20120040 Ver 1_Application_20120313

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STATE OF NORTH CAROLINA
—� DEPARTMENT OF TRANSPORTATION�td�;��
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
January 4, 2012
U S Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890 2 0 1 2 0 0 4 0
Wilmington NC 28402 -1890
ATTN Mr Ronnie Smith
NCDOT Division 8 Coordinator
SUBJECT Application for Section 404 Indi<viidual Permit and Section 401
Individual Water Quality Certification for the proposed replacement of
Bridge No 2 on US 15 /501 over CSX Transportation in Aberdeen, Moore
County, Division 8 Federal Aid Project No BRSTP — 15(11), State
Project No 8 1560701, WBS Element No 33222 1 1 T I P Project No
B 3680
Debit $570 00 from WBS Element No 33222 1 1
Dear Sir
The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge
No 2 on US 15/501 over CSX Transportation in Aberdeen, Moore County The proposed
bridge will be on a new alignment southwest of the existing bridge The new bridge
alignment is a result of the re configuration of the US 1/ US 15 /501 intersection that is
also associated with this project The new intersection will be relocated along US 1 to the
southwest of the existing intersection and will result in a new road alignment along US
15 /501 between the intersection with US 1 and a terminus approximately 2 360 feet
southeast of the intersection with US 1 In addition to the proposed bridge replacement
both a four barrel, 12 -foot by 11 foot Reinforced Concrete Box Culvert (RCBC) along
Aberdeen Creek and a two barrel, 12 foot by 11 -foot RCBC dust southeast of the four
barrel culvert, will be installed along the new road alignment A five lane, curb and gutter
roadway section is proposed for this project Due to the intersection re- configuration, the
roadway pavement, 5 foot by 5 -foot box culvert, and a majority of the roadway fill
associated with the existing alignment of US 151501 between the US 1 intersection and
the existing bridge will be removed Wetland restoration will occur in the area where the
roadway fill and pavement are being removed and the stream will be restored where the
existing culvert is being removed
MAILING ADDRESS
PHYSICAL ADDRESS
N C DEPARTMENT OF TRANSPORTATION TELEPHONE [phone]
CENTURY CENTER - BUILDING B
PDEA- NATURAL ENVIRONMENT SECTION
1020 BIRCH RIDGE DR
1598 MAIL SERVICE CENTER FAX [phone]
RALEIGH NC 276104328
RALEIGH NC 27699 1598
WEBSITE WWW NCDOT ORG

In addition to this cover letter the application packet for this project consists of the ENG
Form 4345, Wetland and Stream Restoration Plan North Carolina Ecosystem
Enhancement Program (NCEEP) acceptance letter, minutes for the June 18 2009 and
October 29, 2009 National Environmental Policy Act (NEPA) /404 Merger Team
Meetings for Concurrence, Concurrence Meeting Information Packet with signed
concurrence sheet for Alternative IA, Stormwater Management Plan, permit drawings,
utility permit drawings, and half size roadway plan sheets
Protect Schedule
This protect calls for a review date of May 1, 2012 and a letting date of June 19, 2012
However, these let dates may advance as additional funds become available
Purpose and Need
NCDOT Bridge Maintenance Unit records indicate that Bridge No 2 has a sufficiency
rating of 47 8 out of a possible 100 for a new structure and is considered functionally
obsolete Replacement of this inadequate structure will result in safer and more efficient
traffic operations In addition to the replacement of the bridge, the intersection between
US 1 and US 15/501 will be reconfigured and a five lane, curb and gutter roadway
section will be installed along the portion of US 15 /501 associated with tins project This
new road/lane configuration will provide the required lanes needed to accommodate the
high volumes of turning traffic on US 15 /501 at its intersections with US 1 and NC 211
NEPA DOCUMENT STATUS
A Categorical Exclusion (CE) was approved in December 2006 and distributed shortly
thereafter Additionally, a Concurrence Sheet for Alternative lA was signed on October
29, 2009 and also distributed This concurrence was necessary because Alternative IA
was not previously included in the CE These documents have been provided to
regulatory review agencies Additional copies will be provided upon request
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771 111(f), which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope
(2) The project is usable and a reasonable expenditure, even if no additional transportation
improvements are made in the area
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements
B 3680 Individual Permit Application
2

RESOURCE STATUS
Wetland delineations within the B -3680 construction footprint followed the field
delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual
(Environmental Laboratory 1987) and supplemented in the Regional Supplement to the
Corps of Engineers Wetland Delineation Manual Atlantic and Gulf Coastal Plain
Region (U S Army Corps of Engineers [ USACE], 2008 [Interim]) Stream identification
and classification followed the Identification Methods for the Origins of Intermittent and
Perennial Streams (North Carolina Division Qf Water Quality [ NCDWQ], 2005)
Within the B -3680 construction footprint, two streams and six wetlands were identified
Jurisdictional areas were initially venfied by USACE Regulatory Specialist Richard
Spencer on October 24, 2001 ( USACE Action ID No 200101373) Jurisdictional features
were re- venfied by USACE Regulatory Specialist Kimberly Garvey in an Approved
Jurisdictional Determination (JD) on December 9, 2009 (Action ID No SAW 2001
01373)
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in the Lumber River Basin in Moore County (U S Geological
Survey [USGS] Hydrologic Unit [HUC] 03040203) A total of two jurisdictional streams
will be impacted by this project These include Aberdeen Creek (Class C, NCDWQ Index
No 14 2- 11 -[6]) and a tributary of Aberdeen Creek (UT1) The tributary was originally
listed as an unnamed tributary (UT) of Aberdeen Creek in the Natural Resources
Technical Report (NRTR) and CE, however, the UT appears to be Devil Gut Branch
(Class C, NCDWQ Index No 14- 2- 11 -7), a named tributary of Aberdeen Creek In
addition to the two streams, six riparian wetlands, Wetlands W1 — W6, will be impacted
by the project
There are no designated Outstanding Resource Waters (ORW), High Quality Waters
(HQW), Water Supply I (WS -I), or Water Supply II (WS II) waters within 10 mile of the
project area Additionally, none of the streams located within the project study area
support trout or anadromous fish and no Primary Nursery Areas are present within the
study area boundaries One surface water located within 10 mile of the project Aberdeen
Creek (Pages Lake [Aberdeen Lake]) ( NCDWQ Index No 14 -2 -11 [5]), is listed on the
2010 Final 303(d) List of Impaired Waters This surface water is listed for Water Column
Mercury
Surface Waters
Surface water impacts for B -3680 include 196 linear feet of permanent jurisdictional
stream impacts and 187 linear feet of temporary jurisdictional stream impacts to
Aberdeen Creek and 39 linear feet of permanent jurisdictional stream impacts to UT1
Jurisdictional stream impacts are summarized below in Table 1
B 3680 Individual Permit Application
3

I
Table 1 Impacts to Jurisdictional Streams
Site
Stream's
Stream
NCDWQ�
_
NCDWQ
Stream
Impact
mpact�
h
Noy
a
ID
I --Name
Classifcatloif
L
Index No-t
LS ,
Designahon�
� i ,7�°
1T�ype
Len
II >
€
001
1
2
€'V
Clearing
(hn ft) ¢r
Wetlands
Permanent Fill
1 10
Mechanized
015
Perm
196
Aberdeen
Aberdeen
14 -2 -11-
009
fill
2
Creek
Creek
C
(6)
perennial
Temp
4
Clearing
� v otallPermanent Impac�� �
1 99
187
fill
DBran
Perin
2a
UT1
but
C
14- 2 -11 -7
Perennial
fill
39
Total
Permanent Ism
acts I 4, ��
235
Total Tem ors )[m sets � 4��
16
187
° All stream IDs initially used in the NRTR and CE have stayed consistent throughout the life of the project
Wetlands
There will be a total of 199 acres of permanent riparian wetland impacts associated with
this project These impacts will result from 165 acres of permanent fill, 0 09 acres of
excavation, and 0 25 acres of mechanized clearing Additionally, 0 07 acres of hand
clearing will result from this project Wetland impacts are summarized below in Table 2
Table 2 Impacts to Jurisdictional Wetlands
a All wetland IDs initially used in the NRTR and CE have stayed
consistent throughout the life of the project
b Due to rounding total impacts are 1 99 acres
Utility Impacts
A total of 0 023 acres of temporary riparian wetland impacts will result from the
relocation of utilities associated with this project Temporary wetland impacts totaling
0 005 acres will result from the cutting of a trench to install a 10 inch water line
B -3680 Individual Permit Application
4
Wetl�anil�
���
><te
a
Impact Type
Impact (ac)
Wetland
Permanent Fill
<0 O1
Mechanized
001
1
2
Clearing
Wetlands
Permanent Fill
1 10
Mechanized
015
2
2 3 5
'
and
Clearing
Excavation
009
Wetland
Permanent Fill
055
Mechanized
009
3
4
Clearing
� v otallPermanent Impac�� �
1 99
a All wetland IDs initially used in the NRTR and CE have stayed
consistent throughout the life of the project
b Due to rounding total impacts are 1 99 acres
Utility Impacts
A total of 0 023 acres of temporary riparian wetland impacts will result from the
relocation of utilities associated with this project Temporary wetland impacts totaling
0 005 acres will result from the cutting of a trench to install a 10 inch water line
B -3680 Individual Permit Application
4

Additional trenching outside of this area of temporary impact will occur due to the water
line relocation However, these impacts will occur in areas already designated for either
permanent riparian wetland fill or mechanized clearing and were not included in this
total The remaining 0 018 acres of temporary impacts will result from trenching
associated with the placement of a 16 -inch gravity sewer line A total of 0 006 acres of
this impact will occur in an area also designated for hand clearing However since
temporary jurisdictional wetland impacts supersede hand clearing, these impacts were
counted towards the temporary utility impacts for the project Utility Impacts are
summarized below in Table 3
Table 3 Utility Impacts to Jurisdictional Wetlands
1
4VN
'
C
s
Situ,
JkWetland
A �,
ImpaefType>
Impact (ac )�
2
Wetland
Temporary Fill
0 005
3
(10 -in waterline)
Wetland
Temporary Fill
2
3
(16 -in gravity
0 018
sewer line)
w.j
,,Total s �x
0 023
All trenched soil will be temporarily sidecast onto areas adjacent to the trenching This
soil will remain sidecast while utility work is being performed The sidecast soil will be
returned to trenched areas upon completion of work Backfilled areas will be restored to
their pre - project grade, elevation and contours, where necessary
FEDERALLY PROTECTED SPECIES
Plants and animals with a Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act
(ESA) of 1973, as amended As of September 22 2010 the US Fish and Wildlife
Service (USFWS) lists four federally protected species for Moore County Cape fear
shiner (Notropis mekistocholas), red - cockaded woodpecker (Picoides borealis)
American chaffseed (Schwalbea americana), and Michaux's sumac (Rhos michauxn)
Biological conclusions of "No Effect' were stated in the CE for all above - mentioned
species and remain valid No habitat was present for Cape fear shiner, red - cockaded
woodpecker, or American chaffseed Per Gary Jordan (USFWS) at the June 18, 2009
Merger Meeting, no additional surveys for Michaux's sumac are required A search of the
North Carolina Natural Heritage Database (NCNHP, updated November 2011) revealed
one known occurrence of American chaffseed within 10 mile of the project limits
(Element Occurrence [EO] No 11), however this EO is listed as historical
B -3680 Individual Permit Application
5

CULTURAL RESOURCES
The North Carolina Department of Cultural Resources, State Historic Preservation Office
(HPO) conducted a review of the project and, in a letter dated November 5 2001, stated
that no archaeological investigation would be required for this project However, they
recommended that an evaluation of structures over 50 years of age within the project
study area be performed In a Concurrence Form for Properties Not Eligible for The
National Register of Historic Places, signed June 2002, it was determined that all
potential properties were not eligible for the National Register and that no historic
properties will be affected by this project These documents can be found in the
Appendix of the CE
FEMA COMPLIANCE
There are streams within the project limits that are within Federal Emergency
Management Agency (FEMA)- designated flood zones Coordination between the
NCDOT Hydraulics Unit and FEMA will occur prior to Let to ensure that NCDOT is in
full compliance with applicable floodplain ordinances
INDIRECT AND CUMULATIVE EFFECTS
Section 402 2 of NCDOT s Standard Specifications for Roads and Structures is labeled
Removal of Existing Structure This section outlines restrictions and Best Management
Practices for Bridge Demolition and Removal (BMP- BDRs), as well as guidelines for
calculating maximum potential fill in the creek resulting from demolition The
superstructure and substructure consist of reinforced concrete and steel piles Since the
existing bridge is over the CSX Railroad and not a stream channel, there will be no
impacts associated with potential fill into a body of water during demolition and removal
Construction of the proposed project will impact water resources by the following
processes bridge replacement, box culvert construction, placement of permanent fill in
wetlands, excavation in wetlands, and mechanized clearing in wetlands
Project construction may result in the following additional impacts to surface waters
• Increased sedimentation and siltation from construction and/or erosion
• Changes in light incidence and water clarity due to increased sedimentation and
vegetation removal
• Changes in water temperature due to vegetation removal
• Increased nutrient loading during construction via runoff from exposed areas
• Increased concentration of toxic compounds from roadway runoff, construction, and
toxic spills, and increased vehicular use
Temporary construction impacts due to erosion and sedimentation will be minimized
through implementation of a stringent erosion control schedule and use of BMPs The
contractor will be required to follow contract specifications pertaining to erosion control
measures (as outlined in 23 CFR 650, Subpart B and Article 107 -13) entitled Control of
B 3680 Individual Permit Application
6

Erosion Siltation and Pollution ( NCDOT Specifications for Roads and Structures)
These measures include
• Use of dikes, berms, silt basins, and other containment measures to control runoff
during construction Regular maintenance and inspection of these structures to insure
effectiveness
• Elimination of construction staging areas in floodplains or adjacent to streams and
tributaries to help reduce the potential for petroleum contamination or discharges of
other hazardous materials into receiving waters
• Rapid re seeding of disturbed sites to help alleviate sediment loadings and reduce
runoff Partial mitigation of increased runoff from new highway surfaces by
providing grassed road shoulders and limited use of ditching
• Careful management and use of herbicides, pesticides, de icing compounds, or other
chemical constituents to minimize potential negative impacts on water quality
Utilize roadside maintenance crews well versed in the use of these chemicals
• Avoidance of direct discharges into streams whenever feasible Filtering runoff
effluent through roadside vegetation in order to remove contaminants and to
minimize runoff velocities
WILD AND SCENIC RIVERS
This project will not impact any designated Wild and Scenic Rivers or any rivers
included in the list of study rivers (Public Law 90 542, as amended) or North Carolina
Natural and Scenic Rivers
ESSENTIAL FISH HABITAT
The project will not impact any essential fish habitat afforded protection under the
Magnuson — Stevens Act of 1996 (16 U S C 1801 et seq )
MITIGATION OPTIONS
The USACE has adopted, through the Council on Environmental Quality (CEQ), a
wetland mitigation policy that embraces the concept of `no net loss of wetlands" and
sequencing The purpose of this policy is to restore and maintain the chemical, biological,
and physical integrity of the waters of the United States CEQ has defined mitigation of
wetland and surface water impacts to include avoiding impacts, minimizing impacts,
rectifying impacts reducing impacts over time, and compensating for impacts (40 CFR
1508 20)
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation
of all remaining, unavoidable jurisdictional impacts Avoidance measures were taken
during the planning phase and minimization measures were incorporated as part of the
project design Minimization includes the examination of appropriate and practicable
steps to reduce the adverse impacts
B -3680 Individual Permit Application
7

Avoidance and Minimization
Avoidance and minimization has been employed in the project area to the maximum
extent practicable The following measures were implemented for the project
• NCDOT s Best Management Practices (BMPs) for the Protection of Surface Waters
will be enforced
• A np rap dissipator will be installed at Station No 17 +95 -Y2
• 2 1 fill slopes will be employed in areas where permanent fill will be placed in
wetlands
• A lateral V ditch will be installed from Station No 11 +25 to Station No 13 +87 -L-
RT Rip rap dissipators will be installed along the ditch at pipe outlets These pipes
will convey stormwater and road runoff
• A np rap dissipator will be installed at a stoimwater pipe outlet within Wetland 3 to
reduce flow velocity prior to water entering the wetland
• A lateral base ditch will be installed from Station No 18 +90 to Station No 21 +50 -L-
LT This ditch will receive diverted stormwater and road runoff
• The existing road fill, pavement, and culvert will be removed for the purposes of
wetland and stream restoration
In addition to the avoidance and minimization measures listed above, Alternative I was
also chosen for constructability, safety, and cost - related reasons By constructing a
smaller bridge on this alternative, utility conflicts and cost were reduced Additionally,
having a shorter bridge moved the end of the bridge further back from the intersection
with US 1, which reduced concerns that vehicles would not be able to stop at the US 1
intersection, especially during inclement weather (since bridges normally ice before
roadways) This alternative was also chosen because it would be significantly less
expensive than other alternatives due to the shorter bridge
Compensatory NLtigahon
Mitigation requirements for B -3680 are summarized below in Tables 4 and 5 NCDOT
proposes mitigation for 235 linear feet of permanent stream impacts and 199 acres of
permanent riparian wetland impacts On -site stream and wetland restoration will be
performed by NCDOT to compensate for 118 linear feet of permanent stream impacts
and 167 acres of permanent riparian wetland impacts The USACE (Ronnie Smith, pers
comm ) has agreed that both the stream and wetland restoration will compensate for
impacts to jurisdictional waters at a 1 1 ratio NCDWQ agreed to this 1 1 compensation
ratio in the July 7, 2011 meeting The remaining compensatory mitigation for 117 linear
feet of permanent stream impacts and 0 32 acres of permanent riparian wetland impacts
will be provided by NCEEP at a 2 1 ratio Therefore, NCEEP will provide a total of 234
linear feet of stream mitigation credits and 0 64 acres of wetland mitigation credits
B -3680 Individual Permit Application
8

Table 4 R -36RO Stream Mitigation Summary
r �
�
p ,
Proposed��Pr
oposed
,
Length
IVLtigation
Mitigation ,
4 t
� t Jk!
(hn ft)
Ratio
*1 eft
n s
,.,E ,s,
9 W C
Total Permanent Jurisdictional Stream Impacts
235
a�z
On -Site Stream Restoration
118
1 1
118
Compensatory Mitigation Required From NCEEP
117
21
234
Table S R -36M Wetland Mitioatinn Summary
at 4 de,j £S " 1. iY �.�55
i'
, Aires,
Proposed 5
Proposed 7,,
,
Mingation��M�tigahon
4 t
� t Jk!
ac
V-1
n s
Total Permanent Jurisdictional Wetland Impacts
199
a�z
On -Site Wetland Restoration
167
1 1
167
Compensatory Mitigation Required From NCEEP
032
21
064
On -Site Wetland and Stream Restoration
Per the NCDOT Wetland and Stream Restoration Plan for B -3680, NCDOT proposes to
restore 167 acres of rivenne wetlands and 118 feet of stream to mitigate for permanent
impacts associated with the TIP at a 1 1 ratio The mitigation area will be constructed in
conjunction with TIP B -3680 Construction activities involve pavement and causeway
removal, removal of the 5 -foot by 5 -foot box culvert along UT1, site grading, and site
planting Once the pavement and causeway have been excavated, the areas will be graded
to match existing adjacent reference wetland elevation as well as be ripped, disked, and
soil amendments added, if necessary The area to be restored to wetland is adjacent to
Wetland 1 Please see the attached Wetland and Stream Restoration Plan for a
comprehensive description of the proposed restoration
NCDOT has identified Chinese privet (Ligustrum sinense) within the project limits of B-
3680 To minimize the potential spread of this species due to construction related
activities, NCDOT proposes to attempt to suppress the privet within their right -of -way
within the project limits This action is being taken per a request by USACE and
NCDWQ
B -3680 Individual Permit Application
9

REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit
as required for the above described activities for the proposed T I P Project No B -3680
We are also requesting a Section 401 Individual Water Quality Certification from
NCDWQ In compliance with Section 143 -215 31)(e) of the NCAC, we will provide
$570 00 to act as payment for processing the Section 401 permit We are providing five
copies of this application to NCDWQ for their review and approval
A copy of this application and its distribution list will be posted on the NCDOT website
at http / /www ncdot org /doh/preconstruct/pe /neu/Permrt html Thank you for your time
and assistance with this project Please contact Jim Mason at either ismasonAncdot gov
or [phone] if you have any questions or need additional information
Sincerely,
E e 1-mak
fcv Gregory J Thorpe, PhD , Manager
Project Development and Environmental Analysis Unit
Cc
NCDOT Permit Application Standard Distribution List
B 3680 Individual Permit Application
10

U S ARMY CORPS OF ENGINEERS
OMB APPROVAL NO 0710 0003
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
EXPIRES 31 AUGUST 2012
33 CFR 325
Public reporting for this collection of information is estimated to average 11 hours per response including the time for reviewing instructions searching
existing data sources gathering and maintaining the data needed and completing and reviewing the collection of information Send comments regarding
this burden estimate or any other aspect of the collection of information including suggestions for reducing this burden to Department of Defense
Washington Headquarters Executive Services and Communications Directorate Information Management Division and to the Office of Management and
Budget Paperwork Reduction Project (0710 0003) Respondents should be aware that notwithstanding any other provision of law no person shall be
subject to any penalty for fading to comply with a collection of information if it does not display a currently valid OMB control number Please DO NOT
RETURN your form to either of those addresses Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity
PRIVACY ACT STATEMENT
Authorities Rivers and Harbors Act Section 10 33 USC 403 Clean Water Act Section 404 33 USC 1344 Marine Protection Research and Sanctuaries
Act Section 103 33 USC 1413 Regulatory Programs of the Corps of Engineers Final Rule 33 CFR 320 332 Principal Purpose Information provided on
this form will be used in evaluating the application for a permit Routine Uses This information may be shared with the Department of Justice and other
federal state and local government agencies and the public and may be made available as part of a public notice as required by Federal law Submission
of requested information is voluntary however if information is not provided the permit application cannot be evaluated nor can a permit be issued One set
of anginal drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and /or mstruchons) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity An application
that is not completed in full will be returned
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1 APPLICATION NO
2 FIELD OFFICE CODE
3 DATE RECEIVED
4 DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICAN7)
5 APPLICANTS NAME
8 AUTHORIZED AGENTS NAME AND TITLE (agent is not required)
First Middle Last
First Middle Last
Company North Carolina Department of Transportation PDEA
Company
E mad Address jsmason @ncdot gov
E mad Address
6 APPLICANTS ADDRESS
9 AGENTS ADDRESS
Address 1598 Mail Service Center
Address
City Raleigh State NC Zip 27699 Country USA
City State Zip Country
7 APPLICANTS PHONE NOs w /AREA CODE
10 AGENTS PHONE NOs WAREA CODE
a Residence b Business c Fax
a Residence b Business c Fax
919 707 6136 919 212 5785
STATEMENT OF AUTHORIZATION
11 1 hereby authorize to act in my behalf as my agent in the processing of this application and to furnish upon request
supplemental information in support of this permit application
SIGNATURE OF APPLICANT DATE
NAME LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12 PROJECT NAME OR TITLE (see instructions)
B 3680 Replacement of Bridge No 2 over CSX Transportation on US 15 /501 in Aberdeen Moore County
13 NAME OF WATERBODY IF KNOWN (if applicable)
14 PROJECT STREET ADDRESS (if applicable)
Aberdeen Creek and Devil Gut Branch
Address
15 LOCATION OF PROJECT
City State Zip
Latitude N 35 126320 Longitude W 79 430622
16 OTHER LOCATION DESCRIPTIONS IF KNOWN (see instructions)
State Tax Parcel ID Municipality Aberdeen
Section Township Range
ENG FORM 4345 OCT 2010 EDITION OF OCT 2004 IS OBSOLETE Propone t CECW OR

17 DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter
18 Nature of Activity (Description of project include all features)
The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 2 on US 15 /501 over CSX Transportation in
Aberdeen Moore County The proposed bridge will be on a new alignment southwest of the existing bridge The new bridge alignment is a
result of the re configuration of the US 1/ US 15 /501 intersection that is also associated with this project The new intersection will be
relocated along US 1 to the southwest of the existing intersection and will result in a new road alignment along US 15 /501 between the
intersection with US 1 and a terminus approximately 2 360 feet southeast of the intersection with US 1 In addition to the proposed bridge
replacement, both a four barrel 12 foot by 11 foot Reinforced Concrete Box Culvert (RCBC) along Aberdeen Creek and a two barrel 12
foot by 11 foot RCBC just southeast of the four barrel culvert will be installed along the new road alignment A five lane curb and gutter
roadway section is proposed for this project
19 Project Purpose (Describe the reason or purpose of the project see instructions)
NCDOT Bridge Maintenance Unit records indicate that Bridge No 2 has a sufficiency rating of 47 8 out of a possible 100 for a new
structure and is considered functionally obsolete Replacement of this inadequate structure will result in safer and more efficient traffic
operations In addition to the replacement of the bridge the intersection between US 1 and US 15 /501 will be reconfigured and a five lane
curb and gutter roadway section will be installed along the portion of US 151501 associated with this project This new road/lane
configuration will provide the required lanes needed to accommodate the high volumes of turning traffic on US 15 /501 at its intersections
with US 1 and NC 211
USE BLOCKS 20 23 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED
20 Reason(s) for Discharge
Both permanent and temporary stream impacts and permanent wetland impacts will result from the construction of the proposed project
Impacts will result from the construction and placement of the new bridge and culverts as well as from fill and mechanized clearing
associated with construction of the new section of US 151501 associated with the intersection re configuration Temporary wetland impacts
associated with the relocation of utilities will also occur
21 Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter
22 Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter
or
Linear Feet
23 Description of Avoidance Minimization and Compensation (see instructions)
Avoidance and Minimization Please see attached permit application cover letter and permit packet
Compensation NCDOT proposes mitigation for 235 linear feet of permanent stream impacts and 199 acres of permanent riparian wetland
impacts On site stream and wetland restoration will be performed by NCDOT to compensate for 118 linear feet of permanent stream
impacts and 167 acres of permanent riparian wetland impacts at a 1 1 ratio The remaining compensatory mitigation for 117 linear feet of
permanent stream impacts and 0 32 acres of permanent riparian wetland impacts will be provided by NCEEP at a 2 1 ratio
t1VG FVKM 4345 OGT 2070

24 Is Any Portion of the Work Already Complete? ❑Yes QNo IF YES DESCRIBE THE COMPLETED WORK
25 Addresses of Adjoining Property Owners Lessees Etc Whose Property Adjoins the Waterbody Id more than can be entered here pi ase attach a suppleme tal Imt)
a Address See permit drawings
City State Zip
b Address
City State Zip
c Address
City State Zip
d Address
City State Zip
e Address
City State Zip
26 List of Other Certificates or Approvals /Denials received from other Federal State or Local Agencies for Work Described in This Application
AGENCY TYPE APPROVAL IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
Would include but is not restricted to zoning building and flood plain permits
27 Application is hereby made for permit or permits to authorize the work described in this application I certify that this information in this application is
complete and accurate I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant
116- w y 111, , pho
NATURE OF APPLICANT Z 16 DATE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed
18 U S C Section 1001 provides that Whoever in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies conceals or covers up any trick scheme or disguises a material fact or makes any false fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or
11fraudulent statements or entry shall be fined not more than $10 000 or imprisoned not more than five years or both
ENG FORM 4345 OCT 2010

Wetland and Stream Restoration Plan
Bridge No 2 over the Aberdeen Creek and CSX Railroad on US 15 /501
Moore County, North Carolina
TIP B- 3680
Federal Aid Protect No BRSTP -15 (11)
WBS No 33813 11
July 28, 2011
10 BASELINE INFORMATION
The project is located within sub basin 03 07 50 of the Lumber River Basin (DWQ 2001) and is
part of the USGS Hydrologic Unit 03040203 of the South Atlantic Gulf region The project is
located on US 151501 in southern Moore County just west of Aberdeen It is within the Sandhills
Region of the Coastal Plain physiographic province The majority of the land use in the vicinity
of the project is urban in nature and the surrounding landscape is dominated by a mixture of
forested communities and maintained/ disturbed land
Two jurisdictional streams are located within the project area Aberdeen Creek and an unnamed
tributary (UT) to Aberdeen Creek This portion of the stream has been assigned Stream Index
Number (SIN) 14 -02 11 (6) by the NCDWQ (DENR2005a) and is designated a warm water
stream (USAGE et al 2003) with a best classification of C
The two natural plant communities found within the project area are Alluvial Forest and Mesic
Mixed Hardwood Forest There is also a component of disturbed/maintained land
Approximately 29 2 % of the project study area (5 21 acres) is made up of the Alluvial Forest
37 2 % (6 65 acres) is made up of Mesic Mixed Hardwood Forest and 33 6 % (6 00 acres) is
composed of disturbed /maintained land containing roadsides, industrial areas, dirt roads/
driveways a railroad bed and other maintained lands
The North Carolina Department of Transportation (NCDOT) will perform on -site mitigation for
stream and wetland impacts associated with Transportation Improvement Program (TIP) B -3680
through the restoration of 118 linear feet of stream and 1 67 acres of riverme wetland via the
removal of existing pavement causeway and box culvert associated with the current bridge and
US 15 1501 alignment
2 0 SITE SELECTION
TIP B -3680 will involve replacing bridge No 2 over the CSX Railroad as well as performing
improvements to the approach roadway of the replacement structure These improvements will
extend approximately 370 feet south from the southwest end of the new structure and
approximately 133 feet from the western end of the new structure Permanent wetland impacts
associated with the project are 165 acres of rivenne wetlands Permanent stream impacts
associated with the project are 235 feet of stream

The project is located in the Town of Aberdeen on US 15/ 501 north of the intersection of NC
211 in Moore County The proposed mitigation site occurs within the existing Right of Way of
US 15 /501
The Categorical Exclusion (CE) for TIP B 3680 dated September 2006, provides further details
concerning existing natural resources and roadway conditions
Bridge No 2 is located approximately 1000 ft south of the intersection of US 15 /501 and US 1
The roadway of US 15 /501 north of the bridge is on a high causeway fill section within the
floodplam of Aberdeen Creek Jurisdictional wetlands occur on both the east and west sides
through this section of roadway A 118 ft long 5 x5 box culvert is located approximately 300 ft
north of the bridge The culvert carries an unnamed tributary (UT) to Aberdeen Creek under the
roadway from east to west where it comes to a confluence with Aberdeen Creek
3 0 SITE PROTECTION INSTRUMENT
The mitigation area is located with the NCDOT Right of Way The area is outside of bridge
maintenance area and free of utilities 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 will be placed on the NEU mitigation geo database After closeout, the site will be
placed in the NCDOT Stewardship Program for long term management and protection
4 0 OBJECTIVES
The goal of the project is to restore 167 acres of riverme forest and 118 feet of an unnamed
tributary associated with Aberdeen Creek The functional restoration of the site will be
accomplished through existing pavement, causeway, and box culvert removal and site grading to
match the target elevation of the existing adjacent reference wetland system
5 0 MITIGATION WORK PLAN
The mitigation area will be constructed in conjunction with TIP B -3680 Construction activities
involve pavement and causeway removal and the 5 x 5 box culvert removal, utilizing natural
stream design on the 118 feet of stream, site grading and site planting Once the pavement and
causeway have been excavated, the areas will be graded to match existing adjacent reference
wetland elevation as well as being ripped, disked and soil amendments added if necessary
NCDOT has identified Japanese privet (Ligustrumjaponicum) within the project limits of B-
3680 To minimize the potential spread of this species from construction- related activities, the
NCDOT proposes to attempt to suppress the privet within their right of -way within in the project
limits
The Natural Environment Unit shall be contacted to provide construction assistance to ensure
that the mitigation areas are constructed appropriately

Following the successful completion of site grading the wetland restoration area will be planted
on 8 foot centers with native species typical of the adjacent wetland community (reference site)
including American sycamore (Platanus occidentaks), water oak ( Quercus nagra) river birch
(Betula nagra) and green ash (Fraxinus pennsylvanica) depending on seedling availability After
construction of the stream channel, all banks will be matted and live stakes, Black willow (Salix
nagra) and Silky dogwood (Corpus amomum) will be planted on 3 foot centers Also native
grass seed and mulch will be placed in wetland restoration area on all disturbed areas within the
wetland and stream restoration area 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
6 0 PERFORMANCE STANDARDS
No specific hydrological monitoring is proposed for the stream and wetland restoration area The
target elevation for wetland restoration will be based on the adjacent wetland elevations and
venfied 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 The restored
stream will have visual inspection and photo points to insure channel stability
NCDOT shall monitor the wetland restoration site by visual observation and photo points for
survival and aerial cover of vegetation
7 0 MONITORING REQUIREMENTS
Upon successful completion of construction the following monitoring strategy is proposed for
the 167 acres of wetland and 118 feet of stream restoration within the NCDOT Right of Way
NCDOT will perform visual inspection and photo points for 3 years and document monitoring
activities on the site in an annual report distributed to the regulatory agencies
8 0 OTHER INFORMATION
The wetland plant community associated with B 3680 adjacent to Aberdeen Creek and the unnamed
tnbutary to Aberdeen Creek is a Riverme Swamp Forest based on NCWAM field assessment
methodology The overall wetland rating was HIGH This is the reference wetland that will be used for
the project
9 0 DETERMINATION OF CREDITS
Per the NCDOT plans and 401/404 permit application for B 3680 NCDOT proposes to restore 1 67 acres
of riverine wetlands and 118 feet of stream to nutigate for permanent impacts associated with the TIP at a
1 1 ratio An as -built report will be submitted within 60 days of completion of the project to
verify actual constructed acreage The success of the mitigation area and determination of total 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 167 acres of restored nverme
wetlands as on site mitigation for the associated nvenne impacts of 165 acres for B 3680 at a
1 1 ratio NCDOT also proposes immediate, full release of the proposed 118 feet of restored
riverme stream as on -site mitigation for the associated riverme stream impacts of 235 feet for
B -3680 at a 1 1 ratio
10 0 GEOGRAPHIC SERVICE AREA
The proposed Geographic Service Area (GSA) for the nutigation area is composed of the Hydrologic
Cataloging Unit (HUC) 03040203 All stream and wetland credit will be used for B 3680
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 In the event that
unforeseen issues anse that affect the management of the site any remediathon will be addressed
by NCDOT in coordination with the Interagency Review Team
13 0 FINANCIAL ASSURANCES
The site will be managed by NCDOT with its own distinct cost center number within the
NCDOT budgeting and financial tracking system Therefore all accounting for revenues,
contract encumbrances, fund transfers and expenses will be performed and reported independent
from other capital budget or operating budget accounting

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otme1
PROGRAM
December 20 2011
Mr Gregory J Thorpe PhD
Manager Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
B 3680, Replace Bridge Number 2 on US 15 1501 over CSX Railroad Moore County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and riparian wetland mitigation for the subject project Based on the information supplied by
you on December 19 2011 the impacts are located in CU 03040203 of the Lumber River basm in the Southern
Piedmont (SP) Eco Region and are as follows
Lumber
03040203
SP
Stream
Wetlands
Buffer (Sq Ft )
Cold
Cool
Warm
Riparian
Non
Riparian
Coastal
Marsh
Zone 1
Zone 2
Impacts
0
0
117
032
0
0
0
0
feettacres
This mitigation acceptance letter replaces the mitigation acceptance letter issued on December 6,
2011 EEP commits to implementing sufficient compensatory stream and nparian 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
ek-
Micha. llison
EEP Deputy Director
cc Mr Ronnie Smith, USACE — Asheville Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands/401 Unit
File B 3680 Revised
pwtor"1�5 EKAWMA9 Prot" Our .Stag
I�CD��IR
North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 -1652 / 919 716 0476 / www nceep net

01
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
EUGENE A CONTI JR.
SECRETARY
REPLACEMENT OF BRIDGE NO 2 ON US 15/501 OVER CSXT AND ACWR
TRACKS IN MOORE COUNTY
NEPA1404 MERGER TEAM MEETING FOR CONCURRENCE
Meeting Date June 18, 2009
Place/Time NCDOT Board Room, Highway Building, Raleigh
1 30 pm
From Ahmad Al Sharawneh NCDOT PDEA
To Richard Spencer US Army Corps of Engineers
Kim Garvey US Army Corps of Engineers
Kathy Matthews US Environmental Protection Agency
Gary Jordan US Fish and Wildlife Service
Ron Lucas Federal Highway Administration
Polly Lespinasse NC Division of Water Quality
Travis Wilson NC Wildlife Resources Commission
Marshall Clawson NCDOT Hydraulic Design Unit
Bill Zerman NCDOT Hydraulic Design Unit
Rachelle Beauregard NCDOT Natural Environment Unit
Jason Elliott NCDOT Natural Environment Unit
Missy Pair NCDOT -PDEA
Derrick Weaver NCDOT -PDEA
Doug Taylor NCDOT Roadway Design Unit
Clayton Walston NCDOT Roadway Design Unit
Mark Staley NCDOT Roadside Environmental Unit
Mike Stanley NCDOT TIP Development Unit
Bo Hemphill NCDOT Utilities Unit
Tim Johnson NCDOT Division 8
John Olinger NCDOT Division 8
Art King NCDOT Division 8
Neb Bullock NCDOT Structures
Herman Huang NCDOT HEU
Zach McNeil NCDOT Natural Environment Unit
James Pflaum NCDOT Natural Environment Unit
PURPOSE OF MEETING To present to the Merger Team a revision to the
preferred alternative (alternative 1 Modified) and to reach concurrence on a
selected alternative
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORT AT ON FAX [phone] TRANSPOR ATION BUILDING
PROJECT DEVELOPMENT AND EN 40NMENTAL ANALYSIS 1 SOUTH W I IINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE WWW DOH DOT STATE NC US RALEIGH NC
RALEIGH NC 27699 1548

ITEMS OF DISCUSSION The following paragraphs summarize the discussion
and decisions resulting from this meeting
The meeting opened with a brief introduction by Ms Kim Garvey followed by
Ahmad Al Sharawneh with a description of the project and the purpose of the
meeting Issues discussed were safety constructabdity impact and cost
• The USACE stated that an Individual Permit (IP) is required based on the
wetland impact Engineering form 4345 should be submitted with the
transmittal packet to the USACE The packet should include all
alternatives in the CE document Alternatives 1 2 3 4 and 1 Modified
All alternatives should be discussed in detail After reviewing the
application a public notice will be advertised for 30 days Comments from
the public notice will be reviewed and the merger team will reconvene
after comments are received to select a preferred
• It was noted that two previous field meetings with the Merger Team were
held at the site on Oct 9 2002 and Feb 19 2003
• The US Fish and Wildlife Service stated no protected species survey
updates are required at this time
Since the wetland jurisdictional determination (JD) has expired an update
is required No major changes to the preliminary JD are expected
however NEU will visit the site in July to verify the delineation has not
changed The USACE indicated they would not need to verify the
preliminary JD prior to the public notice if NEU finds no significant
changes
• On -site mitigation was discussed by NEU which included rerouting the UT
to Aberdeen Creek Some concerns were raised as to whether the
current site is sufficient for mitigation and /or if other sites should be
considered It was noted the existing roadbed would be removed and
used for wetland mitigation Also the conservation area will be used for
mitigation There also was some discussion about the beaver activity near
the bridge if NCDOT would control beavers and how that might impact
our mitigation
It was noted that the design plans shown in the merger packet showed the
need for a 4 barrel 12 x10 box culvert (RCBC) to carry Aberdeen Creek
and a 2 barrel 12 x10 RCBC to carry the UT to Aberdeen Creek If the
Tilley property is bought for mitigation then a 4 barrel 12 X11 will work
This reduction will save additional money and meets FEMA 100 -year flood
requirements However If the property is not purchased the additional
barrels are needed to meet FEMA requirement of no impact to insurable
structures Typically NCDOT Hydraulics does not recommend 4 barrel box
B 3680 Merger MLCting Minutes June 18 2009

culverts but considering the fact that we already have one several
hundred feet upstream and the other issues noted within these minutes
they have in this case
• It was explained that the current bridge has to be raised to provide an
additional 4 feet of clearance over the railroad to meet the current vertical
clearance standards This resulted in more fill and a steeper grade Also
noted was that the fill slopes would be 3 1
• Further discussion was about the existing bridge and why new location is
necessary It was explained that new location is needed because of the
existing curve limits sight distance as motorist approach the intersection
and the current intersection complexity Also maintenance of traffic
would be extremely difficult during construction due to the grade
differential between the existing and proposed pavement This alternative
was eliminated due to concerns with intersection safety and
constructability issues
• Constructability also was discussed A 48 sewer line would be impacted
by alternative 1 During the field meeting the Merger Team recommended
spanning the tracks wetlands and Aberdeen Creek with one long bridge
During the final design it was determined that the sewer line would be
impacted and would cause a conflict in the construction of the first and
end bents This resulted in the bridge ending within 100 of the
intersection creating inadequate approach stopping distance approach
constructability concerns and safety concerns
Additional discussion concerned storm water on the proposed road as
well as how alternative 1 Modified is safer than a bridge during winter
weather Reviewing the proposed typical section most of the storm water
will drain off the road to the side slopes while some will drain through the
storm drain system near the intersection with US 1 water will not be
flowing on the roadway Typically bridges will ice before the roadway
surface Alternative 1 modified is safer in this case In addition it was
noted that a bridge within 100 feet of the intersection with a 6% grade
would result in higher risk to drivers when stopping at the traffic signal
during icy conditions
Another alternative discussed was having two bridges one over the
railroad and the other spanning Aberdeen Creek Because of the height of
the fill between the two bridges and the type of soil in that area adequate
compaction would be difficult to achieve The Division noted this has been
a problem in the past and this alternative was not considered in the
document
• It was noted that the use of culverts would avoid temporary construction
impacts to wetlands Construction will start from US 1 toward Aberdeen
B 3680 Merger Meeting Mmutcs June 18, 2009

Creek and the railroad tracks This will result easier construction
stabilizing the work areas as completed to minimize sedimentation
It was noted that the cost should include mitigation utility impacts and
land acquisition Construction of alternative 1 modified will result in
savings of approximately 4 million dollars
CORRECTIONS & OMISSIONS This summary is the writers interpretation of
the events discussions and transactions that took place during the meeting If
there are any additions and /or corrections please inform me at
aalsharawnehO -dot state nc us or in writing within seven (7) days
B 16SO Merger Meeting Minutes June. I S 2009

y+�A
M�
qyV Np�
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
EUGENIE A CONTI JR
SECRETARY
REPLACEMENT OF BRIDGE NO 2 ON US 15/501 OVER CSXT AND ACWR
TRACKS IN MOORE COUNTY
NEPA1404 MERGER TEAM MEETING FOR CONCURRENCE
Meeting Date October 29, 2009
Place/Time NCDOT Division 8, Aberdeen, NC
10 AM
From Ahmad AI- Sharawneh NCDOT PDEA
To Kim Garvey US Army Corps of Engineers
Kathy Matthews US Environmental Protection Agency
Gary Jordan US Fish and Wildlife Service
Felix Davila Federal Highway Administration
Polly Lespinasse NC Division of Water Quality
Travis Wilson NC Wildlife Resources Commission
Marshall Clawson NCDOT Hydraulic Design Unit
Jason Elliott NCDOT Natural Environment Unit
Derrick Weaver NCDOT PDEA
Doug Taylor NCDOT Roadway Design Unit
Alan Ray NCDOT Roadway Design Unit
Clayton Walston NCDOT Roadway Design Unit
John Olinger NCDOT Division 8
Art King NCDOT Division 8
Zach McNeil NCDOT Natural Environment Unit
James Pflaum NCDOT Natural Environment Unit
Luis Pages NCDOT Division 8 Right of Way
Deanna Riffey NCDOT Natural Environment Unit
PURPOSE OF MEETING To present to the Merger Team a revision to the
previously preferred alternative (alternative 1) and to reach concurrence on the
new recommended alternative 1A To verify the preliminary wetland jurisdictional
areas (JD)
ITEMS OF DISCUSSION The following paragraphs summarize the discussion
and decisions resulting from this meeting
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE WWW DOH DOT STATE NC US RALEIGH NC
RALEIGH NC 27699 1548

The meeting attendees met between 9 30 am and 10 00 am at the
division office after the arrival of every one they drove to the subject site
The Tilley property was the start of the discussion it was clarified by the
Hydraulic Unit that the property including the building is in the 100 year
flood plain Right of Way and the division office explained their position in
regard to the business relocation the division noted their preference is not
to purchase the Tilley property and they are in favor of the recommended
alternative 1A The team proceeds to visit the areas as requested by the
USACE they followed the proposed alignment to inspect and reconfirm
these JD areas
• The USACE concurs with NCDOT that the wetland jurisdictional
determination (JD) areas have not changed
• it was noted that the fill slopes for the proposed roadway would be 3 1
• The USACE recommends NCDOT propose 1 1 credit for the removal of
the old causeway (with limited monitoring) and 1 1 credit from NC EEP
to The existing roadway causeway and associated box culvert are going to
be removed for general purposes
• The NCWRC and US Fish and Wildlife Service stated either alternative
will be accepted
• EPA noted storm water from the road surface should be treated before
entering the buffer at the southwest of the project near the intersection
• The team concurs on the recommended alternative (alternative 1A)
CORRECTIONS & OMISSIONS This summary is the writer s interpretation of
the events discussions and transactions that took place during the meeting If
there are any additions and /or corrections please inform me at
aalsharawneh(a-)-ncdot gov or in writing within seven (7) days
B 3680 Merger Meeting Minutes June 18 2009

James Pflaum
NEU
CONCURRENCE MEETING
INFORMATION PACKET
FOR YOUR REVIEW
PRIOR TO MEETING ON
Thursday, .tune 18, 2009
PROJECT ENGINEER
AhmadAl- Sharawneh
TIP #B -368o
Please bring this pack
to the meeting
J VE.D OF NAW"
JUN 5 2009
PD90FFC OF q is

BEVERLY EAVES PERDUE
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTNfNT OF TRANSPORTATION
AGENDA
Eastern Concurrence Meeting
Thursday June 18, 2009
Board Room, Transportation Building
Raleigh, North Carolina
EUGENE A CONTI JR.
SECRETARY
130 PM — 3 00 PM, Ahmad Al Sharawneh, Project Planning Engineer, PDEA Branch
TIP No B -3680 Replacement of Bridge No 2 on US 15 /501 over CSXT and ACWR
tracks in Moore County Division 8
Team Members
Richard Spencer USACE
Kim Garvey USACE
Felix Davila, FHWA
Ahmad Al Sharawneh, PDEA
Kathy Matthews, USEPA
Gary Jordan, USFWS
Travis Wilson WRC
Polly Lespnnasse, DWQ
Renee Gledhill Early, SHPO
NCDOT Technical Support Staff and Other Agency Staff
Tim Johnson Division 8
John R G Olinger, Division 8
Doug Taylor, Roadway Design
Clayton Walston Roadway Design
Mark Staley Roadside Environmental
Marshall Clawson, Hydraulics
William Zerinan, Hydraulics
Rachelle Beauregard, NEU
James Pflaum, NEU
Ed Lewis HEU
LeiLani Paugh, NEU
Zach McNeil NEU
Neb Bullock Structures
A K Paschal, Structures
Derrick Weaver, PDEA
Eric Mndkiff PDEA
• The purpose of this meeting is to present the team members with new modified
alternative (alt I mod) and to reach concurrence
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE WWW NCOOT ORG RALEIGH NC
RALEIGH NC 27699 1548

Bridge Group 36
B -3666
Moore County
Purpose of the Meeting
To present to the Merger Team a revision to the preferred alternative (alternative
1 Modified) and to reach concurrence on a selected alternative During internal
review meeting prior to the letting of the project some questions were raised
concerning constructability safety relocation of utilities and higher cost The
internal review committee recommended reevaluating the design to address
these issues
Project Description
The replacement of Bridge No 2 on US 15/501 over CSXT and ACWR tracks in
Moore County The project study area is located approximately 1000 feet south
of the intersection of US 15/501 and US 1 The length of the proposed bridge is
approximately 230 feet
Alternative 1 Modified (Recommended)
The proposed replacement structure to span the railroad is a five -lane bridge
approximately 230 feet long Also proposed is a 4X12X10 175 LF RCB culvert
to be installed in Aberdeen Creek and a 2X12X10 150 LF RCB culvert to be
installed below the existing ditch dust southeast of the 4 barrel culvert A five lane
section is proposed to provide required lanes needed to accommodate the high
volumes of turning traffic on US 15/501 at the intersections with US 1 and NC
211
Alternative 1 (Previously Preferred)
Includes replacement of the existing 216 foot two -lane bridge with a new five-
lane structure located approximately 60 feet west of the existing structure A five
lane section will provide capacity to accommodate the high volume of traffic and
turning lanes between US 1 and NC 211 The proposed structure is
approximately 780 feet in length and consist of five 12 foot lanes and two four
foot shoulders for a total clear roadway width of 68 feet The proposed structure
will cross over both the CSXT and ACWR tracks as well as Aberdeen Creek
Approach work will extend from approximately 160 feet north to approximately
825 feet south of the proposed structure Approach work includes construction of

new approaches realignment and grade adjustment Traffic will be maintained
on the existing structure during construction The total project length is
approximately 1765 feet The intersection of US 15/501 and US 1 will be
improved to a T intersection which corrects sight distance and merging issues
with the existing intersection
Why Modified Alternative 17
• Safer because there is no bridge within 100 feet of the intersection of US
15/501 Alternative 1 (previously preferred) was within 100 feet of the
bridge and the intersection
• Safer during inclement weather because elimination of the bridge reduces
risk of icing
• The current design (alt 1 modified) does not show any conflict with the
utility system
• There is constructability issue with the bridge approach with the previous
design (alt 1) Also there is a conflict with the 48 sewer line in the
previous design (alt 1) This pipe is in conflict with the end bent and with
the first bent This may cause additional cost to the current total cost
• There are no temporary wetland /stream impacts with alt 1 modified
• The current cost for this alternative is $2 911 074 less than the previously
selected including mitigation
• Additional $250 000 to $500 000 will be saved depending on the method
used for utility relocation

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'Fito DI r i ciuuivai v r,a Ili It c
TIP No
B 3680
)EtOW County
MOOlRE
Route
US 15/501
Price
Amount
Fr n,
LS i to luuu South of NC 211
C®NSTR COST
Typical Section
5 Lane Curb and Gutter
$fl0 300 U00
Updated Ouantities
Clearing and Grubbing
Prepared By
Philip Culpepper
4/27/2009
Updated
Requested By
Clayton Walston
4/' 3/2009
Quantities
Line
Item
Des
Sec
No
Description
Quantity
Unit
Price
Amount
Clearing and Grubbing
1 4
Acre
$ 40 000 00
$ 56 000 00
Supplemental Clearing and Grubbing
I
Acre
$ 4 000 00
$ 4 000 00
Unclassified Excavation
50 000
CY
$ 900
$ 450 000 00
Undercut Excavation
1 500
CY
$ 1400
$ 21 000 00
Class IV Sub grade Stabilization
1 000
Tons
$ 3400
$ 34 000 00
Borrow Excavation
120 900
CY
$ 900
$ 1 088 10000
Drainage Ditch Excavation
200
CY
$ 650
$ 1 30000
Remove Existin Asphalt Pavement
5 660
SY
$ 3 50
$ 19 810 00
Select Granular Material
2000
CY
$ 2500
$ 50 000 00
Foundation Cond Mat Mmor Strs
140
Tons
$ 3000
$ 4 200 00
15 RC Pipe Culv Class III
824
LF
$ 3200
$ 26 368 00
18 RC Pi 2e Culv Class II1
316
LF
$ 3600
$ 11 37600
15 CS Pipe Culv 0 064 Thick
112
LF
$ 3800
$ 4 256 00
Fine Grading
10 700
SY
$ 250
$ 2675000.
As hBmder for Plant Mix PG64 22
275
Tons
$ 42000
$ 115 50000
As hBinder for Plant Mix PG70 22
185
Tons
$ 50000
$ 92 500 00
Base Course Type B 25 0 C
3 000
Tons
$ 4400
$ 132 000 00
Binder Course Type 119 0 C
3 100
Tons
$ 4800
$ 148 80000
Surface Course Type S 9 5 C
3 050
Tons
$ 5000
$ 152 50000
As ph Plant Mix Pav t Repair
20
SY
$ 20000
$ 4 000 00
Masonry Drama e Structures
15
Each
$ 1 350 00
$ 20 250 00
Frame w /Grate and Hood 840 03 Type E
2
Each
$ 45000
$ 90000
Frame w /Grate and Hood 840 03 Type F
8
Each
$ 45000
$ 3 60000
Frame w /Grate and Hood 840 03 Type G
4
Each
$ 45000
$ 1 80000
Frame w / Two Grates 840 05
3
Each
$ 45000
$ 1 350 00
Frame w / Two Grates 840 20
6
Each
$ 40000
$ 2 400 00
Frame w / Two Grates 840 22
2
Each
$ 525 00
$ 1 050 00
Frame w / Two Grates 840 18 Or 840 27B
2
Each
$ 50000
$ 1 000 00
Frame w /Two Grates 840 35
101
Each
$ 90000
$ 9 000 00
Page 1 of 2

TIP No [Npl d1 Q1/ (/JBB,151 3680 (/9 ROW County M® ®RE
Lgth Mt Contract Cost $ 8 934 000 00
E &C 15% $ 136600000
Construction Cost $ 10 300 000 00
Page 2 of 2
2 o Concrete Garb ano Gutter
2 -100
LF
$ It) U0
$ 3680050
Shoulder Berm Gutter
950
LF
$ 2400
$ 22 800 00
5 Mono Islands (Key In )
170
SY
$ 5000
$ 8 50000
Steel Beam Guardrail
2 300 0
LF
$ 15 50
$ 35 6A 00
Steel Beam Guardrail (Shop Curved )
2500
LF
$ 18 00
$ 4 500 00
Additional Guardrail Posts
10
Each
$ 25 00
$ 25000
GRAU Type 350
2
Each
$ 1 70000
$ 3 40000
Guardrail Anchor Type CAT 1
2
Each
$ 55000
$ 1 10000
Guardrail Anchor Type B 77
4
Each
$ 1 25000
$ 5 00000
Remove Existing Guardrail
2 700
LF
$ 1 25
$ 3 375 00
Plain Rip Rap Class B
10
Ton
$ 8000
$ 800 00
Filter Fabric for Drainage
35
SY
$ 5 00
$ 17500
Erosion Control
140
Acres
$ 25 000 00
$ 350 000 00
New Traffic Signals
1
Each
$ 120 000 00
$ 120 000 00
Si nun (per TMSD
1
LS
$ 10 000 00
$ 1000000.
Traffic Control er TMSD
1
LS
$ 155 342 00
$ 155 34200
Thermo and Markers (per TMSD
1
Miles
$ 26 780 00
$ 26 780 00
Structures
Pro osed Structure 72 wide X 230 long
16 560
SF
$ 13000
$ 2 152 80000
Concrete Approach Slabs 2@25 x 71
3 550
SF
$ 3000
$ 106 500 00
Removal of Existing Bridge 32 33 x 215 92
6 981
SF
$ 2000
$ 139 620 00
over RxR
Culverts
RCBC 4 @ 12 X10 175 14 F 46 6^
175
LF
$ 5 630 00
$ 985 250 00
RCBC 2 @ 12X10 150 14 60 7^
150
LF
$ 3 08000
$ 462 000 00
Culvert Removal 5X5 x120
760
SF
$ 2000
$ 15 200 00
T4,11tv Construction
Relocate Existing 10 Water Line
3 000
LF
$ 9200
$ 276 000 00
Includes 800 Bore & Jack per Const Utili
Relocate Existing 6 Water Line 350
LF
$ 4600
$ 16 10000
Includes Bypass Pumping er Const Utili
Relocate Existing 48 Sanitary Sewer Line
550
LF
$ 46200
$ 254 10000
Misc & Mob (10% Str & Utilities )
1
LS
$ 440 757 00
$ 440 757 00
Misc & Mob 25% Rd
1
LS
$ 817 391 00
$ 817 391 00
Lgth Mt Contract Cost $ 8 934 000 00
E &C 15% $ 136600000
Construction Cost $ 10 300 000 00
Page 2 of 2

V
TIP No
Route
Frnm
Typical Section
Prepaied By
Requested By
B 1680 I> ®Vd
US 15 /501
Bridge No 2 o er CSC R.. goad
5 Lane Section
Philip Culpepper 10/22/22008
Alan Ray 10/3/2008
Cotulty Moore
CO STR CGS T
$13 400 000
Line
Item
Des
Sec
No
Description
Quantity
Lnet
Price
Amount
Clearing and Grubbing
1 4
Acre
$ 40 000 00
$ 56 000 00
Supplemental Clearing and Grubbing
1
Acre
$ 4 000 00
$ 4 000 00
Unclassified Excavation
50 200
CY
$ 900
$ 451 800 00
Undercut Excavation
1 500
CY
$ 15 00
$ 22 500 00
Class IV Subgradc Stabilization
1 000
Tons
$ 2400
$ 24 000 00
Borrow Excavation
43 400
CY
$ 1000
$ 434 000 00
Drainage ditch Excavation
380
CY
$ 1000
$ 3 80000
Remove Extsting Asphalt Pavement
5 660
SY
$ 5 00
$ 28 30000
Select Granular Material
2000
CY
$ 13 00
$ 26 000 00
Foundation Cond Mat Ivhnor Sus
140
Tons
$ 3400
$ 4 760 00
15 RC Pipe Cu1v Class II1
824
LF
$ 3400
$ 28 016 00
18 RC Pi e Culy Class III
316
LF
$ 38 00
$ 12 008 00
15 CS Pi e Culy 0 064 Thick
112
LF
$ 4800
$ 5 376 00
Fine Grading
6 220
SY
$ 250
$ 15 55000
As hBmder for Plant Nhx PG64 22
190
Tons
$ 70000
$ 133 00000
As hBinder for Plant Mix PG70 22
140
Tons
$ 76000
$ 10640000
Base Course Type B 25 0 B
1 940
Tons
$ 4800
$ 93 12000
Bmder Course Type I 19 0 B
2 190
Tons
$ 5000
$ 109 500 00
Surface Course Type S 9 5 B
2 320
Tons
$ 5400
$ 125 280 00
Ash Plant Mix Pavt Repair
20
Tons
$ 20000
$ 4 000 00
Masonry Drainage Structures
15
Each
$ 1 475 00
$ 22 125 00
Frame w /Grate and Hood 840 03 Type E
2
Each
$ 475 00
$ 95000
Frame w /Grate and Hood 840 03 Type F
8
Each
$ 475 00
$ 3 80000
Frame w /Grate and Hood 840 03 Type G
4
Each
$ 47500
$ 1 900 00
Frame w / Two Grates 840 05
3
Each
$ 45000
$ 1 350 00
Frame w / Two Grates 840 20
6
Each
$ 40000
$ 2 400 00
Frame w / Two Grates 840 22
2
Each
$ 42500
$ 85000
Frame w / Two Grates 840 18 or 840 27B
2
Each
$ 50000
$ 1 000 00
Frame w / Two Grates 840 35
10
Each
$ 90000
$ 900000,
Page 3 of 6

TIP No B 3680
12OW Cowily Moore
• %
Lgth 4 47 Mi
Contract Cost
)E &C 15%
Construction Cost
Page 4 of 6
$ j. 1 657 000 00
$ 1 743 00000
S 13 400,000 00
2 Concrete DO, and Gutte.
911?
LF
$ 16 00
$ IS 2) 00 00
Shoulder Berm Gutter
921
LF
$ 1600
$ 14 736 00
5 Mono Islands (Key Iii)
170
SY
$ 5400
$ 9 18000
Steel Beam Guardrail
1 025 0
LF
$ 1600
$ 16 400 00
Steel Beam Guardrail (Shop Curved)
2500
LF
$ 25 00
$ 6 250 00
Additional Guardrail Posts
5
Each
$ 45 00
$ 225 00
GRAU Type 350
2
Each
$ 1 675 00
$ 3 35000
Guardrail Anchor Type CAT 1
2
Each
$ 51000
$ 1 020 00
Guardrail Anchor Type B 77
4
Each
$ 1 200 00
$ 4 800 00
Piaui Rip Rap Class B
10
Ton
$ 10000
$ 1 000 00
Filter Fabric for Drainage
35
SY
$ 500
$ 175 00
Erosion Control
110
Acres
$ 25 000 00
$ 275 000 00
New Traffic Signals
1
Each
$ 120 000 00
$ 120 000 00
Signing
1
LS
$ 10 000 00
$ 10 000 00
Traffic Control (per WZTC)
1
LS
$ 151 19800
$ 151 19800
Thermo and Markers (per WZTC)
1
LS
$ 19 219 00
$ 1921907
Structures
Pro osed Structure 68 wide X 872 long
59 296
SF
$ 12000
$ 7 115 52000
Concrete Approach Slabs 2 @25 x 71
3 550
SF
$ 3000
$ 106 500 00
Removal of Existing Bridge 32 33 x 215 92
6 981
SF
$ 18 00
$ 125 65800
U011tv Construction
Relocate Existing 10 Water Line
3 000
LF
$ 92 00
$ 276 000 00
Includes 800 Bore & Jack per Const Utility
Relocate Existing 6 Water Line 1 350
LF
$ 4600
$ 16 10000
Includes Bypass Pumping per Const Utility)
Relocate Existmg 48 Sanitary Sewer Line
550
LF
$ 46200
$ 254 10000
Misc & Mob (10% Structure & Utilities)
1
LS
$ 789 388 00
$ 789 388 00
Misc & Mob (25% Roadway )
1
LS
$ 595 19600
$ 595 19600
Lgth 4 47 Mi
Contract Cost
)E &C 15%
Construction Cost
Page 4 of 6
$ j. 1 657 000 00
$ 1 743 00000
S 13 400,000 00

BEVERLY EAVES PERDUE
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Section 404 /NEPA Merger Project Team Meeting
Concurrence Meeting
Alternative 1A
FA Project Number BRSTP- 15(11)
State Project Number 81569701
WBS Number 332221 1
TIP Project Number B -3680
EUGENE A CONn 7R
SECRETARY
Project Description Replacement of Bridge No 2 on US 15/501 over CSXT and
ACWR tracks in Moore
Alternative 1A (Recommended)
Alternative IA proposes the replacement of the existing structure with a new
bridge to span only the railroad which would be approximately 230 feet long
Also proposed is a four barrel 12 ft by 10 ft, 175 linear foot Reinforced Concrete
Box (RCB) culvert to span Aberdeen Creek and a two barrel 12 ft by 10 ft, 150
linear foot culvert to be installed below the existing ditch dust southeast of the
four barrel culvert A five lane section is proposed to provide required lanes
needed to accommodate the high volumes of turning traffic on US 15/501 at the
intersections with US 1 and NC 2111
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699 1548
on this date of October 29
ct No B -3680
TELEPHONE [phone]
FAX [phone]
WEBSITE WWW DOH DOT STATE NC US
LOCATION
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

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PROPERTY OWNERS
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NAMES AND ADDRESSES
PARCEL NO NAMES ADDRESSES
1 KENNETH A MONROE 309 BERTIE ROAD
WEST END NC 27376
2 J P SHAMBURGER
3 JOSEPH C USSERY
520 FAIRWAY DRIVE
SOUTHERN PINES, NC 28387
P O BOX 1983
PINEHURST NC 28374
4 REIDOR CORPORATION P O BOX 443
COATESVILLE, PA 19320
NCDOT
DIVISION OF HIGHWAYS
MOORE COUNTY
PROD EC Ts 332 I I (B-3680)
BRIDGE NO 2 ON US 16/501
OVER CSX TRANSPORTATION
SHEET I OF
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