20110931 Ver 1_Application_20120420

5
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GovERNOR
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington North Carolina 28403
ATTN Mr Brad Shaver
NCDOT Coordinator
April 20 2012
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AP,q 2 4 n
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97�RB%C8
EUGENE A CONTI JR
SECRETARY
N C Dept of Environment and Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City NC 28557
ATTN Mr Stephen Lane
NCDOT Coordinator
Reference 404 Nationwide 12 Authorization 11/8/2011
401 Water Quality Certification (20110931v 2) issued 10/31/2011
CAMA General Permit (58372) issued 11/3/2011 O ,,
Dear Sirs
Subject Application for Individual Section 404, Section 401 Water Quality Certification, and
CAMA Mayor Development Permit for the proposed widening of SR 1406 (Piney Green
Rd) from NC 24 to US 17 in Onslow County Federal Aid Project No STP 1406(4) TIP
No U 3810 Debit $570 00 from WBS 35801 1 1
The North Carolina Department of Transportation ( NCDOT) Division of Highways in consultation
with the Federal Highway Administration (FHWA) proposes to widen SR 1406 (Piney Green Rd)
from NC 24 to US 17 from a two lane to a four lane median divided curb and gutter facility for a
total distance of 6 6 miles
The purpose of this letter is to request approval for a Section 404 Individual Permit a Section 401
Water Quality Certification and a CAMA Mayor Development Permit In addition to the cover
letter ENG Form 4345 and CAMA MP Forms this application package includes the following for
U 3810 permit drawings half size roadway plans On site Mitigation Plan EEP Acceptance Letter
CAMA landowner certified mail receipts and Guidelines for Avoiding Impacts to the West Indian
Manatee Precautionary Measures for North Carolina Waters
10 Purpose and Need
The purpose for this project as identified in the Final Environmental Assessment (EA) is to increase
capacity and improve traffic operations thus meeting the design year (2030) traffic demand with
acceptable levels of service
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699 1598
TELEPHONE [phone]
FAX [phone]
WEBSITE WWW NCDOT ORG
LOCATION
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610 4328

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4
20 Project Description
The improvements involve the widening of SR 1406 (Piney Green Rd) from NC 24 to US 17 from a
two lane to a four lane median divided curb and gutter facility for a total distance of 6 6 miles
N %
30 Summary of Impacts
Waters of the U S Proposed impacts to jurisdictional areas total 2 54 acres of permanent wetland
impacts 0 09 acre of temporary wetland impacts 1 140 feet of permanent stream impacts 309 feet of
bank stabilization and 227 feet of temporary stream impacts
40 Summary of Mitigation
The proposed construction of U 3810 will impact 2 54 acres of riparian wetlands that will require
mitigation In addition the unavoidable impacts to 1 140 linear feet of jurisdictional stream will also
require mitigation Additionally the NC Division of Water Quality requires mitigation for the 309
feet of bank stabilization subject to the 150 foot threshold per stream See Attached Mitigation Plan
with drawings and the EEP acceptance letter for additional information
50 Project Schedule
Currently U 3810 has a review date of July 31 2012 and is scheduled to let September 18 2012 it
will be available for construction shortly thereafter The let date however may advance as
additional funds become available
60 NEPA Document Status
The FHWA and NCDOT completed the EA in July 2007 in compliance with the NEPA guidelines
The EA explains the purpose and need for the project provides a description of the alternatives
considered and characterizes the social economic and environmental effects The EA was
approved and circulated to federal state and local agencies Then following the EA a Finding of No
Significant Impact (FONSI) Statement was completed September 2008 Copies of the project
documents have been provided to regulatory review agencies involved in the approval process
Additional copies will be provided upon request
61 Independent Utility
U 3810 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
2

70 Resource Status
The project is located in the White Oak River Basin and lies within Hydrologic Unit 03030001
(Subbasin 03 05 02) This is within the Southern Outer Coastal Plain eco region The project
crosses Northeast Creek, Little Northeast Creek Poplar Creek Mott Creek and their tributaries
71 Wetland Delineations
A wetland identification and preliminary assessment analysis for the study area was performed and
summarized in the 2006 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 Wetland delineations were completed between April and May 2005
Jurisdictional verification of the wetlands occurred on March 15 2006 with a representative of the
USACE Subsequently wetland delineations were updated between December 2011 and January
2012 This delineation was later field verified by Mr Brad Shaver of the USACE Wilmington
District and Mr David Wainwright and Mr Mason Herndon with the N C Division of Water
Quality ( NCDWQ) on January 25 2012
72 Stream Delineations
Data collected for streams were derived from USGS topographic maps the Onslow County Soil
Survey (USDA 1992) and site reconnaissance The data included stream classification which was
presented in the NRTR Stream delineations were completed between April and May 2005 and
verified on March 15 2006 with a representative of the USACE Stream delineations were updated
between December 2011 and January 2012 and later field verified by Mr Brad Shaver of the
USACE Wilmington District and Mr David Wainwright and Mr Mason Herndon with the
NCDWQ on January 25 2012
73 U -3810 Characterization of Jurisdictional Sites
7 3 1 Wetlands
There are four wetland communities found within the project study area based on the Cowardm
classification Palustrme Forested Broad Leaved Deciduous (PFO1) Palustrme Forested Broad
Leaved/Needle Leaved Deciduous (PFO1 /2) Palustrme Unconsolidated Bottom (PUB) and
Palustrme Scrub shrub (PSS) More detailed information about these wetlands can be found in the
EA and the NRTR which includes figures showing the wetlands within the project area
7 3 2 Streams
Best Usage Classifications for Little Northeast Creek, Poplar Creek Mott Creek and their tributaries
within the project study area are classified as C NSW Northeast Creek and its tributaries are
classified as SC NSW Details on the jurisdictional streams within the project area are provided in
the EA and NRTR
There are no waters within the project vicinity classified as High Quality Waters (HQW) Neither
Water Supplies (WS I undeveloped watersheds or WS 11 predominately undeveloped watersheds)
nor Outstanding Resource Waters (ORW) occur within 1 0 mile of the project study area Streams
3

within the U 3810 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 White Oak River Basin
74 Impacts to Jurisdietional Resources
Impacts to jurisdictional wetlands and surface waters for U 3810 are summarized below in Tables 1
& 2 respectively
Table 1 U -3810 Wetlands Impacts
Permit Drawing
Site Number
2012
Map Label in
EA (2007)
Type
Permanent
Impacts
ac
Temporary
Impacts (ac)
Mitigation
Required*
2
Wetland 2
Riparian
066
0
Yes
3
Wetland 3
Riparian
004
0
Yes
4
Wetland 4
Riparian
054
002
Yes
5
Wetland 5
Riparian
094
007
Yes
7
Wetland 10
Riparian
0 19
0
Yes
9
N/A
Ri arian
01
0
Yes
10
N/A
Riparian
007
0
Yes
Total
254
009
86
* For permanent impacts
Table 2 U -3810 Surface Water Impacts
Permit
Bank
Drawing
Waterbody
Permanent
Temporary
Permanent
Temporary
Site
Labeled in EA
(ft)
Stabilization
(ft)
(ac)
(ac )
Number
1
Stream 1 / UT 1
121
116
15
002
<0 01
Northeast Creek
2
Stream 4/
86
0
0
001
0
Northeast Creek
3
Stream 5 / UT 4
88
0
16
001
<0 01
Northeast Creek
4
Stream 6 /
290
28
48
Oil
001
Popular Creek
5
Stream 7/ Little
36
0
0
<0 01
0
Northeast Creek
6
Stream 8 / UT 1
209
73
47
004
<0 01
Mott Creek
8
Stream 10 / Mott
45
66
49
001
001
Creek
11
N/A
110
26
21
001
<0 01
12
Ditch
155
0
31
002
<0 01
Total
1,140
309
227
024
003
E

Permanent Impacts Proposed permanent impacts for U 3810 include fill excavation and
mechanized clearing in 2 54 acres of riparian wetlands Proposed permanent impacts to surface
waters are 1 140 linear feet Bank stabilization totals 309 linear feet
Temporary Impacts There will be 227 linear feet of temporary impacts to surface water due to
bridge construction and pipe installations In addition there will be 0 07 acre of temporary
excavation in the wetlands for the on site mitigation
Hand Clearing There will be 0 07 acre of hand clearing in jurisdictional wetlands due to project
construction
Utility Impacts Utility impacts have been authorized by a previous 404 Nationwide 12 Permit 401
Water Quality Certification (20110931v 2) issued 10/31/2011 and a CAMA General Permit (58372)
issued 11/3/2011
80 Protected Species
The United States Fish and Wildlife Service (USFWS) list 13 federally protected species for Onslow
County as of the March 21 2011 listing (Table 3)
Tahle 3 Federally Prntected Snecies in nnslow Countv
Scientific Name
Common Name
Federal
Status
Habitat
Biological
Conclusion
Alligator mississippiensis
American alligator
T S/A
Yes
N/A
Chelonia m das
Green sea turtle
T
No
No Effect
Dermochel s coriacea
Leatherback sea turtle
E
No
No Effect
Caretta caretta
Loggerhead sea turtle
T
No
No Effect
Charadrius melodus
Piping lover
T
No
No Effect
Picoides borealis
Red cockaded woodpecker
E
No
No Effect
Aci enser brevirostrum
Shortnose sturgeon
E
Yes
No Effect
Trichechus manatus
West Indian manatee
E
Yes
MANLAA
Thalictrum coole i
Cooley s meadowrue
E
No
No Effect
Carex lutea
Golden sedge
E
No
No Effect
Lindera mehssi olio
Pondberry
E
Yes
No Effect
L simachia as erulae olia
Rough leaved loosestrife
E
No
No Effect
Amaranthus pumilus
Seabeach amaranth
T
No
No Effect
Key E= Endangered T= Threatened T(S /A) = Threatened(Similarity of Appearance) MANLAA=
May Affect Not Likely to Adversely Affect
A Concurrence Request providing a Biological Conclusion for pondberry was submitted to the
USFWS in March 3, 2008 The USFWS responded with concurrence on March 5 2008 A copy of
the USFWS concurrence letter is included in the EA USFWS concurred with the MANLAA
Biological Conclusion for the West Indian manatee in an August 21 2007 comment letter on the EA
This concurrence was based in part on NCDOT's agreement to implement the usual guidelines for
5

avoiding impacts to the West Indian manatee Precautionary Measures for Construction Activities in
North Carolina Waters
A review of the North Carolina Natural Heritage Program (NCNHP) database updated January 2012
indicated no occurrences of protected species within one mile of the project study area
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 (de listed) from the Federal List of Threatened and Endangered wildlife This delisting took
effect August 8 2007 After delisting the Bald and Golden Eagle Protection Act (Eagle Act) (16
U S C 668 668d) became the primary law protecting bald eagles Surveys were conducted during
the April and May sites visits no nests were found within 660 feet of the project limits
82 Moratoria
An in stream work moratorium of February 15 to June 15 is required for Northeast Creek Poplar
Creek and Little Northeast Creek for anadromous fish species
90 Cultural Resources
The State Historic Preservation Office (HPO) requested surveys for historic structures in a memo to
NCDOT dated April 12 2005 A field survey of the Area of Potential Effects (APE) was conducted
in May 2005 by an architectural historian The results were that there are no National Register listed
or National Register eligible properties within the APE for this project Copies of
HPO s letter and the concurrence form are included in Appendix A of the EA
In the same memorandum dated April 12 2005 HPO determined that it is unlikely that any
archaeological resources that may be eligible for inclusion in the National Register of Historic Places
will be affected by the project They therefore recommend that no archaeological investigation be
conducted in connection with this project
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
111 Avoidance and Minimization
All jurisdictional features were delineated field verified and surveyed within the corridor for U
3810 Using these surveyed features preliminary designs were adjusted to avoid and /or minimize
R

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
• Grass Swale treatment will be attempted in areas where flat slopes can be maintained
• Proposed culverts will be buried 1 ft to provide for fish passage
• Cross pipes in Jurisdictional streams will be buried 1ft for all pipes
• All wetlands will receive diffused flow
• NCDOT will implement Best Management Practices for Bridge Demolition and Removal
• Special Sediment Control Fence will be used were applicable
• NCDOT will implement the Guidelines for Avoiding Impacts to the West Indian Manatee
Precautionary Measures for North Carolina Waters
• The use of hand clearing rather than mechanized clearing where possible
• An in- stream work moratorium of February 15 to June 15 is required for Northeast Creek Poplar
Creek and Little Northeast Creek for anadromous fish species
• Bridges will be constructed using top down construction
• The proposed bents are in line with the existing bridges bents in order to prevent additional
blockage
• The tail ditch at Sta 118 +00 —L Lt will be removed along with the outlet pipe and a new pipe
will be added connecting structure 335 to structure 336 This will eliminate the ditching into
wetlands The lateral ditch at this site will be widened accordingly
• Bank stabilization at outlet of culverts is not in the stream bed banks only
• 3 1 slopes in Jurisdictional areas
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 wetlands and surface
waters will be offset by compensatory mitigation provided by the on site mitigation and EEP
Table 4 enumerates stream impacts and mitigation required per USACE and NCDWQ requirements
Of the 2 54 acres of permanent wetland impacts 176 will be provided by on site mitigation EEP
will provide mitigation for the remaining 0 78 acre of permanent wetland impacts USACE does not
require mitigation for bank stabilization and NCDWQ does not require mitigation for less than 150

ft of impacts per stream As a result
required by NCDWQ as shown below
mitigation See Attached Mitigation
additional information
stream mitigation required by USACE exceeds the amount
in Table 4 Therefore the EEP will provide 2 280 feet of
Plan Permit Drawings and EEP Acceptance Letter for
Table 4 U 3810 Surface Water Mitigation Re uirements
Permit
USACE
NCDWQ
Drawing
Waterbody
Permanent
Bank
Mitigation
Mitigation
Site
Labeled in EA
(ft)
Stabilization
Requirement
Requirement
Number
(ft)
2 1
1 1
I
Stream 1 / UT 1
121
116
242
237
Northeast Creek
2
Stream 4 /
86
0
172
0
Northeast Creek
3
Stream 5/ UT 4
88
0
176
0
Northeast Creek
4
Stream 6 /
290
28
580
318
Popular Creek
5
Stream 7 / Little
36
0
72
0
Northeast Creek
6
Stream 8 / UT 1
209
73
418
282
Mott Creek
8
Stream 10 / Mott
45
66
90
0
Creek
11
N/A
110
26
220
0
12
Ditch
155
0
310
155
Totals
1,140
1 309
2,280*
992
* Mitigation required by USACE exceeds the amount required by NCDWQ
120 Indirect and Cumulative Effects
The 2007 ICE concluded that low to moderate indirect and cumulative effects are expected from the
proposed project The widening of Piney Green Road will directly improve traffic safety and
congestion It is not anticipated to affect land use or development patterns The corridor has a well
established development pattern that is reinforced by existing planning documents that recognize and
support the proposed widening of Piney Green Road Further any complimentary development that
may be stimulated by the proposed project will be subject to NC Division of Coastal Management
development requirements
130 Regulatory Approvals
Section 404 Application is hereby made for a USACE Individual 404 Permit as required for the
above described activities
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

CAMA NCDOT requests that the proposed work be authorized under a Coastal Area Management
Act Mayor Development Permit The landowner receipts are provided with this permit application
The return receipts will be forwarded once they have been received Authorization to debit the $570
Permit Application Fee from WBS Element 34528 1 1 is hereby given
A copy of this permit application and its distribution list will be posted on the NCDOT website at
http / /www ncdot org /doh/preconstruct/pe /neu/permit html
If you have any questions or need additional information please contact Chris Manley at 919 707
6135 or cdmanley @ncdot gov
Sincerely
@ Gregory J Thorpe Ph D Manager
Project Development and Environmental Analysis Unit
cc
NCDOT Permit Application Standard Distribution List
L

STORMWATER MANAGEMENT PLAN
November 5, 2010
Project 35801 1 1
TIP No U3810
County Onslow
Hydraulics Project Manager Jonathan Scarce PE (Mulkey Engineers and Consultants)
NCDOT Hydraulics Project Engineer Andrew Nottingham, PE ( NCDOT Hydraulics Unit)
Project Description
The project U 3810 consists of widening SR 1406 (Piney Green Road) to a four lane median
divided facility from NC 24 (Lejune Boulevard) to US 17 (Marine Boulevard) in Onslow
County The overall project length is 6 604 miles
Environmental Description
The project is located in the White Oak River Basin, and within a CAMA county The White
Oak River Basin does not currently have buffer regulations There are six mayor drainage
structures on the project that cross jurisdictional streams Northeast Creek is listed on the
NCDENR classifications list as NSW (Nutrient Sensitive Waters) SC (Secondary Recreation
Tidal Salt Water) waters and is listed on the 303(d) list for impaired streams The impairment
for the 303(d) Streams is mercury Little Northeast Creek is listed on the NCDENR
classifications list as NSW C (Secondary Recreation Waters) and is listed on the 303(d) list for
impaired streams The Tributary to Northeast Creek Tributary listed on the NCDENR
classifications list as NSW and SC waters Poplar Creek is listed on the NCDENR
classifications list as NSW C waters Two of the structures cross two different Mott Creek
Tributaries, both are listed on the NCDENR classifications list as NSW C waters Neither High
Quality Waters (HQW) Water Supplies (WS I or WS 11) nor Outstanding Resource Waters
(ORW) occur within 1 0 mile of the project
Roadway Description
The proposed roadway cross section is a 4 lane facility consisting of a 12 foot inside travel lanes
and a 14 foot outside travel lanes, there will be 1 6 Curb and Gutter on the inside travel lanes
and 2 6' Curb and Gutter on the outside travel lanes and a 23 grassed median The project
drainage system will consist mainly of storm systems that will be used to pick up drainage along
the curb and gutter and outlet the drainage at the toe of the fill slopes (or into ditches) Ditches
will not be used in the wetlands, so storm systems will be outleted onto np rap pads in the
wetlands in lieu of ditches in order to dissipate the stormwater
Best Management Practices and Mayor Structures
The primary goal of Best Management Practices (BMP s) is to prevent degradation of the states
Page 1 of 3

M
U 3810 Stormwater Management Plan
11/05/2010
surface waters by location construction and operation of the highway system The BMP s are
activities, practices and procedures taken to prevent or reduce stormwater pollution The BMP
measures used on this project to reduce stormwater impacts are
• Mayor Structures
➢ A six span bridge will be placed from —L Station 83 +25 00 to —L Station
86 +30 00 This bridge will parallel existing bridges #118 and #119 The existing
and proposed bridges both have bents in the stream channel The proposed bridge
will be constructed by top down methods in order to reduce impacts to
Northeast Creek and surrounding wetlands Deck drains will be placed from —L
Sta 84 +04 to Sta 85 +56 to reduce the spread to an acceptable width at the
beginning of the bridge In order to avoid direct discharge into the stream no
scuppers will be placed over the actual stream channel Two 72 floodplain
pipes, needed for hydraulics will be placed under the proposed bridge and
between the two existing bridges In order to reduce impacts due to the additional
fill from the roadway and bridge 3 1 slopes were used in this area
➢ A three span bridge will be placed from —L Sta 233 +71 50 to —L Sta
234+9650 This bridge will parallel existing bridge #121 The existing and
proposed bridges both have a bent in the channel and a bent in wetlands The
proposed bridge will be constructed by top down methods in order to reduce
impacts to Little Northeast Creek and surrounding wetlands In order to reduce
impacts due to the additional fill from the roadway and bridge 3 1 slopes were
used in this area Three 36 floodplain pipes needed for hydraulics will be placed
line back of the bridge There will be a wetland mitigation site at the inlet end of
the floodplain pipes The natural ground will be excavated in order to provide the
wetland mitigation area This wetland mitigation area will help filter storm water
runoff from the project
➢ A 1 @9 x8 RCBC will be placed at —L Station 51 +68 on the Tributary to
Northeast Creek Tnbutary in order to replace the existing 87 x63 corrugated
metal pipe arch The culvert inverts will be buried one foot below the existing
stream bed for fish passage
➢ A 3 @10'x9 RCBC will be placed at —L Station 167 +39 on Poplar Creek in
order to replace the existing 2 @9 x8 RCBC The culvert inverts will be buried
one foot to provide a natural stream bed for fish passage This site will have a
detour structure upstream of the existing culvert The detour structure will consist
of two 84 CMP pipes with a temporary headwall The proposed structure s 2
outside culvert barrels will both be benched and have a 2 foot sill at the inlet end
which will provide conveyance for overflow The center culvert barrel will
maintain the normal or low flow
Page 2 of 3

U 3810 Stormwater Management Plan
11/05/2010
➢ A I@ 11 x7 RCBC will be placed at —L Station 274 +68 on Mott Creek
Tributary in order to replace the existing 2 @60' RCP The culvert inverts will be
buried one foot to provide a natural stream bed for fish passage
➢ A new 1 @9 x8 RCBC will be placed at —L Station 329 +70 on Mott Creek
Tributary in order to replace the existing 66 RCP The culvert inverts will be
burred one foot to provide a natural stream bed for fish passage
• Rip Rap Pads
Rip Rap pads will be used in order to dissipate energy and reduce velocities at
pipe outlets and ditch outlets into the wetlands These structures are located
throughout the project
Preformed Scour Holes at Pipe Outlets
Preformed scour holes will be used in order to dissipate energy, reduce velocities
and allow sheet flow at pipe outlets where grass lined ditches were not used
These structures are located throughout the project
Grassed Lined and Rip Rap Lined Ditches
Grass lined ditches will used in order to filter pollutants from highway runoff and
allow diffused flow as well as non erosive velocities prior to entering the
wetlands Rip rap will be used in ditches where warranted to prevent erosion
These ditches will end prior to entering the wetlands in most cases These
structures will also be used to carry stormwater to existing channels or streams
The ditch side slopes used on these ditches are 3 1 or flatter Grass lined and np
rap lined ditches are used throughout the project
• The use of 3 1 or flatter slopes in roadside ditches and in roadway fill slopes and cut
slopes
• Storm drainage systems have been designed to avoid direct discharge into streams as
much as possible
Page 3 of 3

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FINAL
Minutes of Interagency 4B Hydraulics Design Review
Project U 3810, Onlsow County
Held on October 15, 2008
Team Members Andrew Nottingham
NCDOT Hydraulics Unit (absent)
Jeff Reck
Mulkey Inc (present)
Brad Shat er
USACE (present)
Gary Jordan
USFWS (present)
Travis Wilson
NCWRC (present)
David Wainswright
NCDWQ (present)
Kathy Matthews
EPA (present)
Steve Sollod
NCDCM (present)
Stephen Lane
NCDCM (present)
Donnie Brew
FHWA (present)
David Harris
REU (absent)
Roger Thomas
NCDOT Roadway (present)
Omar Azizi
NCDOT Structures (present)
Brian Yamamoto
PDEA (present)
Chris Rivenbark
NEU (present)
Joe Blair
NCDOT Division 3 (present)
Participants Amy Billings
NCDOT Hydraulics Unit
Joe Dudeck
Mulkey Inc
Sam St Clair
NCDOT Roadway
Dena Snead
NCDOT Roadway
Tun Coggins
NCDOT Structures
Mason Herndon
NCDOT Division 3
Amy Simes
NCDENR
An Interagency 4B Hydraulics Design Review meeting was held on October 15 2008 at 10 00 am in the
NCDOT Century Center Hydraulics Conference Room The purpose of the meeting was to discuss the
environmental impact concerns that may be encountered while completing the hydraulic design that will be
provided by Mulkey Engineers and Consultants for U 3810
The following is a brief summary of the discussions on the project
Introductions were initiated by Amy Billings Introductions were made by all in attendance A
summary of the discussions during these opening remarks are summarized below
Jeff Reck proceeded with the review of the project
General
• All waters within the project are either Class C (suitable for aquatic life propagation and
survival fishing wildlife secondary recreation and agriculture) `NSW (Nutrient Sensitive
Waters) or SC (salt waters protected for secondary recreation) `NSW (Nutrient Sensitive
Waters)
• Project falls within the White Oak River Basin and riparian buffer rules are not applicable
• Grass Swale treatment will be attempted in areas where flat slopes can be maintained
• Pre formed scour holes will also be utilized as treatment measures where feasible

• Proposed culverts will be busied 1 ft to provide for fish passage
• Cross pipes in jurisdictional stre ims will be buried 1 ft for all pipes
Sheets 4, 5, & 6
• No jurisdictional streams or wetlands therefore no impacts
Sheet 7
• Proposed design will have a 9 x 8 reinforced concrete box culvert (buried 1 ) replace the
existing 87 x 63 CMPA
• Agencies agreed to the layout presented
Sheet 8
• No jurisdictional streams or wetlands therefore no impacts
• Grass Swale treatment will be attempted at storm drain outlets
Sheet 9
• Wetland impacts — North and South of proposed road improvement due to additional fill from
bridge and roadwa3
• All wetlands will receive diffused flow
• Proposed bridge will match existing bridge low steel or slightly higher
• Roadway looked at three options here to minimize impacts to wetlands The three options were
1) retaining wall 2) rock plating side slopes and 3) geogrid reinforced fill slopes Geotech felt all
options are viable but the retaining wall would be the most expensive option
• Retaining walls were not a good option due to fill heights being so low and high cost
• Geotech thought that both rock plating and using typical 3 1 side slopes were both good options
• Rock plating would be an expensive cost for only slightly decreasing impacts to wetlands
• Agencies agreed to retain 3 1 slopes
Sheets 10
• A dry detention pond will be used for treatment at station 89 +00 LT —L
• This pond will be mostly built on NCDOT property and will require some additional ROW
• Agencies had no comment
Sheet 11
• No jurisdictional streams or wetlands therefore no impacts
Sheet 12
• A special junction box will bring the two tributaries at 119 +00 LT —L together and outlet into
tributary on south side of Piney Green Road This causes stream and wetland impacts
• Roadway fill will cause impacts to wetlands in this area
• Even though a junction box is used here the pipe should still be buried 1

• It was noted that these was lots of new deN elopment on the opposite side of the school and
pipes would be sized by zoning areas
Sheets 13 & 14
• No Jurisdictional streams or wetlands therefore no impacts
Sheet 15
• All wetlands will receive diffused flow
• Impacts to wetlands and stream are caused by roadway fill and proposed culvert
• Two options for the proposed stream crossing were discussed
• The stream crossing has a different type of stream upstream and downstream
• The first option discussed is to extend the culvert at the current location A No Rise
certification from FENIA may not be possible untli this option It is preferred to ha-,e culverts
buried Surface water is currently backed up in culvert The drop structure within the culvert
was not an issue with the agencies
• The second option discussed is to ha-, e a new culvert about 30 40 hne ahead of the existing
culvert The existing culvert can be maintained during construction of new structure A new
culvert will have additional impacts to stream and wetlands Maintaining traffic will be difficult
with culvert construction
• Extending the existing culvert is preferred by all agencies
• Travis Wilson (NCWRC) said that the 5 drop in the culvert extension should be noted in the
401 permit
Sheets 16,17,18, & 19
• No Jurisdictional streams or wetlands therefore no impacts
Sheet 20
• The proposed bridge will replace the existing bridge at the same location and with the same low
steel
• Grass swale treatment will be attempted at storm drain outlets
• Pre formed scour holes are located hne back of the bridge
• The existing storm system line ahead on the right will be retained
• Agencies agree with the impacts to wetlands from the rip rap pads within the wetlands line ahead
left of the bridge
• Roadway looked at three options here to minimize impacts to wetlands The three options were
1) retaining wall 2) rock plating side slopes and 3) geogrid reinforced fill slopes Geotech felt all
options are viable but the retaining wall would be the most expensive option
• Roadway design investigated these fill slopes around bridge versus using geogrid and determined
that 3 1 slopes were the best option The difference in impacts was minimal Agencies agreed to
use 3 1 side slopes
• Line ahead right of the bridge has a direct discharge from the apartment complex Hydraulics
looked at bucking grade here and tying to the existing system This was not feasible since the
pipe would need to be replaced and upsized

• The site to the Northeast of the bridge was noted as a mitigation site for NCDOT This area
may need to be a little larger The impacts due to this project (approximately 0 10 acre) will be
mitigated on the NCDOT site as a 2 1 or 3 1 ratio
Sheet 21
• Grass swale treatment will be attempted at storm drain outlets
• All wetlands will receive diffused flow
• Impacts to wetlands and stream are caused by roadway fill
Sheet 22
• No jurisdictional streams or wetlands therefore no impacts
Sheet 23
• The proposed structure is an 8 x 7 RCBC on new location line ahead of the existing 2 @ 54
RCP
• The proposed structure will cause additional stream impacts
• Additional channel work is needed to realign the stream
• Grass swale treatment will be attempted SW of the proposed structure
• Inlet side is being maintained and outlet side is being realigned to line up better with channel
• This will be staged construction and may require additional impacts to maintain traffic
• All agencies agree with this option
Sheet 24
• The existing 36 RCP will be replaced with a 48 RCP (this is not a jurisdictional stream)
• This will cause the entire wetland area around 285 +50 LT —L to become a total take for
impacts
Sheets 25 & 26
• No jurisdictional streams or wetlands therefore no impacts
Sheet 27
• The proposed 9 z 7 RCBC (buried 1) will replace the existing cross pipe at the same location
• This crossing is a jurisdictional stream
• During construction flow will be maintained by a suspended bypass pipe within the culvert
• All agencies agree with this option
The meeting was adjourned at 1100 a in

Subject
Team Members
Meeting Minutes from 4C Permit Drawings Review
March 16 2011 for U 3810 in Onslow County
Brad Shaver USACE
Gary Jordan USFWS
Travis Wilson NCWRC
Steve Sollod NCDCM
Stephen Lane NCDCM
David Wainwright NCDWQ
Chris Militcher USEPA
Ron Lucas FHWA
David Hams REU
Rekha Patel Roadway
Omar Azizi Structure
Brian F Yamamoto PDEA
Chris Riverbark NEU
Jackson Provost Division 3
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(absent)
(present)
(absent)
(present)
(present)
(present)
Participants
Andrew Nottingham NCDOT Hydraulics
Travis Wilson, NCWRC
Gary Jordan, USFWS
Ron Lucas FHWA
Tim Coggins Structure Design
Rekha Patel, Roadway Design
Manssa Rodman NCDOT NEU
Steve Sollod, NCDCM
Stephen Lane NCDCM
Sam St Clair NCDOT RDU
David Wainwright, NCDWQ
Randy Griffin, NCDOT NEU
Chris Riverbank NCDOT NEU
Brian Yamamoto NCDOT PDEA
Mark Staley, NCDOT REU
Jonathan Scarce, Mulkey E & C
Matthew Harvey Mulkey E & C
Chris Manley, NEU
Stonewall Mathis NCDOT
Brad Shaver, USACE
Jackson Provost, NCDOT Division 3
Chris Militcher EPA
Introductions were initiated by Andrew Nottingham Introductions were made by all in
attendance Jonathan Scarce proceeded with the review
General
• All waters within the project are either SC or C All are on the 303d list for mercury
impairment The 303d part was discussed and it was decided to leave the listing in the
SWMP, although all streams in NC now carry this classification
• Project falls within the White Oak River Basin in which riparian buffer rules are not
applicable
• The project has six mayor structures The mayor structures consist of 2 bridges and 4
culverts
• Impact sites that are difficult to read will have an additional 50 scale plan sheet of the
actual impact area in order to see the impacts more clearly

• All utilities will be moved to the northern side of the project throughout the entire
length of the project Utility impacts will be presented in a separate set of permit
drawings to be done by others
Sheet 7 (Site 1)
• Impacts in surface water from the proposed 1 @9 x8 RCBC
• Rip rap at inlet and outlet is not in the stream, banks only and serves as bank
stabilization
• The special lateral base ditch at the outlet of structure 153 will have a np rap at
embankment detail added to the outlet of ditch Also, more np rap symbols will be
shown in the ditch
• The USACE questioned the slope of proposed culvert and whether or not it matched
the true channel slope There appears to possibly be a scour hole downstream This
will be venfied by the USACE during an upcoming site visit The proposed culvert
slope may not be able to be adjusted due to design constraints needed to reduce the
potential for flooding at an upstream home The culvert outlet elevation currently
proposed is also needed to ensure the culvert is buried 1 foot to allow for fish passage
Sheet 9 (Site 2)
• Excavation in wetlands impacts in surface waters and mechanized clearing from the
special lateral base ditch and np rap at embankment at Sta 83 +35 —L Lt The
proposed ditch is set at minimum grade to reduce impacts into wetlands
• Permanent fill in wetlands from roadway fill from Sta 79 +00 to 83 +50 —L Rt
• Bridge over Northeast Creek
• Bridge will be constructed using top down construction
• Hand clearing of the wetlands under the bridge
• Surface water impacts at the first and last bent The proposed bents are in line
with the existing bridges bents, in order to prevent additional blockage
• The impacts due to the bents are not shown correctly in the impact summary
table (In addition — Structures will need to be contacted to provide correct
impact at bents located in the stream and wetland area )
• 2 @72 RCP Floodplam pipes located in between the existing bridges and were
required for the MOA
o Excavation in wetlands is proposed at the inlet and outlet of the pipes The
bridge excavation needed for maintenance will be shaded in the plan view
Sheet 10 (Site 2 cont'd)
• The stormwater detention basin proposed at Sta 88 +20 —L- Lt was removed after
Geotech determined that the depth of the basin would be lower than the seasonal high
water table The basin was replaced by an energy dissipator pad which will reduce
the water velocity entering the wetland down to 2 fps

Sheet 12 (Site 3)
• On the inlet end there will be permanent fill in wetlands from the proposed 36 and
42 pipes Two pipes were needed in order to avoid additional impacts in the
wetlands that would have resulted from ditching the two channels into one
• On the outlet end there will be impacts to surface waters from the proposed 48 pipe
• The tail ditch at Sta 118 +00 —L Lt will be removed along with the outlet pipe, and a
new pipe will be added connecting structure 335 to structure 336 This will eliminate
the ditching into wetlands The lateral ditch at this site will be widened accordingly A
Preformed Scour Hole option was discussed but could not be used at the original
location due to current topography and elevation constraints
Sheet 15 (Site 4)
• The culvert construction sequence was revised in order to reduce impacts
• The culvert phasing plan and profiles will be added to the permit package to provide a
better understanding of the impacts
• Permanent fill in wetlands from roadway fill
• Temporary fill from the stilling basin required for the culvert phasing The location
of the stilling basin may be moved to either a location closer to the proposed fill slope
and under anticipated areas of unavoidable impact, or at the outlet of the existing
culvert and on a hillside The Division and the Agencies plan to look at in the field
during an upcoming April 6t1' field review
• Fill in surface water due to the stream realignment associated with the relocation of
the existing crossing Also temporary excavation in wetlands due to the temporary
diversion channel utilized for construction phasing near the inlet
• In addition, cross hatching for excavation in wetlands needs to include the area of the
proposed channel bed at the culvert outlet
Sheet 20 & 21 (Site 5)
• Bridge over Little Northeast Creek
o Bridge will be constructed using top down construction
o Hand clearing of the wetlands under the bridge
o Fill in wetland impacts at the first bent and fill in surface water impacts at the
last bent The proposed bents are in line with the existing bridges bents in
order to prevent additional blockage
o The impacts due to the bents are not shown correctly in the impact summary
table (In addition — Structures will need to be contacted to provide correct
impact at bents located in the stream and wetland area)
• The permanent wetland mitigation area will be revised and there will be two different
planting zones, due to the utility easement The wetland mitigation acreage may
change
• The floodplam pipe inverts have been raised There was a concern about the wetlands
being drained The np rap at the floodplam pipe outlets will be removed
• Permanent fill in wetlands from roadway fill from Sta 234 +75 to 242 +32 —L Lt
• The NEU lines need to be turned off on all the drawings, and the normal water surface
(NWS) lines shown At Site 5 label NWS & wooden bulkhead

After the 4c meeting, the USACE and NEU reviewed the previous permit and
mitigation plan associated with old bridge replacement project (B 5128) at this site
and determined that the new impacts to the NE of Little NE Creek appear to be within
the old temporary detour area with the exception of a small 0 08 acre creation area
Therefore it was determined that the new impacts at this site would not need to be
mitigated at a higher rate based on previous mitigation work
Sheet 23 (Site 6)
• Fill in surface water due to the stream realignment associated with the relocation of
the existing crossing
• The existing 54 RCP line back will be retained and have a proposed storm system
tied to it The existing 54 RCP line ahead will be removed
• Bank stabilization at outlet is not in the stream bed, banks only
Sheet 24 (Site 7)
• Existing 36 RCP replaced by 42 RCP
• From the 4B Meeting the wetland at the inlet of Site 7 will need to be shown as a total
take
Sheet 27 (Site 8)
• Impacts in surface water from the proposed 1 @9 x8 RCBC
• Grass lined ditches tie into the outlet of the proposed structure The grass lined
ditches filter pollutants from roadway runoff prior to entering the stream
• Make sure NEU JS lines are turned off
Meeting Adjourned

On -site Mitigation Plan
SR 1406 (Piney Green Road) from NC 24 to US 17
Jacksonville, Onslow County, North Carolina
T I P Number U -3810
WBS No 3580111
February 7, 2012
10 BASELINE INFORMATION
The North Carolina Department of Transportation (NCDOT) will perform on site mitigation for
unavoidable jurisdictional impacts associated with Transportation Improvement Program (TIP)
U 3810 the widening of SR 1406, Piney Green Road from NC 24 to US 17 The onsite
mitigation site will provide for 105 acres of riparian wetland restoration and 7 87 acres of
riparian wetland preservation
The site is located within USGS Hydrologic Cataloging Unit 03030001 and NC Division of
Water Quality (NCDWQ) sub basin 03 05 02 of the White Oak River Basin The site is located
immediately east of SR 1406 Piney Green Road in Jacksonville Onslow County, on land that is
entirely owned by the North Carolina Department of Transportation Adjacent land uses are
mainly residential with scattered commercial zones, fragmented forests and large riparian forest
systems on both sides of Piney Green Road
Two jurisdictional features are associated with the roadway project area Little Northeast Creek
which is a 303(d) listed tributary of Northeast Creek and the adjacent Cypress Gum Swamp
community located within the floodplam of Little Northeast Creek Little Northeast Creek has
been assigned Stream Index Number 19 16 2 with a classification of C NSW The Cypress Gum
Swamp community (Wetland #5 in the NRTR) has a NCDWQ rating of 93 It is classified as a
nverme swamp forest according to the NC Wetland Assessment Method
The U 3810 Natural Resources Technical Report dated January 2006 provides further details
concerning existing roadway and project study area conditions
2 0 SITE SELECTION
The mitigation site is immediately adjacent to a section of Piney Green Road that will be
widened for the proposed TIP U 3810 east of roadway L Sta 222 +68 to 233 +71 50
Currently the site is characterized in the Natural Resource Technical Report as a
maintained/disturbed upland community The site consists of old fill in an area that was
previously cypress gum swamp wetland The fill varies in depth from 1 to 5 feet and extends out
to the bank of a tributary to Little Northeast Creek
A Dual Utility Easement (DUE) containing both overhead power lines and a sewer line runs
parallel to Piney Green Road and crosses the westernmost portion of the mitigation site

3 0 SITE PROTECTION INSTRUMENT
The mitigation site is located within the NCDOT Right of Way for the project It 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 onsrte mitigation is to offset impacts due to construction of U 3810 by
restoring the adjacent wetland system to its natural conditions This will be achieved through
restoration of 105 acres and preservation of 7 87 acres of riparian wetland in the floodplain of
Little Northeast Creek
5 0 MITIGATION WORK PLAN
The site will be constructed in conjunction with the construction of U 3810 The restoration of
the wetland area will be accomplished via excavation of the fill material out to the bank of the
tributary of Little Northeast Creek The site will be graded to match the target elevations in the
adjacent wetland
Approximately 0 91 acres of the 105 acre restoration area will be reforested to match the
existing species composition of the adjacent riverine swamp forest preservation area The area
will be planted at a density of 680 stems per acres of bare root seedlings of a mixture of swamp
tupelo (Nyssa sylvatica var biflora) bald cypress (Taxodium distichum) green ash (Fraxinus
pennsylvanica) water tupelo (Nyssa aquatic) and tulip poplar (Liriodendron tulipifera) The
northern bank of the tributary to Little Northeast Creek will be planted on three foot centers with
live stakes of silky dogwood (Cornus amomum) and black willow (Salix ragra) This area is
represented by cross hatching on the attached figure
The remaining 0 14 acres of the restoration area is within the DUE This area represented by
diagonal hatch on the attached figure, will be seeded using a native wetland seed mix typical of a
non tidal freshwater marsh
No work will be performed within the 7 87 acre riverme swamp forest preservation area
See the attached figure for the specific locations of each mitigation area
The Natural Environment Unit shall be contacted to provide construction assistance to ensure
that the mitigation areas are constructed appropriately An as -built report will be submitted
within 60 days of completion of the project

6 0 PERFORMANCE STANDARDS
Success for vegetation monitoring within the restoration area is based on the survival of planted
woody vegetation and coverage of seeded herbaceous vegetation
NEU will be contacted during construction to provide oversight and ensure that the site is graded
to match the existing adjacent reference wetland elevation
Upon successful completion of construction, the following monitoring strategies are proposed for
the mitigation site NCDOT will document monitoring activities on the site in an annual report
distributed to the regulatory agencies
7 0 MONITORING REQUIREMENTS
No specific hydrological monitoring is proposed for the wetland restoration area 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
NCDOT shall monitor the restoration area by visual observation and photo points for seedling
survival and aerial cover of vegetation NCDOT shall monitor the site for a minimum of three
years or until the site is deemed successful Monitoring will be initiated upon completion of the
site planting
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 U 3810 NCDOT proposes the following riparian wetland
mitigation and ratios for the site 0 91 acres of riverme swamp forest restoration at 1 1 ratio
(0 91) 0 14 acres of non tidal freshwater marsh at 2 1 ratio (0 07) and 7 87 acres of riverine
swamp at a 10 1 ratio ( 78)
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 U 3810

n
10 0 GEOGRAPHIC SERVICE AREA
The proposed Geographic Service Area (GSA) for the mitigation area is composed of the 8 digit
Hydrologic Cataloging Unit (HUC) 03030001
110 MAINTENANCE PLAN
The 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 site will be managed by the NCDOT according to the mitigation plan 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 U 3810 to preserve the mitigation site
NCDOT has established funds for each project and within each Division to monitor the
mitigation site and to protect it in perpetuity

PROPERTY OWNERS
N kMES AND ADDRESSES
REFERENCE NO
N kMES
ADDRESSES
5
A G LEE OIL COMPANY INC
PO BOX 237
SMITHFIELD NC 27577
49
ADAM YAGER
405 PINEY GREEN ROAD
JACKSONVILLE NC 28546
51
CANDICE THOMPSON
104 MARION PLACE
JACKSONVILLE NC 28546
52
WILLIAM LOWDER
732 LYNCHBURG DRIVE
JACKSONVILLE NC 28546
73
DALE E JOHNSON
312 PEBBLE LANE
JACKSONVILLE NC 28546
74
ILENA GILBERT
567 PINEY GREEN ROAD
JACKSONVILLE NC 28546
75
CHARLES M SPENCER
1009 BEECH TREE ROAD
JACKSONVILLE NC 28546
85
WILLIE HALL
444 GRANTS CREEK ROAD
JACKSONVILLE NC 28546
86
RONALD MABEE
2476 NORTHWOODS AVE
JACKSONVILLE NC 28540
87
J&J REALTY INC
PO BOX 7252 /
JACKSONVILLE NC 28540
104
GEORGE HOWARD JR
100 PRESTON DR
JACKSONVILLE NC 28540
105
ONSLOW COUNTY
118 OLD BRIDGE STREE
JACKSONVILLE NC 28c/
NCD®
DIVISION OF HI/
ONSLOW Cc
PROJECT/
�SR 1406 (PINEY
FROM US 17/
TO NC 24/
Permit/
SHEET,,_ _� A/ 01

1
PROPERTY OWNERS
NAMES AND ADDRESSES
REFERENCE NO
NAMES
ADDRESSES
143
HOWARD AND SONS RENTALS
100 PRESTON DR
JACKSONVILLE NC 28540
146
CMS INC
PO BOX 5052
JACKSONVILLE NC 28540
147
W R WILLIS RENTALS
123 TIGER HILL DR
JACKSONVILLE NC 28546
148
KENNETH DIXON
2121 KINSTON HWY
RICHLANDS NC 28574
173
HOYT T MARTIN
1551 PINEY GREEN ROAD
JACKSONVILLE NC 28540
174
WHITE OAK RIVER
2705 WHITE OAK RIVER ROAD
ROAD INVESTMENTS
MAYSVILLE NC 28555
175
CATHERINE S AMAN
122 OLD 30 ROAD
JACKSONVILLE NC 28546
208
TOMMY MORTON JR
1844 ]PINEY GREEN ROAD
JACKSONVILLE NC 28546
210
NCDOT
306 DIVISION DRIVE
WILMINGTON NC 28401
3305 MEADOW RUN DRIVE
211
ANNETTE MCKNIGHT
DURHAM NC 27707
5000 STENTON AVE
215
MCLARRY HUMPHREY
PHILADELPHIA PA 19144
Shee0LLl—of®

Y
I �
I
i
i
PROPERTY OWNERS
NAMES AND ADDRESSES
REFERENCE
NO NAMES
ADDRESSES
216
DALE VENTERS
2043 PINEY GREEN ROAD
JACKSONVILLE NC 28540
2195 PINEY GREEN ROAD
253
TONY PEARSON
JACKSONVILLE NC 28540
254
ONSLOW CARTERET PROPERTIES
PO BOX 7287
JACKSONVILLE NC 28541
264
BETSY ALBRIGHT
2273 PINEY GREEN ROAD
MIIDWAY PARK NC 28544
266
EIDITH ADAMS
2282 PINEY GREEN ROAD
MIIDWAY PARK NC 28544
323
GEORGE WAHINGTON
108 BURNETTE STREET
LIVING HEIRS
JACKSONVILLE NC 28546
324
PINEY GREEN (DEVELOPERS
PO BOX 1685
JACKSONVILLE NC 28540
322
TOMMY MORTON JR
2626 PINEY GREEN ROAD
MIIDWAY PARK NC 28544
325
BOBBY MORTON
1212 DECATUR ROAD
JACKSONVILLE NC 28540
..r
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„� Ecosyvstem
if tLne,- f it l�
PROGRAM
March 27 2012
Mr Gregory J Thorpe PhD
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Cal olina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
U 3810 SR 1406 (Piney Green Road) from NC 24 to US 17 Onslow County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and iiparian wetland mitigation for the subject project Based on the information supplied by
you on March 26 2012 the impacts are located in CU 03030001 of the White Oak River basin in the Southern
Outer Coastal Plain (SOCP) Eco Region and are as follows
White Oak
Stream
Wetlands
Buffer (Sq Ft)
03030001
Non
Coastal
SOCP
Cold
Cool
Warm
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts
(feet/acres)
0
0
1 140
0 78
0
0
0
0
EEP commits to implementing sufficient compensatory stream and riparian wetland mitiL ition credits to
offset the impacts associated with this project as determined by the regulatory igencies in accord nice �r ith the N C
Department of Environment and Natural Resouices Ecosystem Enhancement Program In Lieu Fee Instrument
dated July 28 2010 If the above referenced impact amounts arc, revised then this mitigation dc,cEptdnce letter iA ill
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
Micha hson
EEP Deputy Director
cc Mr Brad Shaver USACE— Wilmington Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands /401 Umt
File U 3810
Amt-ov<,i g Prot” 0" Std
L
NCDENR
North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 1 www nceep net

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
� �t �a * '9 Raleigh North Carolina 27636 3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus) also known as the Florida manatee is
a Federally listed endangered aquatic mammal protected under the Endangered Species
Act of 1973 as amended (16 U S C 1531 et seq ) and the Marine Mammal Protection Act
of 1972 as amended (16 U S C 1461 et seq ) The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes) The U S Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act
Adult manatees average 10 feet long and weigh about 2 200 pounds although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3 500 pounds Manatees are commonly found in fresh brackish or marine water habitats
including shallow coastal bays lagoons estuaries and inland rivers of varying salinity
extremes Manatees spend much of their time underwater or partly submerged making
them difficult to detect even in shallow water While the manatee s principal stronghold in
the United States is Florida the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October
To protect manatees in North Carolina the Services Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species
Implementation of these measure will allow in water projects which do not require blasting
to proceed without adverse impacts to manatees In addition inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act will expedite the Service s review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act These measures include
1 The project manager and /or contractor will inform all personnel associated with the
project that manatees may be present in the project area and the need to avoid any harm
to these endangered mammals The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in shallow water All construction personnel will be
informed that they are responsible for observing water related activities for the presence
of manatees
2 The project manager and /or the contractor will advise all construction personnel that

there are civil and criminal penalties for harming harassing or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act
3 If a manatee is seen within 100 yards of the active construction and /or dredging
operation or vessel movement all appropriate precautions will be implemented to ensure
protection of the manatee These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment Activities will not resume until the manatee has departed the project area on
its own volition (i a it may not be herded or harassed from the area)
4 Any collision with and /or injury to a manatee will be reported immediately The report
must be made to the U S Fish and Wildlife Service (ph 919 856 4520 ext 16) the
National Marine Fisheries Service (ph 252 728 8762) and the North Carolina Wildlife
Resources Commission (ph 252 448 1546)
5 A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator The sign should state
CAUTION The endangered manatee may occur in these waters during the warmer
months primarily from June through October Idle speed is required If operating
this vessel In shallow water during these months All equipment must be shutdown
if a manatee comes within 50 feet of the vessel or operating equipment A collision
with and /or injury to the manatee must be reported immediately to the U S Fish and
Wildlife Service (919 856 -4520 ext 16) the National Marine Fisheries Service
(252 728 8762) and the North Carolina Wildlife Resources Commission
(252 448 1546)
6 The contractor will maintain a log detailing sightings collisions and /or injuries to
manatees during project activities Upon completion of the action the project managerwill
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service s Raleigh Field Office
7 All vessels associated with the construction project will operate at no wake /idle speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom All vessels will follow routes of deep water whenever possible
8 If siltation barriers must be placed in shallow water these barriers will be (a) made of
material in which manatees cannot become entangled (b) secured in a manner that they
cannot break free and entangle manatees and (c) regularly monitored to ensure that
manatees have not become entangled Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat
Prepared by (rev 06/2003)
U S Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh North Carolina 27636 3726
919/856 -4520

Figure 1 The whole body of the West Indian manatee may be visible in clear water but
in the dark and muddy waters of coastal North Carolina one normally sees only a small
part of the head when the manatee raises its nose to breathe
ATa
Illustration used with the permission of the North Carolina State Museum of Natural Sciences
Source Clark M K 1987 Endangered Threatened and Rare Fauna of North Carolina Part I
A re evaluation of the mammals Occasional Papers of the North Carolina Biological Survey 1987
3 North Carolina State Museum of Natural Sciences Raleigh NC pp 52

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R/W REV !12120110/ REDUCED R/W AND REMOVED TCE ON PARCELS 219 2218, 222 MODIFIED PUE ON PARCEL 219 & MODIFIED POE ON PARCEL 222 SIS
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