project footprint.
• The best fit alignment, utilizing a combination of north side, south side, and
symmetrical widening, has allowed for impacts to wetlands, streams, residences
and businesses.
Comnensatorv Mitigation
Mitigation requirements for R-2812 are summarized in the table below. Impacts requiring
mitigation are 1.90 acres of riparian wetlands and 296 linear feet of streams. Mitigation
will be provided by the EEP.
Stabilizing the bank of a stream does not require fill in the stream bed or result in loss of
stream function or quality and therefore, under Section 404 of the Clean Water Act, does
not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation,
however, NCDWQ requires 1:1 mitigation for all sites where impacts (permanent stream
impacts plus bank stabilization) equals or exceeds 150 linear feet. Furthermore, the
proposed bank stabilization activities are necessary to prevent erosion and sedimentation,
i.e. preventing bank destabilization and minimizing impacts to the environment. Stream
and wetland mitigation requirements are summarized in Tables 6 and 7.
8

Table 6. Stream Mitigation Summa
Site
No. Mitigation
Ratio . Total Impacts
ft Mitigation Required
2:1 163
3 1:1 42 326

4 2:1 133 **
1:1 36 266
Totals: 374 592
CULTURAL RESOURCES
The North Carolina Department of Cultural Resources, State Historic Preservation Office
(SHPO) conducted a review of the project and determined that two properties (Yadkin
Road Mazker #1 and Yadkin Road Marker #2) aze eligible as objects for the National
Register of Historic Places under Criterion A, because they illustrate the national trend,
centered on the sesquicentennial celebrations of 1923 to commemorate places of historical
interest (letter dated Mazch 28, 2000). SHPO concurred that the proposed project will
have no effect on either mazker and on April 20, 2000 signed a concurrence form to this
effect (Appendix A20 in EA).
FEMA COMPLIANCE
There are no streams with FEMA designated flood zones for the proposed project.
UTILITY IMPACTS
No jurisdictional impacts will result from the removal or relocation of utilities.
INDIRECT AND CUMULATIVE EFFECTS
HNTB North Carolina, P.C. was requested by the North Carolina Department of
Transportation (NCDOT) to review available information related to the TIP R-2812
Transportation Improvement Project (TIP) in Moore County. Other than a grassed
median, which will limit the amount of left turns that can be made from NC 211, the
proposed four-lane road on existing location will have uncontrolled access. The total
length of the project will be approximately 8 miles. The purpose of this review was to
9
"~:xceetls total m~hganon requvetl by NCUW(1 for stream ]mpacts exceeding 150 linear feet.

median-whiol~-will.limii.the.amounx of-leftwti~rn tha~^ean• e-m e.from-N - ~F1-=th~'i
-pxepesed~fatifi'~lane roa on exisfing 1"ocation`will'have'uncontrolled-access: T~hE-total
length-ef~he_projec~wa.4l-be-a$prax-irnate4y-8-rr~iles:-The-purpose-„`•'-:-_... ... «..
provide information requested by the North Cazolina Department of Environment and
Natural Resources (DENR), Division of Water Quality (DWQ) relative to a Section 401
water quality certification application by NCDOT for the TIP R-2812 project. DWQ
requested information related to any downstream water quality impacts that might occur
due to indirect and cumulative effects of the project. The review consisted of a two step
process:
• Estimate the land use changes that might occur as a result of constructing TIP R-2812
• Calculate any change in surface water flow in the potentially impacted watershed area
that would result from induced land use changes
Key Conclusions of the Analysis Are:
1. Without construction of TIP R-2812 (Scenazio 1 - "No Build"), a total of 3,480
households and 2,644 jobs are forecasted to be added to the Impact Area between 2000
and 2020, which represents a forecasted increase of 26% of households and 20% of jobs.
2. The Nicks Creek and Little River Water Supply Watersheds (both of which aze WS-III)
limit development to two dwelling units per acre or 24% built-upon area for the low
density option. Built-upon area can increase to 50% for the high density option, which
requires developers to control for the 1" storm. In addition, 10% of the watersheds can be
built at a 70% impervious surface coverage without stormwater control if the remaining
90% of the watersheds are developed under the low density requirements (10/70
Provision).
The Drowning Creek Water Supply Watershed (WS-II) is slightly more stringent. Only
one dwelling unit per acre is permitted or 12% built-upon area for the low density option.
Built-upon area can increase to 30% for the high density option. Similar to the other
watersheds, the 10/70 Provision is allowed in this watershed. All of these requirements
are for the non-critical areas of the watersheds, which encompass about 95% of the entire
area.
3. There are no 303(d) water bodies located within the Impact Area of TIP R-2812.
4. Two "Build" scenarios were identified: a "Probable-Case" and a "Worst-Case". The
"Probable-Case" (Scenario 2) forecasted an additional 523 households and 397 jobs over
the "No-Build" Scenario within the Impact Area between 2000 and 2020 as a result of TIP
R-2812. The "Worst-Case" (Scenazio 3) forecasted an additional 871 households and 661
jobs over the "No-Build" Scenario within the Impact Area between 2000 and 2020 as a
result of TIP R-2812.
5. The hydrological analysis in the Appendix indicates that widening NC 211 from West
End to the traffic circle in Pinehurst would have minimal effects on the peak discharge
rates and runoff volumes within the affected watershed basins.
]0

WILD AND SCENIC RIVERS
This project will not impact any designated Wild and Scenic Rivers or any rivers included
in the list of study rivers (Public Law 90-542, as amended) or North Cazolina Natural and
Scenic Rivers.
ESSENTIAL FISH HABITAT
The project will not impact any essential fish habitat afforded protection under the
Magnuson-Stevens Act of 1996 (16 U.S.C 1801 et seq.).
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit
as required for the above-described activities For the proposed TIP project R-2812. We are
also hereby requesting a Section 401 Water Quality Certification from the Division of
Water Quality. In compliance with Section 143-215.3D(e) of the NCAC, we will provide
$570 to act as payment for processing the Section 401 permit. We are providing five
copies of this application to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their review and approval.
A copy of this application will be posted on the NCDOT website at
httpi//www.ncdot.org/doh/preconstruct/pe/permits.html. Thank you for your time and
assistance with this project. Please contact Erica McLamb at emclamb(a~ncdot.eov or
[phone] if you have any questions or need additional information.
Sincere ~
> ~
\~ Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
cc:
w/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Jennifer Derby, USEPA
w/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Mazk Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Dewayne Sykes, P.E., Utilities
Mr. Tim Johnson, P.E., Division 8 Engineer
Mr. Art King, Division 8 Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design

Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Elmo Vance, PDEA
Mr. Scott McLendon, USACE
Ms. Beth Harmon, EEP
Mr. Phillip Ayscue, NCDOT External Audit Branch
Mr. Drew Joyner, PE, Human Environment
Mr. Clarence W. Coleman, P.E., FHWA
12

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL N0.0710-0003
(33 CFR 325) EXPIRES: 31 Au ust 2012
Public reporting burden for this collection of infonnatiort is estimated to average 11 hours per response, indutling the time for reviewing instructiorvs, searching
existing data sources, gathering and maintaining Ne tlata 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 Departrnenl of Defense, Washington
Headquarters, Exeative Services and Commurtirations Directorate, Information Management Division and [o the Offico of Management and Budget,
Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any
penalty for failing to comply with a cdlection of infomlation rf it does not display a currently valid OMB corrtrd number. Please DO NOT RE"fURN~ your form to
either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the bcation of the proposetl activity.
PRNACY ACT STATEMFM
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protetliort, Research, end SancWaries
Act, Sedron 103, 33 USC 1413; Regulatory Program of the Corps of Fsgineers; Fnal Rule 33 CFR 320-332. Prindpal Purpose: Information provided on this
form will be used in evaluating the applicaton for a permit Routine Uses: Thrs Informatiorl maybe shared with the Departrrlent of Justice end otter federal,
state, end local government agendas, end the public and may ~ made available as part of a public notice as required by Federal law. Subrtrission of
requested infomtation is voluntary, However, if information is not provided the permit application cannot be evaluated nor ®n a permit be issued. One set of
odginal dmwings w good reproducible copies which show the bcation and character of the proposed activity must be attached to this application (see sample
drawings and insbuctions) and be submitted fo the Distdct Fsgineer having jurisdiction over the lo®tien of the proposed activity. An applimtion that is Trot
completed in full will be reNmed. ,
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME: B. AUTHORIZED AGENTS NAME AND TITLE (an agent k rrot required)
Frst- Middle- Last- Frst- Middle- Last-
~panv- «~* o company-
E-mail Address - E-mail Address -
6- APPLICANT'S ADDRESS. 9. AGENTS ADDRESS
Address - 1598 Mail Service Center Address -
Clty- naleiph State- NC ZIP- 2!8931599 COUntiy- USA Ciry- State- Zlp- Country-
7. APPLICANTS PHONE NOs. W/AREA CODE 10_ AGENTS PHONE NOs. W/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c Fax
919-031-1595
STATEMENT OF AUTHORIZATION
71. I hereby authorize, to act in rtry behatt as rtry agent in the processing of this application and to (urttish, upon request,
supplemental infomtation in support of the permit appliration.
APPLICANTS SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12 PROJECT NAME OR TITLE (sea intrvdwrs)
R-2812 (Widening of NC 211 from north of NC 73 in West End to east of SR 1208 (traffic circle) in Pinehurst, NC.
13. NAME OF WATERBODY, IF KNOWN <rt arpkrade) 14. PROJECT STREET ADDRESS (n applirade)
keY FaF C,xk
ur m.my Fux caw`. w eio.a e~x c~.a
Adtlress
15. LOCATION OF PROJECT
Ladtude: °N as_mrs
Longdude: °W )9.9A Ciry- State- Lp-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see irrstruairnrs)
State Taz Parcel lD Municipality ~°~.n p
Section- Township- Rarge-
17. DIRECTIONS TO THE SITE
ENG FORM 4345, SEPT 2009 EmnoN of oc7 20m4 is oesotE7E lkoporlenr. cECw-0R

18. Nature o(Activiry (oescflppem a agttt muse an reauaes7
Widening of NC 211 to a four laved divided facility with 23 foot grassed median.
19. RojeU Purpose (oesrnCe use seism aoupos¢an,e w4a0. see iaauclions)
The purpose of this project is to improve the level of safety along NC 211 and to improve the traffic carrying
capacity of the roadway in order to meet the needs of existing and anticipated development in the project area.
USE BLOCKS 20-23 IF DREDGED ANDlOR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s)for Discharge
Construction of roadway and extension and or replacement of pipes and culverts.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type
Amount in Cubic Yards Amoum in Cubic Yards Amount m Cubic Yards
Please see attached permit drawings.
22. Sudace Area in Acres of Wetlands or Other Wafers Filled tree msWaims)
Aces 190 acres of impacts to riparian wetlands (1.90 acre of permanent impacts and c0.01 sore of tam
Or porary impacts)
Liner Feet 368 linear feet of jurisdictional streams (374 linear feet o£ permanent impacts, 14 linear feet of tam ra
po ry impacts)
23. Desoripfion of Avadance, Minim¢ation, and Compensation Ilea irstrucuws) .
Please see cover letter
24. Is Arry Portion o(tlre Work Already Complete? Yes j] No,Q IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Atljoinirg Property Owners, Lessees, Etc, Wtrose Property Adjoins the Waterbody Iu mgre mm rn pa errtereu vane, pease anacn a swgermnai
hn.
Addres- Please see attached list in the permit drawing package.
~' - State -
ZP-
26. Lac of Other CerRfirations or Appmvals/Denials Received from other Federal, Slate, or Local A ncies for Work Descdbed in TNs
AGENCY TYPE APPROVAL' IDEMIFICATION NUMBER DATE APPDED DATE APPROVEI Dice DATE DENIED
Would include trot s not restricted to zoning, building, and flood plain permits
27. Applicatiorr is hereby matle for a permit a permits to aultrorize the work described in this application. I certify that the infomwtion in this application k
complete and acw e. I fu er certify that I possess the authority to undertake the work described herein or am acting as the duly auttwdzed agent of the
applicant.
SIG ATU OF APPLICANT DATE SIGNATURE OF AGENT DA1E
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be sgned by a tluly authorized agent if the
statertlent in block 11 has been filled out and signed.
18 U.S_C. Section 1001 provides that: Whoever, in any manner within the jurisdction of any departrrrent or agency of Ne United States knowingly and willfully
fares, mnceels, or covers up any trick, scheme a disguises a material fad or makes any fake, fictifious or fraudulent statements a mpresentations or
makes or uses any false writing or document knowing same to contain arty false, fictitious a freutlulent statements or entry, shall be fined rwt more than
$10,000 or imprisoned not more than five years or both.
ENG FORM 4345, SEPT 2009

P. E"' `T~ United States Department of the Interior
o~'P gym
v_ FISH AND WILDLIFE SERVICE
Raleigh Field Office
M e+ Post Office Box 33726
,Ae" 3 ~0 Raleigh, North Carolina 27636-3726
February 8, 2011
Gregory J. Thorpe, Ph.D.
North Cazolina Department of Transportation
Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Deaz Dr. Thorpe:
This letter is in response to your letter of February 1, 2011 which provided the U.S. Fish and
Wildlife Service (Service) with the biological determination of the North Cazolina Department of
Transportation that the widening of NC 211 from West End to Pinehurst in Moore County (TIP
No. R-2812) may affect, but is not likely to adversely affect the federally endangered red-
cockaded woodpecker (RCW, Picoides borealis). These comments aze provided in accordance
with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-
1543).
The Service previously provided Section 7 concurrence in letters dated February 25, 2004;
August 25, 2004; and October 8, 2009. Since our last concurrence, the project alignment has
changed slightly. This alignment shift has reduced the amount of pine basal area and pine
acreage removed from the MOOR 35 RCW foraging partition. The alignment shift did not affect
any other active foraging partition. However, also since the October 8, 2009 concurrence, other
non-NCDOT projects have occurred and removed additional pine acreage and basal azea within
both MOOR 35 and SOPI 50, thus reducing the overall pre-project foraging habitat within the
partitions. Regardless, both RCW clusters will still meet the Standard for Managed Stability
guidelines post-project when both suitable and potentially suitable habitat are counted. No active
RCW cavity trees will be removed.
Based on the information provided and other available information, the Service concurs with
your determination that the project may affect, but is not likely to adversely affect the RCW. We
believe that the requirements of Section 7(a)(2) of the ESA have been satisfied. 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 in this review; (2) this action is subsequently modified in a
manner that was not considered in this review; or (3) a new species is listed or critical habitat
determined that maybe affected by this identified action.

The Service appreciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
~~
~= Pete Benjamin
Field Supervisor
cc: Ronnie Smith, USACE, Wilmington, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
John Sullivan, FHWA, Raleigh, NC
David Hams, NCDOT, Raleigh, NC

r~
~~°~ement
PROGRAM
February 8, 2011
Mr. Gregory J. Thorpe, Ph.D.
Manager, Project Development and Environmental Analysis Branch
North Carolina Departrnent of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Deaz Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
s„Q y/y~~lt
H 1 ~'
Q~ ,tk/~~ z,~
c/~ ~
~ttP,,G--
R-2812, NC 2l 1 from NC 73 in West End to the Traffic Circle in Pinehurst, Moore
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
steeam and riparian wetland mitigation for the subject project. Based on the information supplied by you on January
27, 2011, the impacts are located m CU 03030004 of the Cape Fear River Basin in the Southern Piedmont (SP) Eco-
Region, and are as follows:
Cape Fear Stream Wetlands Buffer (Sq. FL)
03030004
Sp
Cold
Cool
Warm
Riparian Non-
Riparian Coastal
Marsh Zone 1
(a[3:1) Zone 2
(a[L5:1)
Impacts (feet/acres) 0 0 296 1.90 0 0 0 0
MiligaGon Units (a[ 2:1) 0 0 592 2.78 0 0 0 0
Mitigation Units (a[ la) 0 0 0 0.51 0 0 0 0
Mitigation Units (TOTAL) 0 0 592 319 0 0 0 0
EEP commits to implementing sufficient stream and riparian wetland mitigation credits to offset the
impacts associated with this project in accordance with [he N.C. Department of Environment and Natural Resources'
Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance
letter will be required from EEP.
1929.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
Sincerely,
t am D. Gilmore, P.E.
EEP Director
cc: Mr. Ronnie Smith, USACE-Wilmington Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: R-2812
Restovuc9... F~ha~u,i~c9... Pvotectit~ Octiv State
t!~ ~~
ern
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Subject: Minutes from the Interagency 4C Hydraulic Design/Permit Drawings
Review Meeting on Febmary 25, 2009 for R-2812 in Moore County
Team Members:
(absent)
(absent)
(absent)
(absent)
(present)
(present)
(absent)
(absent)
(present)
(absent)
(present)
(present)
Richard Spencer-USAGE
Gary Jordan-USFWS
Travis Wilson-NCWRC
Polly Lespinasse-NCDWQ
Kathy Matthews-EPA
Felix Davila-FHWA
David Harris-REU
Jimmy Goodnight-Roadway
John Frye- Structures
Elmo Vance-PDEA
Rachelle Beauregazd- NEU
John Olinger-Division 8
Participants:
Marshall Clawson, NCDOT Hydraulics
Bill Zerman, NCDOT Hydraulics
Mazk Staley, NCDOT REU
Erin McLamb, NCDOT NEU
Marisa Rodman, NCDOT NEU
Brian Wrenn-NCDWQ
Jonathan Henderson, HDR
James Rice, HDR
Wyatt Yelverton, HDR
Vickie Miller, HDR
General Introduction was iniatated by Mazshall Clawson. Introductions were made by all
in attendance. Jonathan Henderson started the review by leading into each permit impact
site (4 total). Only plan sheets with permit impact sites were reviewed.
Site 1 (Sheet 211:
Culvert extension and roadway widening to the north and south sides. The pond will be
temporarily drained for construction and TDE provided. The TS will be removed from
the drawings. Flow of the stream will be maintained during conswction.
Riprap at the culvert outlet is not needed due to the 0.5% slope and water will be backed
up in the culvert.
NEU clarified that there is no stream on the inlet side; this is a wetland per NEU
conversations with Richard Spencer.
Concerns about the extra costs of larger pipe, pipe length, more excavation, soil material,
etc. were discussed due to burying the pipe 2 feet on the outlet side of this site especially
if the pipe is actually going to be backed up from the pond. This depth of pipe was [o tie
the new pipe to the existing pond bottom elevation.
Site 2 (Sheet 231:
The pond will be breached and drained for constmction. Wetlands are adjacent to the
pond.

NEU will have Richard Spencer review the additional wetlands at this site for additional
impacts. As a follow up to the meeting, the additional mapped wetlands are below the
embankment and are not impacted by the project. No additional impact is calculated at
this site.
NEU stated that they are looking into the potential for mitigation at this site.
Site 3 (Sheets 23/24):
Proposed culvert extension to the north side and there will be no impacts on south side.
There are a number of utilities at this location and reason for roadway widening and
culvert extension to one side.
Due to a hatching angle issue, it appears that the channel impacts may not have been
calculated. This will be verified.
If there is rip rap on the channel banks for stabilization, this should be noted at the bottom
of the Impact Summary Sheets.
Site 4 (Sheet 28):
The existing 48" CSP will be replaced with a new 60" pipe that will be bored and jacked
under the existing roadway. A junction box was added to assist in decreasing the velocity
of flow. The drainage at this site will be maintained through the existing pipe during the
bore and jack.
Flip the bore and jack detail and label bore and jack on the plan sheets.
If there is rip rap on the channel banks for stabilization, this should be noted at the bottom
of the Impact Summary Sheets.
General comments ended.
Meeting Adjourned

Subject: Minutes from the Interagency 4B Hydraulic Design Review Meeting on
March 12, 2008 for R-2812 in Moore County
Team Members:
(not present)
(present)
(not present)
(present)
(not present)
(present)
present)
(present)
Richard Spencer-USAGE
Gary Jordan-USFWS
Travis Wilson-NCWRC
Polly Lespinasse-NCDWQ
Chris Militscher-EPA
Kathy Matthews-EPA
Felix Davila-FHWA
Elmo Vance-PDEA
Participants:
Marshall Clawson, NCDOT Hydraulics
John Olinger, NCDOT DIV 8
Tim Goins, NCDOT Roadway Design
Dean Noland, NCDOT Roadway Design
James Rice, HDR
Wyatt Yelverton, HDR
Vickie Miller, HDR
Jonathan Henderson, HDR
David Hams-REU
Jimmy Goodnight-Roadway
Roy Girolami-Structures
Rachelle Beaureeazd-NEU
General Introduction was iniatated by Mazshall Clawson. Introductions were made by all
in attendance. Jonathan Henderson started the review by describing the project limits and
typical sections. Only plan sheets with permit impact sites were reviewed.
Sheet 4-16:
No wetlands or jurisdictional streams.
Sheet 17:
Polly Lespinasse asked about streams at stations 186+00 and 195+00. Rachelle
responded that they were notjurisdictional.
Sheet 18-20:
No wetlands or jurisdictional streams.
Sheet 21:
Wetland and pond at station 245+00. Culvert extension and roadway widening to the
North side, into pond. Pond will be drained for construction and TDE provided. Existing
6'X6' RCBC was extended south with a 72" CSP. John Olinger stated that pipe
extension is rusted and in poor condition and should be replaced.
2:1 slopes with guardrail.
Pipe systems outlet onto rip-rap pads away from wetland limits.

Rachelle Beauregazd stated that there is no stream inside the wetland as shown on the
plans, only a wetland at this site.
Sheet 22:
No wetlands or jurisdictional streams.
Sheet 23:
Wetland and pond at station 270+00. Wetland on south side will not be impacted by the
project. Pond will be drained for construction and TDE provided. No proposed drainage
outlet at this site.
2:1 slopes with guazdrail.
Potentially more wetlands azound pond to be drained. NEU will investigate for impacts
related to draining pond.
Question was asked about wetland connectivity. Wetlands aze not connected across
existing roadway. Pond could potentially be spring fed.
Sheet 24:
Wetland and jurisdictional stream at station 279+00. Proposed culvert extension and
roadway widening to north side. Existing 10'X6' RCBC extended south with bottomless
117"X79" CM azch. John Olinger stated that this azch was in good condition and does
not need to be replaced, no impacts on south side.
2:1 slopes with guardrail.
Pipe systems outlet onto rip-rap pads away from wetland limits.
Sheet 25-27:
No wetlands or jurisdictional streams.
Sheet 28:
Wetland andjurisdictional stream at station 340+50. Existing 48" CSP in poor condition.
New pipe will be bored and jacked to line up with the stream at the construction limits.
Existing pond upstream from crossing.

John Olinger stated that the shoulder is failing above the existing CSP pipe and the pipe
is in poor condition.
2:1 slopes with guardrail.
Sheet 29-30:
No wetlands or jurisdictional streams.
Sheet 31:
Rachelle Beauregazd questioned jurisdiction of stream at station 384+50. HDR provided
pictures of azea which did not appear jurisdictional. Roadway improvements do not
impact 24" crossing on -Y16- so area will not be rechecked.
Sheet 32-33:
No wetlands or jurisdictional streams.
General comments ended.
Meeting Adjourned

STORMWATER MANAGEMENT PLAN
Project: 34504.1.1
TIP No. R-2812
Moore County
James Rice, P.E. (HDR Engineering),
Marshal Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
5/1/2009
R-2812 consists of widening NC 211 from NC 73 in West End to the traffic circle
In Pinehurst. Two different typical-sections aze included for this widening project. The
first section, from the beginning of the project continuing approximately 2.5 miles
consists of an open shoulder section with a raised median. The second section continues
approximately 5 miles from this point to the end of the project, it is a curb and gutter
section with the same raised median. The project impacts three jurisdictional streams,
Unnamed Tributazy to Joe's Fork, Joe's Fork and Boazd Branch. Table 1 lists these
streams and the proposed crossing structures. The project drainage system consists of
cross pipes, grated inlets with associated pipe systems, tail ditches, and lateral storm
water ditches.
Table 1. List of Stream Crossings in Project R-2812
Site # Drainage
Station Stream Name proposed Stmcture
azea
Extend U/S w/ 6x7 and
1 -L- 245+OS UT to Joe's Fork 0.5 Sq Mi D/S w/ 6x8 RCBC buried
1' and 2' res ec[ivel
2 -L- 278+75 Joe's Fork 1.2 Sq Mi Replace Exist w/ 10x7
'
RCBC buried 1
3 -L- 340+60 Board Branch 368 Ac 60" RCP
ENVIRONMENTAL DESCRIPTION
The project is located within the Cape Fear River Basin. The primazy receiving
waters aze Joe's Fork to Nicks Creek. The NCDWQ surface water classification is WS-
III.
There are four wetland sites that will be impacted by the proposed project. These
wetland sites are located around the previously mentioned streams plus one adjacent to a
pond at Station 270+00. Wetland impacts have been reduced to a minimum by keeping
roadway fill slopes at 2:1 at these locations.

BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation
of the states surface waters by the location, construction and operation of the highway
system. The BMPs are activities, practices and procedures taken to prevent or reduce
stormwater pollution. The BMPs and measures that will be used on this project to reduce
stormwater impacts are preformed scour holes and the submergence of culverts below
stream beds, grass swales and other methods to diffuse flow.
PREFORMED SCOUR HOLES
Preformed scour holes have been utilized at various locations in this project to
diffuse velocities from storm systems that drain into the wetlands or the jurisdictional
streams. Where topography or dischazge would not allow the use of preformed scour
holes the velocities where checked for the two yeaz storm to ensure non-erosive velocities
leaving the pipe outlet protection. These outlets were also located as far away from
jurisdictional features as possible.
CULVERT SUBMERGENCE
The culverts shown in Table 1, along with all cross pipes in the proposed project
will be buried 1-foot below the stream bed or natural ground at the crossings to maintain
the normal stream flow and channel chazacteristics. The culvert outlet at the Unnamed
Tributazy to Joe's Fork discharges directly into a pond that will be maintained after
construction. The Tributazy to Joe's Fork outlet will be submerged approximately four
feet from the normal water surface elevation.
GRASS SWALES
All ditches were designed to be stable and control velocities. At azeas near
jurisdictional features velocities where checked to ensure they were non-erosive and the
outlet would not negatively impact the feature. Some additional measures taken to
provide non-erosive velocities included flattening ditch slopes and providing a wider base
at the outlet of the ditch. An example of these efforts can be seen at Site 3, where a ditch
outlets outside the wetlands upstream of the culvert that conveys Joe's Fork.

NORTH CAROLINA
0
Z D
~~
MOORE
COUNTY e
_ ,. ~-~>
BEGIN ~ ~~~ ~ ~~ ~~~~._-~~~° -~ '~ ,
PROJECT ~ i; ~ ~ ,, i ~J''_
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~~j ~~ ~`"`~ 'ass X'J:~~~`~'1~ o END
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~-: ~ ,..' ~ u*
• ~ i ~v ~~ ~pJ :~~ ~:~-~ ~rY.~.5 z •~ .:~ sat /~
o ~\ ~ ~~[ _.r- fir-. ~ ~
rq ~ '~~2 ~ {) '-~ y )~ -' _~ ~, VILLAGE OF ~ , ~
I^ ~ \ / :~/ ! ~~"_. PINEHURST _ \ ~"'s
z
A A~~~A ~T~~ DIVISION OF HIGHWAYS
\\U~/ A~~` ~IIL MOORE COUNTY
PROJECT: 34504.1.1 (R-2812)
~~~~
SHEET ~ OF ~\ 11./04110

1C"~®1["JLellp ll lly ®~~1`Y ll:ell4~
NAMES AND ADDRESSES ,
PARCEL NO. NAMES ADDRESSES SITE NO.
1106 EDGEWOOD DR
Ol ESTELLE BRADSHAW 1
CHARLESTON, W V 25302
302 GOLDEN GROVE CR
O
2 RICHARD HAMOR 1
PIEDMONT, SC 29673
P.D. BOX 338

3
BAPTIST CHILDRENS HOME 2
THOMASVILLE,NC 27361
1700 CARTHAGE ST
O PHILIP BROWN
SANFORD, NC 27330 3
RR2 NORTH MAIN 4
O NANCY J. SMITH TIMRO ANTRIM,NH 03440
202 COUNTRY CLUB DR
6 BEN SAY 4
MELBOURN, FL 32940
P.O BOX 985
O MICHAEL T ROBINSON 4
7 PINEHURST,NC 28370
PO BOX 5589
~g VILLAGE OF PINEHURST 4
pINEHURST,NC 28374

DIVISION OF HIGHWAYS
MOORE COUNTY
PROJECT: 34504.1.1 (R-2812)
2
3~
SHEET
OF
09/14/10

r~
April 26; 2011
Mr. Gregory J. Thorpe, Ph.D.
Manager, Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
R-2812, NC 21 l from NC 73 in West End to the Traffic Circle in Pinehurst, Moore
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
stream and riparian wetland mitigation for the subject project. Based on the information supplied by you on April
25, 2011, the impacts are located in CU 03030004 of the Cape Fear River Basin in the Southern Piedmont (SP) Eco-
Region, and are as follows:
Cape Fear ~ Stream ~ Wetlands Buffer (Sq. Ft.)
03030004
8p
Cold
Cool
Warm
Riparian Non-
Riparian Coastal
Marsh Zone 1
(at 3:1) Zone 2
(at 1.5:1)
TOTAL [mpactr (feeUacru) 0 0 296 1.90 0 0 0 0
Impacts at 2:1 0 0 296 1.82 0 0 0 0
Impacts at l:l 0 0 0 0.08 0 0 0 0
Mitigation Units (TOTAL) 0 0 592 3.72 0 0 0 0
This mitigation acceptance letter replaces the mitigation acceptance letter issued on February 8,
2011. EEP commits to implementing sufficient stream and ripazian wetland mitigation credits to offset the impacts
associated with this project in accordance with the N.C. Department of Enduonment and Natural Resources'
Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 20] 0. If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance
letter will lie required from EEP.
1929.
[f you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
S(i~'n'cj~er~~elt~yV,u~R n
Willhdt D. Gilmore P.E. ~}'V`1(J`~tl./
EEP Director
cc: Mr. Ronnie Smith, USACE -Wilmington Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: R-2812 Revised
Rtstori,~c9... E~tha~,ciyc9... Pvotectuc~ Ocrv Stag
ern
ENR
NoRh Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476/www.nceep.net

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