20120240 Ver 1_Application_20120802

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STATE OF NORTH CAROLINA44 A NR Wq e
DEPARTMENT OF TRANSPORTATIOI�Z��. "y
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BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
July 27 2012
(Original Submittal Dated March 6 2012)
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington North Carolina 28403
ATTN Mr Brad Shaver
NCDOT Coordinator
Dear Sir
Subject Revised Application for Individual Section 404 and Section 401 Water Quality
Certification for the proposed improvements to NC 24 from 2 8 miles east of I -95 to I
40 in Cumberland Sampson and Duplin Counties Federal Aid Project No STPNHF
F 8 2(17) TIP No R -2303 Debit $570 00 from WBS 34416 1 1
This revised application is being submitted to replace the original application dated March 6
2012 Revisions were due to corrections design changes and clarifications requested by
regulatory agencies
The North Carolina Department of Transportation ( NCDOT) Division of Highways in
consultation with the Federal Highway Administration (FHWA) proposes to improve NC 24
from 2 8 miles east of 195 to 140 from a two lane to a four lane divided facility for a total
distance of 41 8 miles Section A for which we are proposing a final design begins 2 8 miles
east of 195 (west of SR 1006) and ends at SR 1853 (John Nunnery Rd )
The purpose of this letter is to request approval for a Section 404 Individual Permit and a Section
401 Water Quality Certification for R 2303 based on final design impacts for Section A and
preliminary design for Sections B through F In addition to the cover letter this application
package includes the following for R 2303 revised permit drawings half size roadway plans
revised Mitigation Plan for NC Highway 24 Improvements and revised NC Ecosystem
Enhancement Program (EEP) Acceptance Letters
10 Purpose and Need
The purpose and need for this project as identified in the Final Environmental Impact Statement
(FEIS) is to provide an efficient link between two mayor interstate highways (I 95 and 1 40)
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 27610 4328
RALEIGH NC 27699 1598

increase capacity improve traffic operations and improve safety of travel within and through the
NC 24 study area corridor
20 Project Description
The proposed action involves a combination of widening new location segments and other
improvements to the existing NC 24 roadway from 2 8 miles east of 195 to 140 to create a four
lane divided facility There will be bypasses and /or other alternate routings around Stedman
Autryville and Roseboro Widening portions will have partial control of access while new
location segments will have limited control of access R 2303 has been divided into six Sections
A through F This permit application will cover the entire project but only provides final design
and impacts for the A Section
30 Summary of Impacts
Waters of the U S Proposed impacts to jurisdictional areas total 57 27 acres of permanent
wetland impacts 0 12 acre of temporary wetland impacts 10 845 linear feet (If) of permanent
stream impacts and 967 if of temporary stream impacts See Table 1 for the permanent and
temporary impact summary for all sections
Table 1 Summary of Wetland and Stream Impacts for R -2303
Section
Permanent Wetland
ac
Temporary Wetland
ac
Permanent
Stream if
Temporary
Stream if
Riparian
Non-
rip arian
Riparian
Non-
riparian
A
246
522
0
0
572 **
27
B*
5 13
057
Oil
001
296
113
C*
1092
121
0
0
2 990
301
D*
754
084
0
0
1 792
77
E*
142
016
0
0
1336
155
F*
1962
2 18
0
0
3 859
294
Total
4709
1018
Oil
001
10,845
967
*Impacts are based on prelnnmary design therefore these sections are expected to decrease after final design
* *Includes 41 if of bank stabilization
40 Summary of Mitigation
The proposed construction of R 2303 will permanently impact 47 09 acres of riparian and 10 18
acres of non riparian wetlands that will require mitigation The unavoidable impacts to 12 77
acres of jurisdictional wetlands will be offset by onsite riparian wetland mitigation and NCDOT
Umbrella Mitigation Banking Instrument (UMBI) site Privateer Farm The remaining
unavoidable impacts to 34 32 acres of jurisdictional riparian wetlands and 10 18 acres of non-
riparian wetlands will be offset by compensatory mitigation provided by the EEP In addition
the unavoidable impacts to 1 196 if of jurisdictional streams will be offset by onsrte mitigation
and stream relocation (902 if and 294 if respectively) The remaining mitigation for 9 649 if of
permanent stream impacts will be provided by the EEP
P

Tnhle 2 Cnmmary of Oncite Rmarian Wetland Mitigation for R -2303
*Credits proposed to be used within the same section as the mitigation
TahlP 'i Cnmmary of Cinuto Ctream Mitiantion for R -2303
Section
Riparian Wetland Mitigation ac Ratio
Total Credits
Section
Restoration (1 1)
Enhancement
51
Preservation
101
Proposed (ac)*
R 2303B (Site 1)
1 84
1 08
002
513
R 2303B (Site 2)
2 19
0
0
550
R 2303C (Site 1)
25
0
0
25
R 2303D (Site 1)
1 55
026
0
268
R 2303D (Site 2)
087
0
0
*Credits proposed to be used within the same section as the mitigation
TahlP 'i Cnmmary of Cinuto Ctream Mitiantion for R -2303
Section
Stream Mitigation 1 (Ratio
Total Credits
Proposed (If)*
Restoration 1 1
Preservation 10 1
NSD **
R 2303A (Site 8)
0
0
0
0 * **
R 2303B (Site 1)
284
123
0
296
R 2303C (Site 1)
550
0
0
550
R 2303D (Site 22)
0
0
56
56
* Credits proposed to be used within the same section as the mitigation
** Natural Stream Design
* ** There will be 294 if of stream relocation at this site which is proposed to offset a portion of compensatory
mitigation needed for impacts at Site 8
50 Project Schedule
Currently, R 2303A has a review date of August 28 2012 and is scheduled to let October 16
2012 Let dates of the remaining sections are provided in Table 4 below
TahlP d R -1162 RPmaininv CPetinne
Section
Letting Type
Let Date
• 2303B
Traditional
June 18 2013
• 2303C
Traditional
June 18, 2013
• 2303D
Traditional
June 18 2013
• 2303E
Design Build
October 1 2015
R 2303F
Design Build
October 1, 2015
60 NEPA Document Status
The FHWA and NCDOT completed the first Draft Environmental Impact Statement (DEIS) in
June 1994 in compliance with the NEPA guidelines of that time A second DEIS was needed
due to the changing environmental regulations and the time since the previous DEIS, and was
completed in May 2006 The DEIS was approved and circulated to federal, state and local
agencies A Final Environmental Impact Statement (FEIS) was completed in March 2010 A
Record of Decision (ROD) was completed in September 2010 Copies of the project documents
have been provided to regulatory review agencies involved in the approval process Additional
copies will be provided upon request
3

Sections A through D have gone through Concurrence Point (CP) 4C of the merger process
while sections E and F have been through 4A (December 13 2007) and are in the Design Build
process R 2303A completed CP 4B in June 13 2007 and CP 4C in March 17 2011 R 2303B
and C completed CP 4B in February 25 2009 and CP 4C in December 8 2011 R 2303D
completed CP 413 in December 16 2009 and CP 4C December 8 2011
61 Independent Utility
R 2303 is in compliance with 23 CFR Part 771 111(f) which lists the FHWA characteristics of
the independent utility of a project The project meets the criteria for independent utility as
discussed below
• The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope
• The project is usable and a reasonable expenditure of funds even if no additional
transportation improvements are made in the area and
• The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements
70 Resource Status
The project is located in the Cape Fear River Basin and lies within Hydrologic Unit 03030006
(Subbasms 03 -06 18/03 06 19) This is within the Southern Inner Coastal Plain eco region The
project crosses South River Big Swamp Little Coharie Creek Bearskin Swamp Great Coharie
Creek Six Runs Creek and their tributaries
71 Wetland Delineations
A wetland identification and preliminary assessment analysis for the study area was performed
and summarized in the 2004 Natural Resources Technical Report (NRTR) The wetlands within
the study area were delineated based on the 1987 U S Army Corps of Engineers (USACE)
Wetland Delineation Manual and a preliminary design was prepared to avoid and minimize
wetlands to the maximum extent possible
Project study area wetlands for the western division and the northern alignment of the eastern
division were delineated between December 1999 and October 2000 The wetlands were flagged
in the field for future reference The jurisdictional delineation was reviewed and verified by the
USACE during separate visits These visits were on February 23 2000, July 26 27 2000 and
October 25 26 2000 The USACE assigned this jurisdictional determination Action ID No
199203237 and the Notification of Jurisdictional Determination was issued on October 1 2001
The Jurisdictional wetlands within the southern alignment of the eastern division were delineated
between April 2002 and February 2003 The wetlands were flagged in the field for future
reference These wetlands were reviewed and verified by the USACE on March 13 2003
Subsequently wetland delineations were updated August to November of 2011 for the entire
4

project This delineation was later field verified by Mr Brad Shaver of the USACE Wilmington
District and Mr Mason Herndon with the N C Division of Water Quality (NCDWQ) on
November 29 2011 and December 6 2011
Due to the proximity of the current let date of R 2303A we are requesting a Final Approved
Jurisdiction Dete rmmation (JD) for only R 2303A and a Preliminary JD for the remaining
sections We will likely request a Final Approved JD for the remaining sections when designs
are finalized and before construction commences on Sections B through F
72 Stream Delineations
Data collected for streams were derived from USGS topographic maps, the county soil survey
lidar and site reconnaissance Stream delineations were updated in 2011 along with the
wetlands for the whole project This delineation was later field verified by Mr Brad Shaver of
the USACE Wilmington District and Mr Mason Herndon with the N C Division of Water
Quality (NCDWQ) on November 29 2011 and December 6 2011
73 R -2303 Characterization of Jurisdictional Sites
7 31 Wetlands
Jurisdictional wetlands within the project study area are primarily palustrine in nature as defined
in Cowardin et al (1979) and as identified on National Wetland Inventory mapping Wetland
systems vary in vegetative composition depending on hydrological regime and site specific
disturbances Five Cowardm wetland types were identified within the project study area
palustrme emergent palustrme forested palustrme scrub shrub palustrme unconsolidated
bottom and nverine lower perennial Wetlands identified within the study corridors are shown
and described in the NRTR and the FEIS
7 3 2 Streams
The N C Division of Water Quality (DWQ) identifies two sub - basins in which the project study
area occurs Sub basin 03 06 18 includes the South River and Big Swamp and their tributaries
Sub basin 03 06 19 includes Little Coharie Creek, Bearskin Swamp Moccasin Branch Great
Coharie Creek, Six Runs Creek and Buckhall Creek along with their tributaries All streams
located within the project study area have a Best Usage Classification of C Sw
There are no waters within the project vicinity classified as High Quality Waters (HQW)
Neither Water Supplies (WS I undeveloped watersheds or WS II predominately undeveloped
watersheds) nor Outstanding Resource Waters (ORW) occur within 10 mile of the project study
area Streams within the R 2303 project area are not designated as North Carolina Natural or
Scenic Rivers or as National Wild and Scenic Rivers Additionally, these waters are not listed
on the Final 2010 303(d) list of impaired waters due to sedimentation or turbidity for the Cape
Fear River Basin
Z

74 Impacts to Jurisdictional Resources
Preliminary estimated impacts to jurisdictional areas within Sections B through F (as shown in
Table 1) are the result of minimization and avoidance measures and represent the maximum
possible impacts foreseen at this time Proposed changes will be coordinated with the relevant
review agencies in the form of permit modification requests Impacts to jurisdictional wetlands
and surface waters for R 2303A are summarized below in Tables 5 & 6 respectively
Table 5 R -2303A Wetland Impacts
Permit
Waterbody
Permanent
(ft)
Temporary
(ft)
Permanent
(ac)
Temporary
(ac)
Drawing Site
Map Label
pond
Permanent
Temporary
Mitigation
0
in FEIS
Type
Impacts
0
0
Number
0
No
4
Impacts (ac)
Required
2012
(2010)
0
(ac)
6
tributary
2
7
Non Rt anan
497
0
Yes
5
21
Non Riparian
007
0
Yes
8
31
Riparian
225
0
Yes
9
33 34 35
Riparian
021
0
Yes
10
36
Non Riparian
0 18
0
Yes
Total
768
0
Table 6 R -2303A Surface Water Impacts
Permit
Drawing
Site Number
Waterbody
Permanent
(ft)
Temporary
(ft)
Permanent
(ac)
Temporary
(ac)
Mitigation
Required
1
pond
0
0
027
0
No
3
ditch
0
0
<0 01
0
No
4
pond
0
0
018
0
No
6
tributary
0
0
002
0
No
7
pond
0
0
024
0
No
8
stream
572 **
27
007
<0 01
Yes*
9
tributary
0
0
<0 01
0
No
Total
572
27
079
0
* For permanent impacts
** Includes 41 if of bank stabilization mitigation required by the USACE exceeds the amount required by
NCDWQ (see Section 11 3)
Permanent Impacts Proposed permanent impacts for R 2303A include fill excavation and
mechanized clearing in wetlands This includes impacts to 2 46 acres of riparian wetlands and
5 22 acres of non riparian wetlands Proposed permanent impacts to streams are 572 linear feet
(0 07 acre) which includes two proposed pipes at Sandy Creek (site 8)
Temporary Impacts There are no proposed temporary impacts to wetlands for R 2303A
Proposed temporary fill in surface waters is 27 feet ( <0 01 acre)
re

Utility Impacts There will be no impacts to jurisdictional resources as a result of utility
relocations for R 2303A
80 Protected Species
The United States Fish and Wildlife Service (USFWS) list 8 federally protected species for
Cumberland Sampson and Duplin Counties as of the September 22 2010 listing (Table 7)
Table 7 Federally Protected Snecies in Cumberland. Sampson. and Dunkin Counties
Scientific Name
Common Name
County
Federal
Habitat
Biological
Status
Conclusion
Alligator mississippiensis
American alligator
C S D
T(S /A)
Yes
N/A
Picoides borealis
Red cockaded
C S D
E
Yes
No Effect
woodpecker
Mycteria americana
Wood stork
S
E
No
No Effect
Neonympha mitchelhi
Saint Francis' satyr
C
E
No
No Effect
francisci
butterfly
Schwalbea americana
American chaffseed
C
E
No
No Effect
Rhus michauxii
Michaux's sumac
C
E
No
No Effect
Lindera mellssifolia
Pondberry
C S
E
No
No Effect
Lysimachia
Rough leaved loosestrife
C
E
No
No Effect
as erulaefolia
Key C= Cumberland S= Sampson D= Duplm E= Endangered T(S /A) = Threatened (Similarity of Appearance)
A review of the North Carolina Natural Heritage Program (NCNHP) database updated October
2011 indicated one occurrence of a Red cockaded woodpecker nest site within one mile of the
project study area A record from 1979 documenting a RCW nest site in the Town of Autryville
(EO14156) No new information has been added by NHP regarding this historic element
occurrence since our February 2012 NHP search Nest tree surveys conducted in this area
revealed no cavity trees Since the FEIS the wood stork has been added to Sampson County
During recent fieldwork no nests or wood storks were observed A call of no effect was
determined after a phone conversation (2/16/2012) with Gary Jordan (USFWS) concerning the
lack of nests in Sampson County
81 Bald and Golden Eagle Protection Act (BGPA)
In the July 9 2007 Federal Register (72 37346 - 37372) the bald eagle was declared recovered
and removed (delisted) from the Federal List of Threatened and Endangered wildlife This
delistmg took effect August 8 2007 After delistmg, the Bald and Golden Eagle Protection Act
(Eagle Act) (16 U S C 668 668d) became the primary law protecting bald eagles Habitat for
the bald eagle is not present due to the lack of large water bodies in the study area
82 Moratoria
No in water construction moratoria have been recommended for R 2303
7

90 Cultural Resources
Historic Architecture
There were five individual properties identified that were either listed on the National Register of
Historic Places (NRHP) or eligible for inclusion in the Register In addition one historic district
was identified in Stedman that was also determined eligible for the NHRP The FEIS includes
correspondence from the North Carolina State Historic Preservation Office (HPO) concerning
the effects of the NC 24 project alternatives on each of these properties The Preferred
Alternative will have a Conditional No Adverse Effect on the Maxwell House with the
stipulation that widening is to the south and landscaping is implemented None of the other
architectural resources will be affected by the selected alternative
Archaeology
The following summarizes the archaeological resource investigation for the subject project
Detailed information concerning these investigations is on file at the North Carolina Department
of Transportation in the following reports
Botwick Brad F
2003 Archaeological Survey and Evaluation North Carolina 24 Clinton Bypass
Cumberland Duplm and Sampson Counties, North Carolina New South Associates
Stone Mountain Georgia
Potential impacts and recommendations for the three archaeological sites identified in the FEIS
as eligible for the National Register of Historic Places are shown in the FEIS Either one or two
of these sites would be affected by the detailed study alternatives The Preferred Alternative
would affect Sites 31SP331 and 31DP226 (as shown in the FEIS) but would not affect Site
31SP334 Site 31SP331 is in the D section and Site 31DP226 is in the F section of R 2303
Updates on these sites will be included in the permit modification requests for each of these
sections R 2303A will have no effect on archaeological resources
There have been no changes within the historic architectural and archaeological resources since
the completion of the FEIS
10 0 FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA state and local
floodway regulations
110 Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts and to provide full compensatory mitigation of all
remaining unavoidable jurisdictional impacts Avoidance measures were taken during the
planning and NEPA compliance stages minimization measures were incorporated as part of the
project design
8

III Avoidance and Minimization
All jurisdictional features were delineated field verified and surveyed within the corridor for R
2303 Using these surveyed features preliminary designs were adjusted to avoid and/or
minimize impacts to jurisdictional areas NCDOT employs many strategies to avoid and
minimize impacts to jurisdictional areas in all of its designs Many of these strategies have been
incorporated into BMP documents that have been reviewed and approved by the resource
agencies and which will be followed throughout construction All wetland areas not affected by
the project will be protected from unnecessary encroachment Individual avoidance and
minimization items are as follows
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters
• The project was designed to avoid or minimize disturbance to aquatic life movements
• NCDOT and its contractors will not excavate fill or perform land clearing activities within
Waters of the U S or any areas under the jurisdiction of the USACE except as authorized by
the USACE To ensure that all borrow and waste activities occur on high ground except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used
to borrow material or to dispose of dredged fill or waste material Documentation of the
location and characteristics of all borrow and disposal sites associated with the project will be
available to the USACE on request
• Preformed Scour Holes will be used where practicable
• Storm water will be treated using grass swales and an infiltration basin
• NCDOT will implement Best Management Practices for Bridge Demolition and Removal
• NCDOT will implement Best Management Practices for the Protection of Surface Waters
• Special Sediment Control Fence will be used were applicable
• Bridge lengths have been designed to avoid impacts to higher quality wetlands improve
hydrology and wildlife passage
• Perpendicular stream crossings will be used
• 3 1 side slopes will be used within the wetlands
• Bank stabilization will not place rip rap in stream bottom and will reduce erosion and
sedimentation
Reduced median width
• Equalizer pipes at Site 2 will improve connectivity of and maintain sheet flow between
adjacent wetlands
113 Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above The unavoidable impacts to jurisdictional riparian, non - riparian
wetlands and surface waters will be offset by compensatory mitigation from onsite mitigation
UMBI site Privateer Farm and EEP Please see attached Mitigation Plan for NC Highway 24
Improvements for detailed information
9

Of the 572 if of stream impacts for R 2303A 41 if are impacts from bank stabilization The
NCDWQ requires that any bank stabilization impact be mitigated for a 1 1 ratio if the total
permanent impact to the stream is over 150 if However the 2 1 mitigation ratio will exceed the
amount of 1 1 mitigation NCDWQ requires for this impact Therefore 2 1 mitigation will be
calculated based on 531 if of impacts
120 Indirect and Cumulative Effects
An ICE analysis was completed for the proposed project in July 2006 The following findings
were noted in the NC 24 Indirect and Cumulative Effects Report or represent subsequent study
findings based on additional project investigations
Sampson, Cumberland and Duplin Counties as well as the Towns of Autryville and Roseboro
and the City of Clinton have all anticipated and planned for the proposed project The project
will service some either planned or existing commercial and industrial developments in
Autrevville Roseboro and Clinton Industrial and commercial development is planned even in
the absence of the NC 24 improvements but the potential would likely be somewhat less
A significant portion of the proposed project is widening or improving existing NC 24 New
location sections will be Limited Control of Access (Superstreet configuration) or Full Control of
Access thereby limiting any complimentary highway development The eastern terminus of the
project with 140 is a fully directional interchange which will not allow for any adjacent highway
commercial development
The most recent census data (2010) show Sampson County (which comprises the majority of the
study area) has only experienced only 5% population growth from 2000 to 2010 as opposed to
the 14% projected in the 2006 report Cumberland County and Duplin County have seen 5 4%
and 19% respectively over the same time period as compared to the 7% and 14 4% projected in
2006 report
The ICE concluded that any indirect and cumulative effects attributable to proposed
improvements to NC 24 would be low to moderate primarily due to the rural nature and agrarian
economy of the study area Additionally limited new access along widen existing sections and
access control along the new location sections will further limit development potential No
further ICE analysis was deemed necessary
13 0 Regulatory Approvals
Section 404 Application is hereby made for a USACE Individual 404 Permit as required for the
above described activities NCDOT is requesting a phased permit to allow construction
activities to commence on Section A of R 2303 per the attached plans NCDOT will apply for a
permit modification when designs are finalized and before construction commences on Sections
B through F Due to the long term construction timeframe of R 2303 we are requesting an
permit expiration date of 20 years from date of issuance
10

Section 401 We are also requesting a Section 401 Water Quality Certification from the
NCDWQ We are providing five (5) copies of this application to the NCDWQ for their
approval
A copy of this revised permit application and its distribution list will be posted on the NCDOT
website at http //www ncdot org /doh/preconstruct /pe /neu/permrt html
If you have any questions or need additional information please contact Chris Manley at 919
707 6135 or cdmanley @ncdot gov
Sincerely
r 'l Gregory J Thorpe PhD Manager
Project Development and Environmental Analysis Unit
cc
NCDOT Permit Application Standard Distribution List
11

Mitigation Plan
NC Highway 24 Improvements
Sampson County, North Carolina
T I P Number R -2303
WBS No 34416
July 24, 2012
Transportation Improvement Project (TIP) R 2303 involves improvements to existing NC
Highway 24 from 2 8 miles eastward of Interstate 95 (I 95) in Cumberland County to Interstate 40
(1 40) in Duplm County The project is located within USGS Hydrologic Cataloging Unit
03030006 and NC Division of Water Quality (NCDWQ) sub basins 03 06 18 and 03 06 19
within the Cape River Basin Proposed permanent impacts to jurisdictional areas requiring
mitigation total 57 27 acres of wetland and 10 845 linear feet of stream
The proposed construction of R 2303 will impact 47 09 acres of riparian and 10 18 acres of
non riparian wetlands that will require mitigation The unavoidable impacts to 12 77 acres of
jurisdictional wetlands will be offset by on site riparian wetland mitigation as well as the use of the
NCDOT Umbrella Mitigation Banking Instrument (UMBI) site Privateer Farm The remaining
unavoidable impacts to 34 32 acres of jurisdictional riparian wetlands and 10 18 acres of
non riparian wetlands will be offset by compensatory mitigation provided by the EEP In addition
the unavoidable impacts to 11961f ofjurisdictional streams will be offset by on site mitigation and
stream relocation (902 If and 294 if respectively) The remaining 9 649 if of permanent stream
impacts will be provided by the EEP
NCDOT UMBI SITE — PRIVATEER FARM
The Privateer Farm stream and wetlands restoration site (the Site) is located in United States
Geological Survey (USGS) Hydrologic Unit (HU) 03030005 and North Carolina Division of
Water Quality (NCDWQ) Cape Fear River sub basins 15 and 16 along Little Alligator Swamp and
Harrison Creek The Site is located in the Southeastern Plains Level III Ecoregion (Southeastern
Floodplams and Low terraces Level IV Ecoregion) and includes portions of Cumberland and
Bladen Counties approximately 6 miles from the southern boundary of CU 03030004 The Site
has been closed out for monitoring and was incorporated into NCDOT s Umbrella Mitigation
Banking Instrument

The NCDOT debit ledger below includes the debit of 7 38 acres of riparian wetland restoration to
mitigate for 2 46 acres of riparian impact for R 2303A at a 3 1 ratio
NCDOT Debit Ledger (as of July 24 2012)
ON -SITE MITIGATION
10 BASELINE INFORMATION
Transportation Improvement Project (TIP) R 2303 involves improvements to existing NC
Highway 24 from 2 8 miles eastward of Interstate 95 (1 95) in Cumberland County to Interstate 40
(I 40) in Duplm County The study area for this project ranges from 400 feet wide for widening
sections to 1000 feet wide for bypass areas and is situated within the inner Coastal Plain
physiographic province Topography within the study area is described as nearly level to sloping
with the majority of the topographic breaks found near the larger wetland systems Land use within
the project study between towns is mostly rural in nature and includes a mixture of agricultural
residential silvicultural and industrial uses
The project is located within USGS Hydrologic Cataloging Unit 03030006 and NC Division of
Water Quality (NCDWQ) sub basins 03 06 18 and 03 06 19 within the Cape River Basin
Sub basin 03 06 18 includes the South River and its tributaries as well as Big Swamp and its
tributaries while sub basin 03 06 19 includes Little Coharie Creek Bearskin Swamp Moccasin
Branch Great Coharie Creek Six Runs Creek and Buckhall Creek along with all their tributaries
Transfer
Site
River
Mitigation
from
TIP
TIP
Name
Basin
HUC
Type
EEP
Available
Debit
Debit
TIP Debit
Privateer
Cape
U 2519
Site
Fear
3030005
U 2519
MOD *
R 2303A **
Out of
Warm
service
Stream
area
Restoration
25 676
7 157
1 18 519
ratios
Rivenne
1 51
Wetland
ratio for
Restoration
18558
3222
14529
069
738
stream
impacts
3 1 for
wetland
impacts
ON -SITE MITIGATION
10 BASELINE INFORMATION
Transportation Improvement Project (TIP) R 2303 involves improvements to existing NC
Highway 24 from 2 8 miles eastward of Interstate 95 (1 95) in Cumberland County to Interstate 40
(I 40) in Duplm County The study area for this project ranges from 400 feet wide for widening
sections to 1000 feet wide for bypass areas and is situated within the inner Coastal Plain
physiographic province Topography within the study area is described as nearly level to sloping
with the majority of the topographic breaks found near the larger wetland systems Land use within
the project study between towns is mostly rural in nature and includes a mixture of agricultural
residential silvicultural and industrial uses
The project is located within USGS Hydrologic Cataloging Unit 03030006 and NC Division of
Water Quality (NCDWQ) sub basins 03 06 18 and 03 06 19 within the Cape River Basin
Sub basin 03 06 18 includes the South River and its tributaries as well as Big Swamp and its
tributaries while sub basin 03 06 19 includes Little Coharie Creek Bearskin Swamp Moccasin
Branch Great Coharie Creek Six Runs Creek and Buckhall Creek along with all their tributaries

The R 2303 Natural Resources Technical Report (NRTR) dated January 2004 provides further
details concerning existing roadway /project study area conditions and jurisdictional resources
The mitigation site selection and mitigation work plan sections of this plan will refer to the
identification labels given the affected jurisdictional resources in that document as well as the
Final Environmental Impact Statement (FEIS) dated 3 31 2010
2 0 SITE SELECTION
R -2303B Mitigation Site 1
This site begins on plan sheet 8 south of Station 423 +50 Rt at the existing intersection of Gray
Street and Old Stage Road and ends south of Station 439 Rt on plan sheet 9 It is part of the South
River watershed and involves a series of ponds (43 and 45) as well as three jurisdictional wetlands
(42 44 and 46) and one intermittent stream (SR4) that flows out of pond 43 Lynn Haven sand a
hydric soil in Sampson County is the soil type found within this area
R 2303B Mitigation Site 2
This site begins on plan sheet 26 at Sta 680 +20 Lt at the ROW line and ends on plan sheet 27 at
Sta 685 +50 38 Lt at Boren Brick Road The pond (88) will be drained as part of the construction
of R 2303B Currently the pond connects a jurisdictional wetland area upstream to jurisdictional
wetlands and a UT to Big Swamp downstream through a series of pipes under Boren Brick Road
and existing NC Hwy 24 The existing wetland system above Boren Brick Road wetland 88A will
be used as the reference wetland system
R 2303C Mitigation Site 1
This site is located on plan sheet 23 from approximately Sta 1000 to 1005 Lt The pond (133) will
be drained as part of the construction of R 2303B The pond is surrounded by Wagram loamy sand
soils It has a headwater wetland system located adjacent to its northeastern corner and outflows
into a UT to Little Coharie (LC11) through a 36 pipe under existing NC Hwy 24
R 2303D Mitigation Site 1
This site is located on plan sheet 18 northwest of approximate Sta 1290 to 1295 Lt Wetland 161
located adjacent to NC Hwy24 is a riparian wetland that was bisected by the existing causeway of
NC 24 A portion of Wetland 161 has been clear cut This wetland also includes an excavated pond
and side cast spoil Soils within this mitigation area are either Johns fine sandy loam or Kalmia
sandy loam Both are non hydric with hydric inclusions in Sampson County

R -2303D Mitigation Site 2
This site is located on plan sheet 20 from approximately Sta 1321 +50 Lt to Sta 1325 +50 Lt on
plan sheet 21 It is bordered on the north and west by wetland 165 and on the east by wetland 167
The sods in this area are mapped as Paxville fine loamy sand a hydric soil in Sampson County
Wetland 165 is part of a 4600 acre NCEEP high quality wetland mitigation site known as the Great
Coharie Tract (GCT) An old abandoned causeway extends into the wetland from NC Hwy 24
3 0 SITE PROTECTION INSTRUMENT
The mitigation areas are presently located within or will be located within the NCDOT
Right of Way for the project They will be managed to prohibit all use inconsistent with its use as
mitigation property including any activity that would materially alter the biological integrity or
functional and educational value of the site consistent with the mitigation plan
The site is designated on the plan sheets as a mitigation area and will placed on the Natural
Environment Section s Mitigation GeoDatabase This database is provided to all NCDOT
personnel as a record of mitigation sites and their attributes including prohibited activities
NCDOT is held by virtue of the permit associated with this mitigation site and the associated
roadway impacts to protect the site in perpetuity
4 0 OBJECTIVES
The goal of the proposed onsite mitigation is to mitigation for impacts due to R 2303 by restoring
adjacent wetland and stream systems to their natural conditions through the removal of the
degrading factors of pondmg fill and disturbance This will be achieved on five individual sites
described below on a total of 17 30 acres of wetland and 973 feet of stream
5 0 MITIGATION WORK PLAN
Each mitigation site will be constructed along with the construction of its associated section of the
roadway project Following the successful completion of site grading and stabilization a
reforestation plan wetland restoration areas will include a mix of bare root tree species at a density
of 680 stems per acre as described in the attached reforestation plan The stream restoration areas
will be stabilized by planting a mix of live stakes on three foot centers and matting with coir fiber
on the banks as necessary
Native wetland seed and mulch will be applied on all disturbed areas within the mitigation sites for
stabilization purposes according to guidance and standard procedures of NCDOT s Roadside
Environmental Unit An as built report will be submitted within 60 days of completion of the
project

The Natural Environment Unit shall be contacted to provide construction assistance to ensure that
each mitigation area is constructed appropriately
R -2303B Mitigation Site 1
NCDOT will drain P43 and P45 in conjunction with the construction of R 2303B Based on
topography the draining of these two features will result in restoration of a total of 1 84 acres of
riparian wetlands It will also result in the enhancement of 5 41 acres of wetlands (wetlands 42 and
44) and the preservation of 0 23 acres at wetland 46
The dam at the downstream end of P43 will be graded to match natural topography after the pond
is drained Based on the valley length this will allow for restoration of 284 ft of a stream
currently impounded within P43 Additionally NCDOT proposes to tie the stream restoration to
the existing stream bed elevation of SR4 and preserve 123 feet of this stream within Wetland 42
R 2303B Mitigation Site 2
NCDOT will restore 2 19 acres of riparian wetlands at Site 2 The pond associated with this
mitigation area identified as 88 in the NRTR will be drained as part of the construction of
R 2303B The existing 30 pipe under NC Hwy 24 will be replaced and the invert of the new
structure will be adjusted to assist in the wetland restoration within the drained pond 88
Wetland 88a is a riparian wetland located on the east side of Boren Brick Road It will be used as a
reference for the reforestation plan of wetland restoration within pond 88 Soils within this
wetland as well as adjacent to the pond are mapped as Aycock silt loam a non hydric soil in
Sampson County as well as Nahunta loam a non hydric soil with hydric inclusions
R -2303C Mitigation Site 1
The pond associated with this mitigation area identified as 133 in the NRTR will be drained as
part of the construction of R 2303C The existing pipe under NC Hwy 24 will be replaced and the
invert of the new structure will be adjusted to assist in the wetland and stream restoration within
the drained pond 133 This new structure will outfall into LC11 a UT to Little Coharle LC I has
a C Sw classification and is a Rosgen E type channel Based on valley length and topography
NCDOT will restore 550 ft of the stream system within this drained pond area as well as restore
2 5 acres of riparian wetlands
R 2303D Mitigation Site 1
This site involves removing a portion of pavement along existing NC 24 and grading to match
elevations within the adjacent Wetland 161 It also involves backfillmg the existing pond with
material side cast to dig the pond These areas will also be graded to match adjacent wetland
elevations The clear cut portion of Wetland 161 within the ROW will be revegetated This

work will result in the restoration of 1 55 acres and enhancement of 1 3 acres of riparian wetland
R -2303D Mitigation Site 2
This site involves the removal of an old roadway causeway and grading to match elevations within
the adjacent Wetlands 165 and 167 NCDOT will restore 0 87 acres of riparian wetland in this area
6 0 PERFORMANCE STANDARDS
Success for vegetation monitoring within the riparian buffer and wetland areas are based on the
survival of at least 260 stems of five year old trees at year five Assessment of channel stability will
be based on the survival of riparian vegetation and lack of significant bank erosion channel
widening or down cutting
7 0 MONITORING REQUIREMENTS
No specific hydrological monitoring is proposed for the wetland mitigation areas The target
elevation is based on the reference wetland areas and will be verified during construction
Constructing the site at the adjacent wetland elevation will ensure the hydrology in the restored
area is similar to the hydrology in the reference area Photo points will be located within the stream
mitigation areas at equal intervals along the channel with upstream and downstream views
Vegetation monitoring will consist of counts of planted stems within 50 x 50 foot plots established
within the riparian buffer areas and wetland areas The entire reach will be visually inspected for
channel stability and vegetation survival
These monitoring activities will be conducted for five year and documented in an annual report
distributed to the regulatory agencies
8 0 OTHER INFORMATION
NONE
9 0 DETERMINATION OF CREDITS
Based on field and meeting discussions with agency representatives and per the NCDOT plans and
401/404 permit application for R 2303 NCDOT proposes the following types of mitigation and
ratios for each site

Roadway
Section
Site
Number
Wetland
Restoration
Acres
(1 1)
Wetland
Enhancement
Acres
(5 1)
Wetland
Preservation
Acres
(10 1)
Stream
Restoration
Feet
(1 1)
Stream
Preservation
Feet
(10 1)
B Sitel
1 84
541
023
284
123
B Site 2
2 19
C Site 1
25
550
D Site 1
1 55
1 3
D Site 2
087
An as built report will be submitted within 60 days of completion of the each mitigation site to
verify actual mitigation areas constructed and planted The success of the mitigation areas and
determination of final credits will be based upon successful completion and closeout of the
monitoring period
9 1 CREDIT RELEASE SCHEDULE
NCDOT proposes immediate full release of the proposed mitigation as on site mitigation for
unavoidable impacts associated with R 2303
10 0 GEOGRAPHIC SERVICE AREA
The proposed Geographic Service Area (GSA) for the mitigation sites is composed of the 8 digit
Hydrologic Cataloging Unit (HUC) 03030006
110 MAINTENANCE PLAN
The mitigation site will be held by NCDOT and placed on the NEU mitigation geodatabase Once
monitoring is completed and the site is closed out it will be placed in the NCDOT Stewardship
Program for long term maintenance and protection
If an appropriate third party recipient is identified in the future then the transfer of the property
will include a conservation easement or other measure to protect the natural features and
mitigation value of the site in perpetuity

12 0 LONG TERM ADAPTIVE MANAGEMENT PLAN
The sites will be managed by the NCDOT according to the mitigation plan Beaver management
will be instituted during the monitoring period Encroachments into the area will be investigated
and appropriate measures taken to minimize any negative effects In the event that unforeseen
issues arise that affect the management of the site any remediation will be addressed by NCDOT
in coordination with the Interagency Review Team
13 0 FINANCIAL ASSURANCES
NCDOT is held by permit conditions associated with R 2303 to preserve the stream enhancement
area NCDOT has established funds for each project and within each Division to monitor the
mitigation site and to protect it in perpetuity
ECOSYSTEM ENHANCEMENT PROGRAM
Mitigation Total for Sections A F*
Cape Fear
Stream
Wetland
Buffer (sq ft )
03030006
Cold
Cool
Warm
Riparian
Non
Coastal
Zone l
Zone 2
SICP
Riparian
Marsh
Impacts
0
0
9608 **
3432
10 18
0
0
0
(feet/acres)
*See Appendix A for individual EEP Mitigation Acceptance Letters
** This number is not 96491f because due to the following explanation taken from the permit
application Of the 5721f of stream impacts for R 2303A 41 If are impacts from bank stabilization The
NCDWQ requires that any bank stabilization Impact be mitigated for a 11 ratio ►f the total permanent
impact to the stream Is over 150 If However the 2 1 mitigation ratio will exceed the amount of 1 1
mitigation NCDWQ requires for this impact Therefore 21 mitigation will be calculated based on 531 If
of impacts

APPENDIX A

",'Cos os stem
���I�,��lif7�C`�,Il
PROGRAM
July 26 2012
Mr Gregory J Thorpe Ph D
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R 2303A, NC 24 from West of SR 1006 (Maxwell Road / Clinton Road) to SR 1853
(John Nunnery Road) Cumberland County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream riparian and non riparian wetland mitigation for the subject project Based on the information
supplied by you on July 24 2012 the impacts are located in CU 03030006 of the Cape Fear River basin in the
Southern Inner Coastal Plain (SICP) Eco Region and are as follows
Cape Fear
Stream
Wetlands
Buffer (Sq Ft )
03030006
Cold
Cool
Waim
Riparian
Non
Coastal
Zone i
Zone 2
SICP
Riparian
Marsh
Impacts
0
0
237
0
522
0
0
0
(feet /acres)
This mitigation acceptance letter replaces the mitigation acceptance letters issued on February 28
April 12 and June 26 2012 EEP commits to implementing sufficient compensatory stream riparian and non
riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory
agencies in accordance with the 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
Suz'ani'ie Klimek
EEP Acting Director
cc Mr Ronnie Smith USACE — Wilmington Regulatory Field Office
Mr David Wainwright Division o f Water Quality Wetlands /401 Unit
File R 2303A Revised 3
Amtorr Prot" Oar State✓ RuE�
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net

t
I
I
1
I
Ecos s tern I t tt
S �
PROGRAM
February 28 2012
Mr Gregory J Thoi pe PhD
Manager Project Development and Environmental Analysis Bianch
North Carolina Department of Transportation
1548 Mail Service Centel
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R 23038 NC 24 from SR 1853 (John Nunnery Road) to SR 1404 (Dowdy Road)
Cumberland and Sampson Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory non riparian wetland mitigation foi the subject pi oject Based on the information supplied by you on
February 23 2012 the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner
Coastal Plain (SICP) Eco Region and are as follows
Cape Fear
Stream
Wetlands
Buffer (Sq Ft )
03030006
Non
Coastal
SICP
Cold
Cool
Warn
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts
0
0
0
0
057
0
0
0
(feet/acres)
EEP commits to implementing sutficient compensatory non riparian wetland mitigation credits to otfset the
impacts associated with this project as determined by the regulatory agencies in accordance with the 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 of need additional mfoimation please contact Ms Beth Hannon at 919 715
Sincerely
Mich -gel Ellison
EEP Deputy Dtrectot
cc Mr Ronnie Smith USACE — Wilmington Regulatory Field Office
Mi Buan Wrenn Division of Water Quality Wetlands /401 Unit
File R 2303
ANTMA
R.estor EKAAgcatg Protect Oar hate NCDENR
North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net

Ecosystem ,a
"T I
PROGRAM
February 28 2012
Mi Gregory J Thorpe PhD
Manager Project Development and Envnonmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Centei
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R 2303C NC 24 SR 1404 (Dowdy Road) to SR 1303 (Mitchell Loop Road) Sampson
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and wetland mitigation for the subject project Based on the information supplied by you on
February 23 2012 the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner
Coastal Plain (SICP) Eco Region and are as follows
Cape Fear
Stream
Wetlands
Butfei (Sq Ft )
03030006
Non
Coastal
SICP
Cold
Cool
Warm
Riparian
Riparian
Marsh
Zone l
Zone 2
Impacts
0
0
2 440
842
121
0
0
0
(feet/acres)
EEP commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the N C
Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu FLe 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 ne" mitigation acceptance letter will be iequned fi om EEP
1929
If you have any questions or need additional information please contact Ms Beth Harmon at 919 715
Sincerely
Michael Ellison
EEP Deputy Director
cc Mr Ronnie Smith USACE— Wilmington Regulatory Field Office
Mi Brian Wrenn Division of Water Quality Wetlands /401 Unit
File R 2301
LVXWA
K"t-orutg EkkaAcutg Protect Oar .S ate, NCDENR CDEN
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 /1919 715 0476 / www nceep net

Ecosystem
PROGRAM
February 28 2012
Mr Gregory J Thorpe PhD
Manager Project Development and Enviionmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr T horpe
Subject EEP Mitigation Acceptance Lettei
R 2303D NC 24 from SR 1303 (Mitchell Loop Road) to US 421/701 / SR 1296
Sampson County
I he purpose of this letter is to notify you that the Ecosystem Enhancement Piogiam (EEP) will piovide the
compensatory stream and wetland mitigation foi the subject pioject Based on the information supplied by you on
February 23 2012 the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner
Coastal Plain (SICP) Eco Region and are as follows
Cape Fear
Stream
Wetlands
Buffer (Sq Ft)
03030006
Non
Coastal
SICP
Cold
Cool
Warm
Riparian
p
Riparian
Marsh
Zone l
Zone 2
Impacts
0
0
1 736
486
084
0
0
0
(feet/acres)
EEP commits to implementing sufficient compensatory stream and wetland mitigation ciedits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the N C
Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument
dated July 28 2010 It 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 of need additional information please contact Ms Beth Harmon at 919 715
Sincerely
EEP Deputy Director
cc Mr Ronnie Smith USAGE — Wilmington Regulatory Field Office
Mi Brian Wrenn Division of Water Quality Wetlands /401 Unit
File R 2303
K"tDY Prot" Our .Sta& CDEN
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net

)
Emsystem
PROGRAM
February 28 2012
Mr Gregory J Thoipe Ph D
Manager Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Di T horpe
Subject EEP Mitigation Acceptance Letter
R 2303E NC 24 from US 421 / 701 / SR 1296 (Sunset Avenue) to West of SR 1920
(Moltonville Road) Sampson County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and wetland mitigation for the subject project Based on the information supplied by you on
February 23 2012 the impacts are located in CU 03030006 of the Cape Feai River basin in the Southein Inner
Coastal Plain (SICP) Eco Region and are as follows
Cape Fear
Stream
Wetlands
Buffer (Sq Ft )
03030006
000arm
Cold
Cl
W
Riparian
p
Non
Coastal
Zone 1
Zone 2
SICP
Riparian
Marsh
Impacts
0
0
1336
142
016
0
0
0
(feet /acres)
EEP commits to implementing sufficient compensatory stream and wetland mitigation credits to ottset the
impacts associated with this project as determined by the regulatory agencies in accordance with the 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 lettei will
no longer be valid and a new mitigation acceptance letter will be required from EEP
1929
if you have any questions of need additional information please contact Ms Beth Harmon at 919 715
Sincerely
Michael Ellison
EEP Deputy Directoi
cc Mr Ronnie Smith USACE — Wilmington Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands /401 Unit
File R 2303
ATA
K"torwg Enkaxcwg Prot" PI�.D —EN R
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 0476 1 www nceep net

IN F- --
��� ,cos (stern
PROGRAM
July 26 2012
Mr Gregory J Thorpe Ph D
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R 2303E NC 24 from West of SR 1920 (Moltonville Road) in Sampson County to 140
in Duplin County Sampson and Duplin Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and wetland mitigation for the subject project Based on the information supplied by you on
July 25 2012 the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner Coastal
Plain (SICP) Eco Region and are as follows
Cape Fear
Stream
Wetlands
Buffer (Sq Ft )
03030006
Non
Coastal
SICP
Cold
Cool
Warm
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts
0
0
3 859
1962
218
0
0
0
(feet/acres)
This mitigation acceptance letter replaces the mitigation acceptance letter issued on February 28
2012 EEP commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the 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
IVYQ
If you have any questions or need additional information please contact Ms Beth Harmon at 919 715
Sincerely
SuzkAe Klimek
EEP Acting Director
cc Mr Ronnie Smith USACE— Wilmington Regulatory Field Office
Mr David Wainwright Division of Water Quality Wetlands /401 Unit
File R 2303F Revised
ATA
Amtor Protect Oar .ftab& RUMOR
North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 1919 715 0476 / www nceep net

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Subject
Team Members
Draft Minutes from Interagency Hydraulic Design Review Meeting
on June 13 2007 for R 2303A in Cumberland County
Jennifer Frye USACE
Gary Jordan USFWS
Travis Wilson NCWRC
Rob Ridings NCDWQ
Kathy Matthews EPA
Chris Mihtscher EPA
Ron Lucas FHWA
Elizabeth Lusk NCDOT NEU
David Harris REU
John Frye Structures
Gary Lovenng Roadway
Mark Pierce PDEA
Tracey Pittman NCDOT DIV 6
(absent)
(absent)
(present)
(present)
(present)
(present)
(absent)
(present)
(absent)
(present)
(present)
(present)
(absent)
Participants
Bill Elam NCDOT Hydraulics
Bill Zerman NCDOT Hydraulics
Chris Rivenbark NCDOT NEU
Chris Manley NCDOT NEU
Marissa Rodman NCDOT NEU
Ron McCollum NCDOT Roadway
Dawn Rierson NCDOT PDEA
Mark Staley Roadside Environmental
Jim Rerko NCDOT- DEO
Lee Puckett NCDOT Bridge Const Engr
GENERAL NOTES
Many of the non jurisdictional outfall ditches are higher than the inverts of the pipes The
ditches will be cleaned out if required Ditch cleanouts will stop short of any wetland
areas
Jennifer Frye and David Wainwright were not on the original agenda In the future if the
team members are changed they should be notified by phone or email prior to the
meeting
Proposed ditches will have 3 1 or flatter side slopes and meet grass swale criteria where
pratical
Sheet 4 -7
No comments
Sheet 8 -9
This is the largest impact to wetlands Equalizer pipes will be spaced approximately
every 200 feet to maintain sheet flow in wetland
sr "i t ,I q
e 23c 3 A
y8

Sheet 10
6
There is a existing ditch at Station 96 +50 L that has been called a wetland that will
require a pipe crossing The channel is not jurisdictional The 24 pipe under existing
NC 24 will be removed and a channel will be constructed that is similar to the rest of the
channel
Sheet 11 -14
No comments
Sheet 15
Maxwell property is historic All impacts to property should be avoided We will not be
able to clean out outfall ditch left of Station 161 +50 —L
Chris Militscher commented that the slopes stakes at 168 +00 —L Rt appeared wide
Max responded that the grade had been raised to drain the median Slope stakes are 3 1
in the area of concern because of wetland impacts
Sheet 16
There is an excavated ditch that has been called a wetland at Station 179 +00 L Rt
Impact is estimated at 0 01 acres
Sheet 17
Clean out of the non jurisdictional ditch will be required at Station 190 +50 L Lt The
existing ditch is a shallow grass lined channel
Sheet 18 -21
No comments
Sheet 22
There is an existing channel at the end of North Street at Station 266 +00 L The channel
appears as a blue line stream on the quad The channel was not called jurisdictional in the
NRTR Richard Spencer suggested that Jennifer Frye and the NCDOT NEU may need to
visit this site
A
LA6

.I
Sheet 23 -24
No comments
Sheet 25
There are jurisdictional stream and wetland impacts on Sheet 25 at Station 302 +00 —L
The two 48 pipes under existing NC 24 will be removed and a channel will be
constructed that is similar to the rest of the channel
The northwest portion of the Dearl L Bunce property left of the —L line will not have
access under the current design without further impact to wetlands and the jurisdictional
stream The wetland and stream crosses the Bunce property essentially landlockmg a
large portion of the property This portion of NC 24 is limited access so a driveway
access to the property is not allowed
NCDOT is proposing a service road (SR2) to provide access to the northeast portion of
the Bunce property Militscher and Spencer expressed the opinion that NCDOT should
include the wetlands and stream impacts that are required to provide access to the
property in the project impacts
NCDOT is exploring three options
Option 1 Extend Service Road 1 on Sheet 21 to reach Bunce property
Option 2 Extend Service Road 2 to provide access to the northwest section of
the Bunce property and include the impacts to the wetlands
and stream in the total impacts
Option 3 Purchase the landlocked property and use the property for wetland
enhancement
Sheet 26
No comments
Sheet 27
There is jurisdictional stream that crosses NC 24 through an existing 36 crosspipe at
Station 322 +00 —L This pipe will have to be replaced Wetlands are also impacted at
this site
Sheet 28 -29
There is jurisdictional stream that crosses NC 24 through an existing 24 crosspipe at
Station 348 +00 —L This pipe may have to be replaced Wetlands are also impacted at
this site
R X30 3 A

Sheet 30 -33
No comments
Meeting adjourned
Skak
LA�

Subject
Team Members
Draft Minutes from Interagency Hydraulic Design Review Meeting
on March 17 2011 for R 2303A in Cumberland County
Ronnie Smith USACE
Gary Jordan USFWS
Travis Wilson NCWRC
Mason Herndon NCDWQ
Chris Militscher EPA
Ron Lucas FHWA
Elizabeth Lusk NCDOT NEU
Mark Pierce PDEA
*Absent but provided comments
GENERAL NOTES
(present)
(absent)
(absent)*
(present)
(absent)
(present)
(present)
(absent)
Participants
Galen Call NCDOT Hydraulics
Bill Elam NCDOT Hydraulics
Gary Lovering NCDOT Roadway
Rick DeCola NCDOT Roadway
Chris Rivenbark NCDOT NEU
Chris Manley NCDOT NEU
Marissa Rodman NCDOT NEU Mitigation
Byron Moore NCDOT NEU Mitigation
Mark Staley Roadside Environmental
Jim Rerko NCDOT- DEO
Steven Cummings NCDOT Utilities
Rip rap along streams to be placed on banks only or noted otherwise
Proposed culverts along streams will be buried 20% of culvert diameter up to 1 or noted
otherwise This is standard practice and is noted in permit conditions
Other than locations with ditching thru wetlands the side slopes for fill look to be 3 1
However in final permit will verify side slopes as 3 1 where fill in wetlands
Pond impacts at several locations call for Rock Fill Detail will be provided in final
permit
Anticipate final permit drawings for A section and preliminary drawings for B C and D
sections will be prepared by August 2011 Our understanding is JD on all sections has or
will soon expire NEU will verify status of JD and coordinate with agencies what effort
remains to complete delineations /verifications Updated delineations will need to be
provided in order to prepare permit drawings
Impacts /permits relative to PUE will be provided by Utilities Unit
Site 2, Sheet 8,9
Equalizer pipe Sta 75 +00 —L doesn t show up since on plan sheet matchlme Will be
relocated to make sure it shows up in final plans /permit
Site 3, Sheet 10
Ditclung thru wetlands Two wetlands are total takes and 1 wetland is an existing ditch
Sdezf IUD y
P- )303A
LA (-

Site 4, Sheet 11
Ditching thru wetlands Proposed ditch will be no deeper than existing ditch Improved
scale will be provided in final permit
Site 9, Sheet 19
In final permit will make sure outlet rip rap pad is accounted for as fill in wetlands
Improved scale will be provided in final permit
Site 10, Sheet 25
There was discussion on whether the upstream parcel was purchased for mitigation due to
access NEU will investigate
Where the pipe under existing NC 24 is to be removed and roadway excavated with
floodplam the final permit will account on summary as Natural Stream Design for
mitigation credit A reforestation plan will need to be provided in final plans for this
site
Show and state outlet rip rap at 2 @ 54 as BANKS ONLY
Site 11, Sheet 27
At wetland approximate Sta 321 +80 —L LT will account for as total take However
was recommended to not show as hatched outside of ditch but include in excavation
quantity on summary and note below summary the additional impact outside of ditch
The JS LT is not shown in correct location in existing driveway Will be shown correctly
in final permit
Site 12, Sheet 28
Recommendation made to improve outlet angle of 36 pipe Will look at relocating
proposed 2GI line ahead
Site 13, Sheet 29
Review if proposed 30' outlet pipe can be relocated outside of wetland
Meeting adjourned
sl-1.zef ao�y
C �3c3
yC

Comments Provided
Site 1 missing cross sections for the pond fills from station 69 +45 to 72 +81
Standard practice is to provide one x section sheet if sites are close together le
to verify that max side slopes in this case 3 1 are being used
Site 2 missing equalizer pipe near station 75 +00 the match line may have cut it off
Agreed Will bring up at 4C and will make sure pipe shows up in final permit
package
Site 4 missing cross section for impacts from station 112 +53 to 112 +55
Another section sheet (x 34) would provide better verification relative to site
Will provide another x section at 4C mtg
Site 5 cross section missing for impacts from station 131 +57 to 133
The x section provided does include section at site However we will provide
rock fill detail at 4C
Site 9 does the > 0 01 acres of permanent fill include the rip rap shown outside of the
fill line Can you please provide a zoomed in /larger scale map of the impact area
Rip rap impact is included as Mechanized Clearing and is <0 01 ac Will provide
improved scale drawing in final permit At 4C meeting can zoom in on drawing
with CADD
Site 10 the impact table says two 48 pipes in the channel and the plans show 2 54
pipes What is the correct pipe size
Agreed It is a 2 @ 54 so table will be revised
Site 11 missing cross section of pipe in relation to the stream bed Why will the
wetlands located along the north side of the road be permanently filled beyond the fill
slope
Standard ►s to provide pipe /stream bed profile for culverts with conveyance of
60 pipe or larger Wetland impact shown as total take but can be discussed at
4C
Site 12 missing plan view for site 12 missing cross section for site 12 missing cross
section for of pipe in relation to stream bed permanent rip rap impacts are not shown
in the table
Ska,1 3 v N
j3D3 A
yC

Agreed Will provide at 4C Standard is to provide pipe /stream bed profile for
culverts with conveyance of 60 pipe or larger Agreed bank stabilization impact
should be permanent
Site 13 missing plans for half of site 13 from station 344 +83 to 347 +50 Is the rip rap
reflected in the permanent fill area? missing cross section from station 346 to 349
Please provide a zoomed in /large scale map for the impact area
Additional site missing will show up for previous Site 12 sheet Rip rap impacts
included in Mechanized Clearing impact Standard practice is to provide one x
section sheet If sites are close together le to verify that max side slopes in this
case 3 1 are being used The x section sheet provided covers portion of Site 13
and is atypical Indication for section Will provide improved scale drawing in
final permit At 4C meeting can zoom in on drawing with CADD
(z -,x 3,) 3 A
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