20120073 Ver 1_Application_20120126

IDAV
19620
v
STATE OF NORTH CAROLINA OFIZAA ,oSA v r A �rc/ry
DEPARTMENT OF TRANSPORTATION F� q,
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
January 20 2012
U S Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Dr, Suite 105
Raleigh NC 27587
Attn Mr Eric Alsmeyer
NCDOT Coordinator
201 20073
Subject Application for Section 404 Individual Permit and Section 401 Water
Quality Certification, US 501 from NC 49 in Roxboro to SR 1602 (Jesse
Banks Road) in Person County, Division 5 Federal Aid Project No STP-
501(11), WBS Element No 34406 2 3, TIP No R -2241A
Debit $570 00 from WBS 34406 2 3
Dear Su
The North Carolina Department of Transportation ( NCDOT) proposes to improve
(� US 501 to a multilane facility from Roxboro to the Virginia State line This project has 3
sections, A, B and C Section A has independent utility from the others so it is being
permitted separately Sections B and C are post -year lets Section A of this project (4 46
miles) will provide a small amount of widening along NC 49 then will take off on new
location until it merges with Halifax Road (SR 1521) and then with US 501 to SR 1602
(Jesse Banks Road) The widening section of NC 49 will be a 5 -lane curb and gutter The
1, new location segment and widening of Halifax Road and US 501 to SR 1602 will be 4 -lane
divided with a shoulder section Included in this application package are the following (1)
cover letter, (2) ENG Form 4345, (3) Ecosystem Enhancement Program (EEP) confirmation
letter (4) concurrence letter from the North Carolina Department of Cultural Resources, (5)
Hydraulic Design and Permit Drawing Review Meetings (CP 4B and 4C) minutes for
Section A, (6) Stormwater Management Plan, (7) permit drawings, (8) and half -size roadway
plans
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
CENTURY CENTER B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610 -4328

PURPOSE AND NEED
The purpose and need as stated in the document is still applicable to Section A of this
project The need for the project was to address industrial traffic, separate local and regional
traffic and lessen traffic congestion on Madison Boulevard The purpose of the project was
to provide relief to the increased traffic demands along this northern portion of US 501 in
Roxboro and to provide an adequate transportation system for the area by completing the
"missing link' of this regional system by providing multilane from Roxboro to the Virginia
line
While completing dust Section A of the project does not fully address completing the
`missing Ink" of the transportation system from Roxboro to Virginia, it does address the
other aspects of the purpose and need It will still help separate local and regional traffic
With the additional through lanes, it will also still improve safety of the facility by reducing
competition between tractor - trailers, passenger cars and school buses
PROJECT SCHEDULE
This project has been divided into three sections, Section A, B and C This permit
application only covers Section A Sections B and C are scheduled to let post -year Section
A is scheduled to let November 12, 2012 with a review date of October 2 2012 However,
the project may be accelerated if additional funds become available NCDOT will submit
permit applications for Sections B and C when funding and final design are complete
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) for all sections of R -2241 was approved in October
1997 The Finding of Significant Impact (FONSI) was approved April 2000 Merger Team
meeting for Concurrence Points 2A and 4A was held May 13, 2004 Right of Way
Consultation was approved May 2006 Additional copies are available upon request
Concurrence was signed by the Merger Team on the following dates
• CP 1- April 28, 2000
• CP2
April 28, 2000
• CP2A
May 13, 2004
• CP3
April 28 2000
• CP4A
May 13 2004
INDEPENDENT UTILITY
The subject project complies 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 termim and is of sufficient length to address
environmental matters on a broad scope,
2
V,f-✓" I

Due to Section A of the project starting at the US 501 /NC 49 intersection and
ending at the US 501 /SR 1521 intersection the project meets the definition
f of logical termini These are rational endpoints for both transportation
* improvements and for a review of the environmental impacts The project
improvement is primarily related to congestion due to traffic generators and
the choice of termini based on these generators may be appropriate
2) The project is usable and a reasonable expenditure even if no additional transportation
improvements are made in the area
Section A from the US 501INC 49 intersection to the US 501 1SR 1521
intersection has independent utility in that it serves as an identified need for
the project area due to current congestion along existing US 501
Improvements on Section A will not force immediate transportation
improvements on sections B and C which will be constructed at future dates
Improvements on Section A are mostly on new location The proposed
improvements along Section A should not impact the operation of traffic
along Sections B and C
3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements
The proposed improvements for Section A do not restrict consideration of
alternatives for other reasonably foreseeable transportation improvements
Section A is the endpoint of the overall improvements which allows for a
range of alternatives for the remainder of the proposed project
RESOURCE STATUS
Wetland and stream determinations were re- venfied for Section A in January 2010
NCDOT received a final JD from the U S Army Corps of Engineers ( USACE) on December
30, 2010 and it expires December 30, 2015 Wetlands were re- venfied using the field
delineation method outlined in the Interim Regional Supplement to the Corps of Engineers
Wetland Delineation Manual Eastern Mountains and Piedmont Reizion The North Carolina
Division of Water Quality's (DWQ) Identification Methods for the Origins of Intermittent
and Perennial Streams was used to make stream determinations
Changes made to the jurisdictional sites from what was presented in the EA and FONSI are
included in the section below The "JD Package ID column in the tables refer to the final
JD package (January 2010) sent to the USACE for Section A
3

IMPACTS TO WATERS OF THE UNITED STATES T
Impacts to wetlands and streams are higher than stated in the FONSI This is most
likely due to the increase in number and size of wetlands and the increase in the number of *�
streams delineated during the latest reverification of jurisdictional resources
Wetlands
Wetland impacts occur to the Roanoke River Basin in HUC 03010104 Permanent riparian
wetland impacts total 2 38 acres Table 1 lists permanent impacts which include fill
excavation, and mechanized clearing
Table 1 R -2241A Wetland Impacts
Permit Site
No
Wetland ID
in EAt
JD package
ID
Riparian or
Non -n anan
Permanent
Impacts ac
2
*
1 A
Riparian
018
5
W -5
2A, 3A
Riparian
028
7
W -6
5A, 6A 7A
Riparian
013
8
*
9A, l0A
10 5A
Riparian
005
11
*
15A
Riparian
<0 01
12
W -20
15 5A
Riparian
012
13
W -13
16A
Riparian
024
14
W -14
17A
Riparian
009
15
W -15
18A 18 5A,
19A
Riparian
039
17
*
113
Riparian
080
19
*
2B
Riparian
Oil
Total
2 382
*not stated in EA 'Location IDs are a best guess based on EA map 'Total impacts due to rounding
Surface Waters
Surface water impacts occur in the Roanoke River Basin in HUC 03010104 Permanent
stream impacts are 3,832 linear feet and surface water impacts are 0 45 acres Table 2 lists
the site number, reference number, stream name, stream status and amount of permanent and
temporary impacts
Marlowe Creek and Mitchell Creek are classified as Class C streams Marlowe Creek_ is
listed in the Final 2010 303(d) report from its source to Mitchell Creek for
ecological/biological integrity benthos No other streams within 10 mile of the project area
are listed as 303(d) No streams within one mile of the project are classified as ORW
HQW, WS -I or WS -II
Utihty Impacts Impacts will occur at Site 1 from the crossing of a 10 inch sewer line and
an 8 inch water line The pipes will be trenched through the streambed but impacts will be
temporary as the streambed will be restored to its original elevation and contours These
impacts are beyond any of the construction impacts at Site 1 for the box culvert Temporary
impacts to each pipe will be 3 feet for a total amount of 6 feet
4

Table 2 R -2241A Streams Impacted
Permit
Stream ID
JD
Intermittent/
Permanent
Temporary
Impacts
Site No
in EAi
Package
Stream Name
perennial
Impacts
Impacts
requiring 3
d
Fill
138
1
S 13
1A
Marlowe Creek
Perennial
SBSZ
125
26
138
Utility
S 13
IA
Marlowe Creek
Perennial
0
Util
6
0
UT to Marlowe
3
*
2A
Intermittent
Creek
Fill
23
0
0
UT to Marlowe
Fill
112
4
S 14
3A
Perennial
112
Creek
SBS
59
39
UT to Marlowe
Fill
23
6
*
4A
Intermittent
SBS
16
Creek
30
0
UT to Marlowe
Fill
518
7A
S 16
4AA
Perennial
SBS
82
Creek
108
518
UT toMarlowe
7B
S 16
4AB
Intermittent
Fill
59
Creek
0
0
UT to Marlowe
Fill
194
8
*
8A
Perennial
SBS
13
Creek
36
194
UT toMarlowe
Fill
279
9
*
9A
perennial
SBS
16
Creek
3 3
279
l0A
UT to Mitchell
Both
Fill
92
10
S 29
SBS
20
11A
Creek
Intermittent
43
0
UT to Mitchell
Fill
282
I1
S 30
12A
Perennial
SBS
36
Creek
102
282
UT to Mitchell
13
S 23
14A
perennial
Creek
Fill
246
72
246
15A
UT to Mitchell
Both
Fill
262
14
S 24
SBS
13
16A
Creek
Perennial
23
262
Fill
653
15
S 25
17A
Mitchell Creek
Perennial
SBS
13
75
653
UT to Mitchell
Fill
148
17
*
2B
perennial
C
6 2
148
SBS
36
UT to Mill
Both
Fill
364
18
*
3B 4B
Creek
Perennial
203
364 **
SBS
10
Fill
3,393
Total
858
3,196
SBS
439
*Not stated m EA * *The 10 feet of mitigation for SBS does required mitigation from DWQ but not counted
here because total mitigation for the USACE exceeds DWQ mitigation
'Location IDs are a best guess based on EA map
2Stream Bank Stabilization 3Mitigation required by USACE
5

PROTECTED SPECIES
The United States Fish and Wildlife Service (USFWS) list one federally protected species
for Person County as of September 22, 2010 (Table 3)
Table 3 Federally Protected Species in Person County
This species was not listed when the EA and FONSI were approved Surveys were
completed in March of 2002 and no habitat is present This is explained in the
Right of Way consultation, dated May 2006 There will be no effect to this species
from this project
CULTURAL RESOURCES
Archaeolo�y
A letter dated December 7, 1995 (C -16 in EA) and a letter dated December 3 1998
(enclosed) concur that there will be no effect upon eligible archeology sites and no
additional investigations are necessary
Historic Architecture
There are two historic properties within Section A of this project Cal -Vel Village
and the Will Walker House Since the project does not improve existing US 501, there are
no effects to either property (because both are located along existing US 501) The effects
form (2006) in the EA states that there would have been adverse effects if NCDOT had
chosen to Alt 1 (Improve existing), which it did not The other two properties listed on the
form Holloway Jones Day House and the John H Merritt Homeplace are in Section B of
this project
FEMA COMPLIANCE
The project will be coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA state and local
floodway regulations
INDIRECT AND CULMULATIVE EFFECTS
The May 4, 2005 Qualitative Indirect and Cumulative Effects Assessment for R -2241
concluded the following
Despite the presence of abundant land that is or could be service by public
utilities, TIP Project R -2241 has a low likelihood of influencing intraregional land
development due to the availability of competing sites that are closer to interstate
comdors (I -85 and I -40) and larger urban centers (particularly Durham and Raleigh)
Development resulting from the project would likely come in the form of
industrial facilities with direct access to the upgraded facility, commercial
development along the five -lane portion of the new US 501 near Roxboro or
IN
Federal
Habitat
Biological
Scientific Name
Common Name
Status
Present
Conclusion
Alasmidonta heterodon
Dwarf wed emussel
E
No
No Effect
This species was not listed when the EA and FONSI were approved Surveys were
completed in March of 2002 and no habitat is present This is explained in the
Right of Way consultation, dated May 2006 There will be no effect to this species
from this project
CULTURAL RESOURCES
Archaeolo�y
A letter dated December 7, 1995 (C -16 in EA) and a letter dated December 3 1998
(enclosed) concur that there will be no effect upon eligible archeology sites and no
additional investigations are necessary
Historic Architecture
There are two historic properties within Section A of this project Cal -Vel Village
and the Will Walker House Since the project does not improve existing US 501, there are
no effects to either property (because both are located along existing US 501) The effects
form (2006) in the EA states that there would have been adverse effects if NCDOT had
chosen to Alt 1 (Improve existing), which it did not The other two properties listed on the
form Holloway Jones Day House and the John H Merritt Homeplace are in Section B of
this project
FEMA COMPLIANCE
The project will be coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA state and local
floodway regulations
INDIRECT AND CULMULATIVE EFFECTS
The May 4, 2005 Qualitative Indirect and Cumulative Effects Assessment for R -2241
concluded the following
Despite the presence of abundant land that is or could be service by public
utilities, TIP Project R -2241 has a low likelihood of influencing intraregional land
development due to the availability of competing sites that are closer to interstate
comdors (I -85 and I -40) and larger urban centers (particularly Durham and Raleigh)
Development resulting from the project would likely come in the form of
industrial facilities with direct access to the upgraded facility, commercial
development along the five -lane portion of the new US 501 near Roxboro or
IN

highway commercial development at key intersections north of Roxboro Sporadic
low- density housing could take place as well particularly along artenals feeding into
US 501
Any indirect or cumulative growth along the new location portion of the
project should be tempered by the proposed partial control of access
Because of the low amount of potential growth that could result from the
project the Neuse River Basin riparian buffer regulations, water supply watershed
regulations and the limited access proposed for the new location and widening
sections of the project, the water quality of the area should remain relatively
unharmed from any indirect or cumulative impacts associated with TIP Project
R -2241
MITIGATION OPTIONS
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide either on site or 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
Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the right of
way for R -2241A 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 Individual avoidance and minimization items are
as follows
• The project was designed to avoid or minimize disturbance to aquatic life movements
• Wetland and stream impacts were avoided and minimized during the planning process
(see EA and FONSI)
• NCDOT will minimize long -term water quality impacts using the most recent Best
Management Practices for Protection of Surface Waters,
• The use of preformed scour holes were used where applicable
• Grass swales are utilized to provide stormwater treatment These are summarized in the
Stormwater Management Plan
• Energy dissipators were used
• The wetland impacts at Site 19 were significantly reduced due to realigning the roadway
since the 4C meeting
• The alignment was shifted further north in order to avoid several wetlands being
impacted from original design (see 2A/4A concurrence packet and meeting minutes
additional copies available upon request)
• Impacts to wetlands and streams are higher than stated in the FONSI This is most likely
due to the increase in number and size of wetlands and the increase in the number of
streams delineated during the latest reverification of jurisdictional resources
• The use of 2 1 fill slopes in jurisdictional areas where possible
7

Compensation
is
As described above and in the EA and FONSI, the NCDOT has avoided and minimized
impacts to jurisdictional resources to the greatest extent possible Total npanan wetland
impacts requiring mitigation are 2 38 acres Mitigation for these impacts will come from
EEP
Permanent stream impacts are 3 832 linear feet of which 439 linear feet are for streambank
stabilization NCDOT is not proposing mitigation for the streambank stabilization Streams
at Sites 3, 6, 10 and 18 did not require mitigation from the USACE based on the field visit
January 25, 2010 Stream impacts at Sites 3 6 and 10 are below 150 feet so no mitigation is
proposed for these sites from DWQ Impacts at Site 18 are greater than 150 feet so these
impacts to the total stream will require mitigation from DWQ
Total amount of stream impacts requiring mitigation from DWQ are 3 206 feet at 1 1 Total
amount of stream impacts requiring mitigation from USACE are 3 196 feet at 2 1 The total
amount of stream impacts that will be offset by the EEP are 3 196 feet (2 1) This amount
will exceed the required amount of mitigation from DWQ so the 10 feet of mitigation
required for Site 18 is not included in the total A copy of the EEP Acceptance Letter is
included with this application
REGULATORY APPROVALS
Application is hereby made for a USACE Individual 404 Permit as required for the above -
described activities Application is hereby made for a Section 401 Water Quality
Certification from the N C Division of Water Quality In compliance with Section 143-
215 31)(e) of the NCAC we have provided a method of debiting $570, as noted in the subject
line of this application, as payment for processing the Section 401 Water Quality
Certification modification application We are providing five copies of this application to
DWQ, for their use
A copy of this permit application will be posted on the DOT website at
http / /www ncdot or /g doh/preconstruct/pe /neu/permrt html If you have any questions or
need additional information, please contact Rachelle Beauregard at reauregard @ncdot gov
or [phone]
Sincere
�' f 1-4-�
Gregory J Thorpe, Ph D, Manager
Project Development and Environmental Analysis Unit
Cc NCDOT Permit Application Standard Distribution List
8

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 original 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 instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity An application
that is not completed in full will be returned
(ITEMS 1 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 AGENT S NAME AND TITLE (agent is not required)
First Gregory Middle J Last Thorpe
First Middle Last
Company NCDOT PDEA
Company
E mad Address
E mad Address
6 APPLICANT'S ADDRESS
9 AGENTS ADDRESS
Address 1598 Mail Service Center
Address
City Raleigh State NC Zip 27699 Country US
City State Zip Country
7 APPLICANTS PHONE NOs WAREA CODE
10 AGENTS PHONE NOs WAREA CODE
a Residence b Business c Fax
a Residence b Business c Fax
919 707 6100
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)
R 2241A US 501 from NC 49 in Roxboro to SR 1602 (Jesse Banks Road)
13 NAME OF WATERBODY IF KNOWN (if applicable)
14 PROJECT STREET ADDRESS (if applicable)
Marlowe Creek and its UTs UTs to Mitchel and Mill Creek
Address
15 LOCATION OF PROJECT
City State Zip
Latitude N Longitude W
16 OTHER LOCATION DESCRIPTIONS IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section Township Range
ENG FORM 4345 OCT 2010 EDITION OF OCT 2004 IS OBSOLETE Proponent CECW OR

7 DIRECTIONS TO THE SITE
lee Permit Drawings
18 Nature of Activity (Description of project include all features)
The North Carolina Department of Transportation (NCDOT) proposes to improve US 501 to a multilane facility from Roxboro to the
Virginia State line This project has 3 sections A B and C Section A has independent utility from the others so it is being permitted
separately Sections B and C are post year lets Section A of this project (4 46 miles) will provide a small amount of widening along NC 49
then will take off on new location until it merges with Halifax Road (SR 1521) and then with US 501 to SR 1602 (Jesse Banks Road)
The widening section of NC 49 will be a 5 lane curb and gutter The new location segment and widening of Halifax Road and US 501 to
SR 1602 will be 4 lane divided with a shoulder section
19 Project Purpose (Describe the reason or purpose of the project see instructions)
The purpose and need as stated in the document is still applicable to Section A of this project The need for the project was to address
industrial traffic separate local and regional traffic and lessen traffic congestion on Madison Boulevard The purpose of the project was to
provide relief to the increased traffic demands along this northern portion of US 501 in Roxboro and to provide an adequate transportation
system for the area by completing the missing link of this regional system by providing multilane from Roxboro to the Virginia line
While completing just Section A of the project does not fully address completing the missing link of the transportation system from
Roxboro to Virginia, it does address the other aspects of the purpose and need It will still help separate local and regional traffic With
the additional through lanes it will also still improve safety of the facility by reducing competition between tractor trailers passenger cars
and school buses
1 USE BLOCKS 20 23 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED 1
20 Reason(s) for Discharge
Roadway fill pipe extensions and stormwater devices
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
22 Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres see permit drawings
or
Linear Feet
23 Description of Avoidance Minimization and Compensation (see instructions)
see cover letter
ENG FORM 4345 OCT 2010

24 Is Any Portion of the Work Already Complete? nYes XX No IF YES DESCRIBE THE COMPLETED WORK
25 Addresses of Adjoining Property Owners Lessees Etc Whose Property Adjoins the Waterbody (d m re than can be entered h re please ttach a s ppl m ntal l st)
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
-Ja V1 Z U, Zd 12
I URE OF APPLICANT ATE 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
fraudulent 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

o tem
a ee1t
PROGRAM
January 17 2012
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
R 2241A, Improvements to US 501 from NC 49 in Roxboro to SR 1602 (Jesse Banks
Road) Person 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 January 12 2012 the impacts are located in CU 03010104 of the Roanoke River basin in the Central
Piedmont (CP) Eco- Region, and are as follows
Roanoke
03010104
Stream
Wetlands
Buffer (Sq Ft.)
Non
Coastal
CP
Cold
Cool
Warn
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts
0
0
3 196
238
0
0
0
0
(feetlacres
This mitigation acceptance letter replaces the mitigation acceptance letters issued on November 22,
2011 and January 3 2012 EEP commits to implementing sufficient compensatory stream and riparian wetland
mitigation credits to offset the impacts associated with this project 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
Michael ison
EEP Deputy Director
cc Mr Eric Alsmeyer USACE — Raleigh Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands/401 Unit
File R 2241 A Revised 2
Rutorui!5 EkkanaKg Pro" Our Stag
1�CDTENR
North Carolina Ecosystem Enhancement Proaram 1652 Mail Service Center Raleiah NC 27699 1652/ 919 715 0476 1 www nceeo net

0
@aww�
North Carolina Department of Cultural Resources
James B Hunt Jr Governor
Betty Ray McCain Secretary
December 3 1998
Nicholas L Graf
Division Administrator
Federal Highway Administration
310 New Bern Avenue Suite 410
Raleigh NC 27601 1442
Re Report on Phase II Archaeological Testing Site
31 PR89 &89* * US 501 Person County
Federal Aid Project MASTP 501 (1) State Project
8 1380501 TIP Project R 2241 ER 93 7903
ER 99 -7576
Dear Mr Graf
Division of Archives and History
Jeffrey J Crow Director
Thank you for your letter of October 7 1998 transmitting the archaeological
testing report by Gerold Glover of the North Carolina Department of Transportation
concerning the above project
For purposes of compliance with Section 106 of the National Historic Preservation
Act we concur that the following property is not eligible for inclusion in the
National Register of Historic Places under Criterion D
31PR89 &89 **
This site lacks undisturbed deposits and is unable to yield information important to
history or prehistory We do not recommend additional archaeological investigation
in connection with this project as currently proposed
In general the report meets our office s guidelines and those of the Secretary of the
Interior However an updated site form for 31 PR89 &89* * including information
on the Phase II testing should be submitted to our office as soon as possible
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation s Regulations
for Compliance with Section 106 codified at 36 CFR Part 800
w

•
Nicholas L Graf
December 3 1998 Page 2
Thank you for your cooperation and consideration If you have questions
concerning the above comment please contact Renee Gledhill - Earley environmental
review coordinator at 919/733 4763
ncerely
David Brook
Deputy State Historic Preservation Officer
DB slw
cc William Gilmore
T m Padgett
rold Glover

April 25, 2005
Subject Draft Minutes Interagency Hydraulic Design 4B Review Meeting on
April 20 2005 for R -2241 A, Person County
Team Members
Eric Alsmeyer — USACE (Present)
Nikki Thomson — NCDWQ (Present)
Travis Wilson — NCWRC (Present)
Gary Jordan — USFWS (Absent)
Chris Milrtscher — EPA (Present)
Jackie Obediente — NCDOT PDEA (Present)
The project is the Roxboro bypass
The meeting began at 8 30pm
Participants
Marshall Clawson — NCDOT Hydraulics
T N Parrott — NCDOT Division 5 Construction
Ben Upshaw — NCDOT Division 5 Construction
John Alford — Ralph Whitehead Assoc
Frank Fleming — Sungate Design
Chris Murray — NCDOT Division 5 DEO
Brett Feulner — NCDOT ONE
John Frye — NCDOT Structure Design
Robert Stroup — NCDOT Design Services
Clayton Walston — NCDOT Design Services
Dan Duffield — NCDOT Hydraulics
Christina Breen - NCDWQ
Marshall Clawson (MC) Opens meeting allows for introductions notes that the 4A was held
5/13/04
Sheet 4
Frank Fleming (FF) — Begins with an overview of the drainage and culvert We are out letting
close to the stream
Nikki Thomson (NT) — No Direct Discharge
MC — No buffers
NT — Still no direct discharge per the 401 certification
FF — We have a short ditch right before entering the stream
Chris Milrtscher (CM) — What's the velocity?

i
FF — We will get it and enter it into the minutes The velocity out of the pipe is 4 6 /sec The outlet
ditch is flat The drainage area is 17 acre For treatment, the grass swale requirement is 17 We
have 17 5 from the end of the pipe to the channels waters edge The velocity in the channel is
1 5' /sec
Sheet 5
FF — Overview, next site is 15 +40 — L Lt — wetlands
CM — Wetlands on both sides?
FF — No dust on the one continue with overview
CM — Proposed Equalizer Pipe9
FF — No existing pipe
CM — an outfall?
FF — Yes, that s were its going now, the outlet pad is in the wetlands
CM — Can we pull it back?
Eric Alsmeyer (EA) — How about angling the pipe?
FF — Not desirable, would erode the bank
CM — Wetland limits?
FF — Don't know how far they extend
- Discussion
EA — Not a whole lot of flow not a lot we can do
CM — velocity
FF — 3 m/s 9 8 ft/sec Q10
CM — As long as there is no draining effect to the wetland
FF — Ditch is steep — will not affect the wetland
FF —Next site station 19 +20 JD stream
T N Parrott (TP) — Does this flow in roadside ditch to the culvert?

FF — Yes
EA — Will look at my notes, I think this was supposed to be thrown out
CM — Does not look like a JD call
EA — If Brett could check with ONE s consultant and double check their notes
FF — It is not on the soils or quad maps
FF Next site sta. 21 +00 overview of culvert Note missing wetlands area FF will send wetland
files to Project Services RWA(pnme) has sent the files to Project Services
CM — Extend culvert or new culvert?
FF — New culvert, roadway is raising the grade and currently we have relief and had to resize the
structure We are burying it also
CM — What s the Name of stream?
FF — UT to Marlow Creek
CM — As long as it is not perched
FF — It won t be perched, we are burring it 10
Travis Wilson (TW) — Any sills?
FF No, Size of the culvert matches the stream channel pretty good in the location of the inlet and
outlet
TW — As long as you are not over widening the stream
FF- We can put a note on the plans that states NO Extra Channel Work
Sheet 8 right of sta 25 +00
FF — Overview of plans
NT — Is there a pipe in the stream?
FF — Yes
CM — Straightening the channel?

FF—No
Sheet 11 next site
FF — Last culvert site — overview
Brett Feulner (BF) — Is that a stream9
FF - Yes, from ONE s wetland file
CM — Total take?
FF — Yes
CM — What about a PSH?
FF — Yes
CM — What about the Rip Rap?
FF — It s toe protection This is where we had an alignment shift
TW — What about the outlet velocity?
FF —15 ft/sec
FF — continue the overview
CM — Fill Slopes?
FF -21
TW — Outlet Protection?
FF — Only on the banks?
TW — Sills?
FF — Yes, we will add sills to hold the material in place
Chris Murray (CM -DEO) Could we get some np rap at the inlet say 5 -10 ft at the ends of the wing
walls? This is to help stabilize the fill slope
FF — We will add 5 -10 ft of np rap at the inlet of all three box culverts
TP — Pipe or culvert at station 37 +40

• FF —Pipe
Next Site Sta 40 +40
FF — Overview of 60" pipe — JD stream
Sheet 14 Next Site Sta 11 +60 Y3
FF Overview of wetland which leads to a JD stream — 2 existing pipe converge to one stream
CM — PSH outside of Wetlands?
FF — yes
Sheet 15
FF- Overview JD station 50 +80 - 48 Pipe
- Discussion
Sheet 16
FF JD stream and wetland 30 pipe
CM — Existing channel at outlet? Can you put np rap in the channel?
FF — Only on the banks
CM — Headwall?
FF —No only on 30" and larger
EA — Move pipe
FF — 53 +60 — The outlet end will be adjusted with a base channel connecting to the existing
channel
EA — This maybe a cross pipe we might not want to bury
CM & EA — Do not bury
CM -DEO — The remaining wetland is not going to function it should be a total take Therefore
bury the pipe
FINAL Call by EA, CM, CM DEO total take

Next sheet 17 Sta 57 +60
FF- Overview Discussion
Sheet 18 Next Site Sta 65 +00
NT — Total take9
FF —Yes total take
CM — What about the pond9
FF — The actual Dam portion of the pond is located within the R/W — we are taking the pond
FF — Continue with overview, ditch to 54" pipe and ditch at outlet to tie to existing channel
Sheet 20 next site Sta 68 +80 JD stream
FF — Overview Replacing all with a 54 pipe
Sheet 22 Next site sta. 76 +60 JD stream
FF — Overview — 2 pipes at sta 76 +00 and 77 +00
EA — Question where does JD start?
BF — I will get up with our consultants
CM -DEO — Impact during construction?
NT — All Stream impacts / enhancements need accounted for
EA — Not much of a stream (Brett you need to check this site as I think there was some question as
to where the JD call starts)
NT — Stream U/S of 450 at Sta 77 +00
FF — No, no JD upstream
Next site — wetlands on the matchline
BF — Will check to see if the channel at the end of the project is JD
Discussion over project tie

General from CM -DEO Fill slopes in wetlands could we get toe protection on the fill slopes in
wetland areas?
FF — Yes well add it to the plans
The meeting adjourned at 10 15

L
Minutes from the Interagency 4C Hydraulic Design Review Meeting
R -2241A in Person County
May 18, 2011
9 00 am —10 30 am
Team Members
Eric Alsmeyer, USACE
Gary Jordan, USFWS
Travis Wilson NCWRC
Rob Ridings NCDWQ
Chris Milrtscher, EPA
Felix Davila FHWA
David Hams, REU
Ron McCollum, Roadway
Betsy Cox Structures
D Linwood Stone, PDEA
Rachelle L Beauregard NEU
Dennis Jernigan Division 5
Minutes
(absent)
(absent)
(absent)
(present)
(absent)
(present)
(present)
(absent)
(present)
(absent)
(present)
(present)
Participants
Marshall Clawson, Hydraulics
Dan Duffield, Hydraulics
Will Hines, Sungate Design
James Pflaum, NEU
John Nigro, Utilities
Eugene Tarascio PDEA
Mark Eatman TPB
Phil Hams, NEU
Elizabeth Lusk, NEU
Mark Staley, Roadside Environmental
David Clodgo Roadway Design
Ron McCollum Roadway Design
Bernadette Clomnger, STV/RWA
Chris Murray Division 5
Heather Montague, Division 5
General Introduction was initiated by Marshall Clawson Introductions were made by all
in attendance
General Comments
(Division) For culvert crossings permanent impacts to be shown to end of nprap and
temporary impacts to be show from end of nprap to R/W or easement line
(Hydraulics) On the Summary Sheet, temporary existing channel impacts will be
separated out of the permanent existing channel impacts Stream Bank Stabilization will
also be separated out
(NEU) Mechanized Clearing impacts should be taken to the R/W or easement line
(Division) Bury cross -pipes 20% if there is a significant channel If no significant
channel, then do not bury

r
(Division) For cross pipes with headwalls add nprap (on banks only) at inlet Include
tonnage and linear feet
Ditch Detail Sheet
(Division) For Detail 2, show PSRM
(Division) Revise Toe Protection Detail to show nprap keyed in 2 -feet when used in
wetlands
(Division) Update Preformed Scour Hole Detail to current Detail
(Division) Revise Energy Dissipator Detail to show Class II Riprap
(Division) Place note on Plan to see CSR for Riprap Detail Also, Detail needs to show
Filter Fabric under the nprap
Sheet 4
No Comments
Sheet 5
Site 1 (Division) Shorten 375 RCP to outlet at top of nprap
(Team Member Comment) Need to add Temporary Impacts to Legend
Sheet 6
Site 3 (NEU) Note on Summary Sheet that stream impacts are non- mitigatable
Site 3 (Team Member Comment) Provide Blow up of site
Sheet 7
Site 4 (Division) Lateral ditch located upstream of culvert needs to be shown connecting
to the channel
Site 4 (Team Member Comment) Investigate whether Energy Dissipator is needed If it
is, then rotate Dissipator as needed
Site 5 (Division) Currently, the stilling basin on the construction sequence has been
shown in the wetland located in the southeast quadrant Look into moving in order to
reduce impacts

Sheet 8
Site 6 (Division) Realign Energy Dissipator (EPA) Look at using a drop box in the 600
CSP in order to eliminate the Energy Dissipator
Site 6 (Division) Do not bury the outlet of the 900 RCP cross pipe
Site 6 (Division) Use Class I Riprap at outlet of 900 RCP cross -pipe instead of Class B
Site 6 (NEU) Note on Summary Sheet that stream impacts are non nutigatable
(EPA) He asked if there were any pictures (Hydraulics) Typically, pictures are only
brought to the 4B Meeting
Sheet 11
Site 7 (Division) On the inlet end of RCBC, extend nprap to beyond the intersection
with the diversion ditch
Site 7 (Team Member Comment) Label RCBC with Sills
Site 7 (Division) Concern about the Preformed Scour Hole located at Station 35 +10 L-
rnght and the possibility of stormwater flowing against fill (Hydraulics) Suggested that
storm drainage system be taken to the lateral ditch located at Station 35 +20 L- left and
the Preformed Scour Hole elumnated
Site 7 (NEU) Note on Summary Sheet that stream impacts for the short stream located at
Station 35 +40 -L- left are non- mitigatable
Site 7 (NEU) Delete stream shown at Station 35 +70 -L- left in order to prevent any
confusion
Site 8 (USACE by a mail) Asked whether or not this should be a total take (Agencies)
After some discussion it was decided that this site should not be a total take
Sheet 12
Site 9 (Division) Look at realigning or eliminating the Energy Dissipator
Site 9 (Division) Why is there an endwall proposed at the outlet of the 1500 RCP cross -
pipe? (Sungate) Do not know
Site 9 (Division) Place riprap at inlet around headwall and outward for about 5 feet along
banks
qC

Sheet 14
Site 10 (Division) Use Class I Riprap at outlet of both 900 CSP cross pipes instead of
Class B
Site 10 (NEU) Note on Summary Sheet that stream impacts are non- mitigatable
(Team Member Comment) Delete the Denotes Mechanized Clearing" symbol since
there is none at this site
Sheet 15
Site 11 (Division) Remove the Preformed Scour Hole located at Station 50 +80 -L- left
(Hydraulics) Suggested that the Preformed Scour Hole be eliminated and replaced with a
ditch to pipe outlet
Site 12 (Hydraulics) Based on the contours it does not appear that the cross -pipe is
located in the natural channel (Sungate) The alignment will be investigated and
compared with survey shots
Sheet 16
Site 13 (Division) He asked if the tail ditch at the outlet is shown as Fill in Wetland
(Sungate) It is difficult to see on the Permit Drawing but it is actually shown as
Excavation in Wetland
Site 13 (Division) He asked if the headwall is located in the wetland (Sungate) It is
difficult to see on the Permit Drawing, but it is located in the wetland
Sheet 17
Site 14 (Team Member Comment) He asked if the JD streams were shown correctly
(NEU) Said the JD was shown correctly
Sheet 18
No Comments
Sheet 19
(Division) Confusion of which impacts belonged to Site 15 and which belonged to Site
16 (Sungate) Additional Site labels will be added to the Permit Drawing
Site 15 (USACE by e-mail) The stream impact is missing from the Summary Sheet
(Sungate) The impact was inadvertently left off It will be corrected

Site 15 (USACE by e-mail) It is unclear where the stream impact ends on the
downstream end and what the impact is downstream of the riprap shown on the banks
(Sungate) We will try to make the impacts more visible
Sheet 20
Site 17 (USACE by e-mail) The lateral ditch in the wetland located at Station 68 +80 L
right may have a lateral drainage effect on the remaining wetland therefore, recommend
eliminating the lateral ditch and take the storm drainage system out at Station 68 +60 L-
left This will eliminate the lateral drainage effect and reduce the wetland impact
Site 17 (Division) Extend the riprap at the outlet to dust past where the lateral ditch
connects to the JD stream
Sheet 22
Site 18 (Division) Asked if the outfall ditch can be straightened and if it is possible to
obtain more TDE (Sungate) We will investigate (Hydraulics) Hydro obtained
information after the meeting that the TDE has not been obtained at this time
Site 18 (Team Member Comment) Impact from constructed outfall ditch will be
temporary Temporary Impacts will be added to the Legend
Site 18 (Division) He discussed the possible use of coir fiber matting and live staking
along outfall (Hydraulics) A note will be added to the Plan to see Erosion Control Plans
for live staking and reforestation
Site 18 (NEU) Note on Summary Sheet that stream impacts are non- mrtigatable
Sheet 23
Site 19 (USACE by e-mail) The wetland impact at this site should be calculated to
include all (total take) of the sliver remnants of the wetland located at Station 78 +50 -L
right that do not have a footprint impact
Site 19 (Ron McCollum) Can this impact be reduced or eliminated by a roadway
realignments (Roadway) This area is currently being looked at and there will be some
realignment that may reduce or eliminate the impact
Site 19 (NEU) Note on Summary Sheet that stream impacts are non- mrtigatable
Meeting adjourned
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PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO NAMES ADDRESSES
14 -F- --'Tir�LewisContra�t�igTn�-- 3068 Chub Lake Rd
Roxboro 27574
15 j Roxboro Properties LLC: P6 —Box 190138
ITX 75219
16A IJ E Gates Trust 720
Roxboro INC- 27573
16B J E Gates Estate PO Box 720
J�&-bo—ro 27573
Moody &-Anderson Properties Inc 112 S Main St
Roxboro' 27573
�aniel 570 Virgilina Rd 127573
Roxboro INC
41 1,-!Ke LtrC--[-2-qehaf 285 Adcock Rd
[Heirs Lillington C 27546
fe:ejtecoit-- 1065 Pro\Adence Rd
Tboro
j�o 127573
J1031 Pro\Adence Rd 127573
Roxboro
j Roxboro 27573
1899 Virgilina Rd
625_ ]Garrett G
iChades; F Sams Jr-1 27574
Roxboro
6—A— Jeffers C
NCDOT
DIVISION OF HIGHWAYS
PERSON COUNTY
PROJECT 34406911 (R-2241A)
US 501 MROM NC 49
IN ROXBORO TO
SOUTH OF SR 1602
SHEET q3 OF L-f 1� 11/02/11

PARCEL NO
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
ADDRESSES
77
Clay
!Austin _B '-20-4
H-i-I I -St
Heirs
[
A_ox_borcF Tj2_75 3-
—Patter-son
!oh_n_6
701 Dr
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Heirs
Roxboro NC [27573
--
782
-Ronald
-E—Thomas - - Jr _
9�8 §irora Rd
;Jodi
R Thomas
�Roxboro INC 127574
80
Shotwell Jr fji�ies
509 Meherrin Lane
1
Murfreesboro rNC '_27855
_65-­­�
Brooks 1-6-h—arles F 1
3875 Halifax Rd
Wilma Brooks _Roxboro
_
Nd ^27574
C6
MontwoodT��tFsf_dku_rch
_L
14416 Boston Rd —
_11Roy
Roxboro NC 27573
87
jpo!We11 R
4431 Halifax Rd_
Oro 10�7_3
7A
87A_
-1-Rache-al DI
124 Wade owlWel I Rd
'NC
Roxboro 12-,
-87Z
Martha B Powell i
150 Wade Powell
Roxboro ;NC
89Z -.Robin
E Wrenn
_127574
8101 Slatesville Rd
Keelin-g IVA 124566
90 1
Force Protection Industries_ Inc
9801 Highway
_rbivid
1-adso-n- --E -2-945-6
- -_ (SC
103
Allen f N
33 Kendrick Dr
l Elizabeth Allen
12_775_74__ i
NCDOT
DIVISION OF HIGHWAYS
PERSON COUNTY
PROJECT 34406911 (R-2241A)
US 501 FROM NC 49
IN ROXBORO TO
SOUTH OF SR 1602
LIF Lf � ?,
I ISHEET OF 11/02/11

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