20120142 Ver 1_Application_20120210

BEVERLY EAVES PERDUE
GOVERNOR
STATE OF NORTH CAROLINA
FEB I 0 2011
DEPARTMENT OF TRANSPORTATION '�n+
U S Army Corps of Engineers
Regulatory Field Office
69 Darlington Avenue
Wilmington NC 28402 -1890
ATTN Mr Ronnie Smith
NCDOT Coordinator
EUGENE A CONTI JR
SECRETARY
February 6, 2012
Subject Application for Section 404 Individual Permit and Section 401 Water
Quality Certification for widening and new lane construction from US 74
Rockingham/Hamlet Bypass to US 220 Ellerbe Bypass in Richmond County
Federal Aid Project No NHF- 0220(4), State Project No 8 1580802,
Division 8, TIP Nos R- 3421A, B and C
Debit $570 from WBS 34542 12
Dear Sir
The North Carolina Department of Transportation ( NCDOT) proposes a four -lane divided,
fully controlled access freeway both on new location and upgrading portions of existing US
220 for connectivity of I -73 and 174 The total length of the project is approximately 9 9
miles This project is split into three sections Section A is approximately 18 miles from
US 74 Bypass west of Rockingham at SR 1109 (Zion Church Road) to 0 3 miles south of SR
1140 (Old Charlotte Highway) Section B is approximately 4 3 miles from 0 3 miles south
of SR 1140 to 0 2 miles southwest of SR 1304 (Harrington Road) Section C is
approximately 3 7 miles from SR 1304 to US 220 Business/Bypass Interchange south of
Ellerbe This application includes the final design impacts for Section C and preliminary
impacts for Sections A and B
Included in this application package are the following (1) this cover letter, (2) ENG Form
4345, (3) Ecosystem Enhancement Program (EEP) confirmation letter, (4) Hydraulic Design
and Permit Drawing Review Meetings (CP 4B and 4C) minutes for Section C, (5) National
Marine Fisheries Service (NMFS) a -mails (6) State Historic Preservation Office (SHPO)
concurrence letter, (7) Stormwater Management Plan, (8) permit drawings, (9) and half -size
roadway plans
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone]
PROJECT DEVELOPMENTAND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 27610 4328
RALEIGH NC 27699 1598

s__�
1
Purpose and Need
This project is part of the 173/1-74 Interstate Corridor was designated under the 'National
Highway System Designation Act of 1995 ' In Section 330 Identification of High Priority
Corridors Subsection (a)(ut)- Amendment of the Intermodal Surface Transportation
Efficiency Act of 1991 (ISTEA), Part (I) in the case of 173 and (II) in the case of I -74, ` (dd)
United States Route 220 to United States Route 1 near Rockingham " " -are hereby
designated future parts of the Interstate System The needs for the I- 73/1 -74 improvement
project are summarized below
• Will provide a freeway facility between two completed projects (R-512 and R 2231),
• Will improve the Intrastate Highway System in North Carolina,
• Will remove interstate traffic from the non - controlled access highway system and
signalized at -grade intersections in Rockingham
• Will reduce local congestion in Rockingham
• Will improve safety and reduce accidents,
• Will provide a continuous through travel route for passenger vehicles and trucks, and
• Will complete a ` missing link' in proposed Interstate route through North Carolina
PROJECT SCHEDULE
For construction purposes, this project has been divided into three sections Section C is
scheduled to Let on November 20 2012 and has a review date of October 2, 2012 Section
A is scheduled to Let in October 2017 and Section B is scheduled to Let in January 2018
However, the protect may be accelerated if additional funds become available NCDOT will
submit permit modification applications for R -3421 A and B when final designs are
complete
NEPA DOCUMENT STATUS
The Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) were
approved by the Federal Highway Administration (FHWA) in March 1999 and February
2002 respectively A Right of -Way Consultation was completed for the project in October
2010 These documents were circulated to the appropriate agencies Additional copies are
available upon request
INDEPENDENT UTILITY
The subject project complies with 23 CFR Part 771 111(f), which lists the 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

Ob 4
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
RESOURCE STATUS
Wetland and stream determinations, originally verified for an approved Jurisdictional
Determination (JD) for all sections of R -3421 occurred in April 2005 While the USACE
concurred with the jurisdictional features present at that time no final verification was
received from USACE from those site visits NCDOT received a final JD from the USACE
on June 14, 2011 for R 3421 C Wetlands were verified using field delineation methods
outlined in the Regional Supplement to the Corps of Engineers Wetland Delineation
Manual Atlantic and Gulf Coastal Plain Region 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 Sections A and B are currently being re-
venfied and NCDOT will obtain a final JD before submitting the permit modifications for
these sections
Changes made to the jurisdictional site from what was presented in the FONSI are included
in the section below The "JD Package ID' column in the tables refer to the final JD
package (2011) sent to the USACE and NCDWQ for Section C
IMPACTS TO WATER OF THE UNITED STATES
Utility Impacts There are no anticipated impacts due to utilities for this project Utility
poles will be placed outside of jurisdictional areas so as to "bridge' these areas The town of
Ellerbe is in the process of installing a sewer line between Ellerbe and Rockingham along
US 220 This work will be completed before R -3421 C will start and is not influenced by the
construction of the NCDOT project A waterline currently running along US 220 will be
relocated and will be completed before construction of R -3421C will begin This project is
being handled by consultant for the town of Ellerbe The consultant for the waterline
relocation states that they will directional bore the pipe under any jurisdictional resources
causing no impact to these areas
Wetlands
Wetland impacts occur in the Yadkin- PeeDee River Basin in HUC 03040201 Permanent
riparian wetland impacts total 14 44 acres and non -npanan impacts total 0 09 acres for the
entirety of R -3421 Tables 1 2 and 3 list permanent impacts (fill, excavation and
mechanized clearing) for the project Impacts are based upon final design for R -3421C
presented in the May 2011 4C meeting and preliminary design for R-3421 A and B
3

Table 1 R -3421C Wetland Impacts (Final)
,Permit -
Site No
Wetlan"'d ID Yn
F,®NSI
package ID
Riparian or
Non -ri anan `
Permanent
impacts ac
1
NA
30
Riparian
008
2
NA
29
Riparian
020
3
13
28
Ri anan
019
4
14
27
Ri anan
079
5
15
26
Ri anan
145
6
15
22
Non -n anan
001
7
17
21
Riparian
266
8
18
18
Riparian
031
9
19
20
Ri anan
067
10
20
16
Riparian
092
12
22A
15
Riparian
016
15 **
21
11
Ri anan
010
16
22A
12,13
Riparian
003
24
NA
9
Ri anan
009
25
NA
6
Riparian
001
26
17
23
Ri anan
002
28
NA
39
Non -n anan
<0 01
29
NA
36,37
Non n anan
007
30
NA
35
Ri anan
033
31
NA
34
Riparian
018
33
NA
31,32
Ri anan
023
34
NA
8
Ri anan
018
Total
8 67*
*Total impacts due to roundmg
* *Does not require mitigation
Table 2 R -3421A Wetland Impacts (Prehminarv)
�Permt�SYte�
Wetland�ID
0i", st
JD package
Itiparian� or
� �
� ,
`Permanent
Ipactsi(ac}
wFONSI�
t A M � �
Sri arian �
�
2
NA
„ o ¢
E
Riparian
076
6
3
Riparian
025
7
1
Ri anan
0 15
8
NA
Riparian
009
Section A Total
125

V,)
Table 3 R -3421B Wetland Impacts (Preliminary)
Permit Site.-
�
Wetland IDS
ID package
Riparian or
� �
Permanent
�No'
'tpin
�0 ID ��,�, �
� ��Non-
y
Impacts (ac)
No 7
- -FONSI
4A
art anan,
yg a
1
4,5
€
Riparian
025
3
NA
Riparian
003
Perennial
4
NA
a
3 w
= w
3
Riparian
009
5
NA
Riparian
002
6
5A
Ri anan
058
8
5B
Riparian
020
9
10
Riparian
042
10
7,9
Riparian
1 11
11
8
Ri anan
<0 01
12
11
Riparian
192
Section B Total
4 62*
*Total unpacts due to roundmg
Surface Waters
Surface water impacts occur in the Yadkin PeeDee River Basin in HUC 03040201
Permanent stream impacts for R- 3421A, B and C are 12 800 linear feet Tables 4 -7 list the
site number, reference number, stream name, amount of permanent impacts and amount of
mitigation required During the 4C meeting, held on May 12, 2011 it was determined that
the pond on Site 32 of Section C was not jurisdictional Impacts are based upon final design
for R 3421C and preliminary impacts for R 3421A and B
No streams impacted are listed in the Final 2010 303(d) report No other streams within one
mile of the project are classified as ORW, HQW, WS I or WS -II All streams are classified
as Class C
Table 4 R -3421C Streams Im acted and Their Descri tions
P�rm1t1
Y:�
LStr6am
4 sh,
`?4JD st
g �f�
& '�t" 33 s
a 6s '3d qb
Site
IDin
J
Package
U�
Stream Name r
n 0 3w W lot's, , � ��
Intermii�ent/Perenmal
� ; i g � 4W
No 7
- -FONSI
ID's �.
5
24
SS
UT to Cartledge Creek
Perennial
8
26
SQA Q
UT to Hitchcock Creek
Perennial
9
26
SO SP
UT to Hitchcock Creek
Perennial
12
NA
SN
UT to South Prong
Intermittent
Cartledge Creek
13
27
SJ,SL
UT to South Prong
Intermittent
Cartledge Creek
14
28,29
SM
UT to South Prong
Intermittent
Cartledge Creek
16
NA
SY
UT to South Prong
Perennial
Cartledge Creek
17A
30
SJ ' SK S
UT to South Prong
Intermittent
L
Cartledge Creek
5

Permit
Stream
JD ��"
Requiring
Mitigt�on �O
_ P
4 1
�Mifigation
Site
Min
Package
`Stream Name
Intermrttent/Perennial id,
No,
FONS%
g ID
629
21
9
463
20
UT to South Prong
21
17B
30
SI,SI A
Cartledge Creek
Perennial
13
205
20
UT to South Prong
1 1
18
31
SH
Cartledge Creek
Intermittent
16
61
0
UT to South Prong
21
19
32,33
SG
Cartledge Creek
Intermittent
17B*
606
10
UT to South Prong
2 1
20
34
SF
Cartledge Creek
Intermittent
19
199
22
South Prong Cartledge
1 1
21
35
SD SE
Creek
Perennial
21 **
279
167
UT to South Prong
2 1
23
36
SC
Cartledge Creek
Intermittent
24
37
SB
UT to South Prong
Perennial
26
41
20
Cartledge Creek
21
26
25
SR
UT to Cartledge Creek
Perennial
27
25
SR
UT to Cartledge Creek
Perennial
Table 5 R -3421C Surface Water Impacts (Final)
Pernt�
Permanent�Stream
acts
��P��
Temporary ���mpacts
Stream Im acts
p
Requiring
Mitigt�on �O
_ P
4 1
�Mifigation
5
278
20
278
2 1
8
629
10
629
21
9
463
20
463
21
12
40
10
40
1 1
13
205
20
205
1 1
14
538
10
538
1 1
16
61
0
61
21
17A
381
10
381
1 1
17B*
606
10
178
2 1
18 **
218
17
208
2 1
19
199
22
199
1 1
20
191
24
191
1 1
21 **
279
167
239
2 1
23
449
21
449
1 1
24
212
8
212
2 1
26
41
20
41
21
27
196
22
196
21
Total
4,986
411
4,508
*It was determined by the agencies that the 428 ft concrete lined stream would require no mitigation
* *Impacts to stream include bank stabilization Site 18 bank stabilization equals 10 linear ft Site 21 bank
stabilization equals 401mear ft
'Ratios from USACE Final JD

Table 6 R -3421A Streams Imnacted (Preliminary) and Their Descrintions
Permit 3
Stream
JD
x
Intermittent
Permanent ,
Temporary
Site
ID in
Package
Streams Name 4�_
Intermittent,
�,m �� K
Stream ,
I
Stream, f'
No
FONSI,
T
, ID
��
/Perennial
T! �t I �N
Im acts ft
Im ft
�€
acts
1
2
UT to PeeDee
perennial
364
0
a�
River
2
No #
Seaburn Branch
Perennial
28
40
2
3,4
Q
UT to PeeDee
perennial
1 097
0
a �,
River
'
3
56
UT to PeeDee
Perenrual
676
0
No #
a
°
River
352
26
0
UT to PeeDee
4
10
o
River
Perennial
511
0
14
0
UT to Cartledge
Perennial
645
20
.� o
9
UT to PeeDee
5
89
UT to
River
perennial
435
0
'"
Creekledge
8
16
UT to Cartledge
Perennial
832
90
7
7
Creek
UT to PeeDee
Perennial
1,247
100
18B,19,
UT to Cartledge
3
River
10
20 21
Creek
SectionBTotal'
8
11
UT to PeeDee
Perennial nial
187
0
r
# �� Section
AJTQ all,
4,517
100
Table 7 R -3421B Streams Impacted (Prelimmarv) and Their Descnntions
Permit I
P Stream
JD
x
Intermittent
Permanents
�
Tem orary
SI O
� �., ��
ID i
��
.�Package
- 4Stream Name
�
� � ��
/ Perennial
�7
X` Stream x
¢,
Stream
No
FONSI
ID
��
Im acts ftIm
acts ft
1
No #
UT to Seaburn
perennial
24
15
a�
Branch
2
No #
Seaburn Branch
Perennial
28
40
3
13
UT to Seaburn
Perennial
759
37
+ `''
Branch
4
No #
a
UT to Seaburn
Perennial
352
26
0
Branch
5
14
0
UT to Cartledge
Perennial
645
20
.� o
9
Creek
7
15
UT to
perennial
610
20
'"
Creekledge
8
16
UT to Cartledge
Perennial
832
90
3
Creek
11
18B,19,
UT to Cartledge
perennial
47
10
20 21
Creek
SectionBTotal'
3,297
258

PROTECTED SPECIES
The United States Fish and Wildlife Service ( USFWS) list four federally protected species
for Richmond County as of September 1, 2010 (Table 8)
Table 8 Federallv Protected Species in Richmond County
Scientific'Name�
�' s 3
Names
r Y `i5
a �� �
Federal Sta
T` .''. e� lv`'y 9
i �abitat�r
q�, 6Wml- '
� � Biological1
%W'z%
�
,Common
�
use,
6 �' ' � 6
45
Present
7
Conclusion „¢ '
Picoides
Red - cockaded
Endangered
Yes
No Effect
borealis
woodpecker
Acipenser
Shortnose
Endangered
Yes
MANLTAA*
brevirostrum
sturgeon
Rhus michauxit
Michaux's
Endangered
Yes
No Effect
sumac
Lystmachta
Rough leaved
Endangered
Yes
No Effect
as erulae olia
loosestrife
*May Affect Not Likely To Adversely Affect
A letter of concurrence (Appendix B of FONSI) from the National Marine Fisheries Service
(NMFS) dated July 20, 2001 concurred with the Biological Conclusion for the shortnose
sturgeon E -mail correspondence with Fritz Rhode of NMFS on September 7, 2010 clarified
the extent in which the moratorium for the species would entail From these
correspondences, it has been determined that a moratorium for all in -water work will be in
effect from January 1St through April 30t" for the mamstems of Hitchcock Creek, and
Cartledge Creek This moratorium does not apply to any section of the project No sections
of this project will directly impact Hitchcock or Cartledge Creeks NCDOT has committed
to following High Quality Water Erosion Control Guidelines (Design Standards in Sensitive
Watersheds) Stream Crossing Guidelines for Anadromous Fish Passages and Guidelines for
Best Management Practices for Bridge Demolition and Removal for all streams identified in
the project area There will be no impacts to the mamstems of Hitchcock Creek or Cartledge
Creek
Concurrence from the USFWS (Appendix C of FONSI) was received on August 26, 1999
for the red cockaded woodpecker for a Biological Conclusion of No Effect An updated
survey for the species was conducted from October 22 2010 through February 21, 2011
which re- enforced the previous Biological Conclusion of No Effect
All other species listed received a Biological Conclusion of No Effect Concurrence from
USFWS for these species was received on June 2, 1999 (Appendix C of FONSI)
Carolina heelsplitter has recently been removed from the USFWS list for Richmond County
CULTURAL RESOURCES
The State Historic Preservation Office (SHPO) and NCDOT concurred that the project will
have no direct effect on any known historic architectural or archaeological resources,
however, archaeological sites fall within close proximity to the project right of way
8

Archaeology
It was determined that no sites eligible for the National Register of Historic Places would be
affected due to the construction of R -3421 Two sites were identified as eligible for listing
31 RH418 and 31 RH420 It had been determined that site 31 RH418 had been completely
destroyed by the private landowner prior to its acquisition by NCDOT, so it is no longer
eligible Examination of the current roadway alignment plans note that site 31 RH420 is
located well outside of the planned construction easement, and will not be affected by the
planned roadway construction The SHPO letter, dated October 12, 2010 concerning these
sites is included with this application
Historic Architecture
There are no properties eligible /listed on the National Register of Historic Places within the
Area of Potential Effects for this project The SHPO concurred with NCDOT s finding in
letter dated December 17 1998 (Appendix B of EA)
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
An ICE Land Use Effects Study was completed for R-3421 in November 2009 The report
concluded that the minor effects associated with implementation of the proposed project, in
conjunction with the other transportation and infrastructure projects in the area would not
result in significant indirect or cumulative effects on notable human and/or natural features
The study analyzed growth trends and potential development in the project area for the time
period between now and the year 2025 Based on the examination of probable development,
construction of the largely new alignment interstate is not likely to encourage more rapid or
more intense development of property in the area Based on the very low or negative growth
rates within the area no notable shift in population is expected to occur The project will
not accelerate overall growth within the FLUSA, though there may be slight increases in
development at proposed interchanges The new roadway and proposed interchanges are
expected to have only a slight influence on regional location decisions
Richmond County experienced a loss in population between 2000 and 2007 with a decrease
of 14 percent In addition the population is projected to increase by only one percent or
less, between 2010 and 2020 Development in the Future Land Use Study Area (FLUSA)
has been very limited over the past five to ten years and there are currently no mayor
developments proposed in the FLUSA Based on the lack of sewer service limited water
service and decreasing population, there is little if any development pressure in the FLUSA
Lack of population and employment growth are the primary factors limiting development in
the FLUSA and these factors would remain after construction of the proposed roadway
The proposed project may create a small market for traveler - oriented businesses and/or
highway commercial development at some of the interchange locations
D

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 junsdictional 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 3421C Using these survey features, preliminary designs were adjusted to avoid
and/or minimize impacts to Jurisdictional areas NCDOT employs may strategies to avoid
and minimize impacts to junsdictional areas in all of its designs Many of these strategies
have been incorporated into BMP documents that have been reviewed and approved by the
resource agencies and which will be followed throughout construction All wetland areas
not affected by the project will be protected from unnecessary encroachment Individual
avoidance and minimization items are as follows
• The Recommended Alternative was designed to minimize impacts from south of SR
1140 (Old Charlotte Highway) to north of SR 1141 (Blewitt Falls Road) and in the
vicinity of SR 1005 (Cartledge Creek Road)
• The half - diamond interchange at SR 1304 (Harrington Road) was eliminated and the
US 220 interchange was modified This modification resulted in moving the
interchange further away from a large, continuous wetland area
• The SR 1304 (Harrington Road) grade separation was relocated to avoid large
jurisdictional impacts
• The proposed cul -de -sac on SR 1304 was moved to avoid wetland area
• The Recommended Alternative was shifted to avoid larger continuous wetland areas
• The use of 2 1 fill slopes in jurisdictional areas where practicable
• Use of Design Standards in Sensitive Watersheds throughout entire project
Compensation
On -site mitigation opportunities have been full evaluated and are not practicable for this
project As described above the NCDOT has avoided and minimized impacts to
jurisdictional resources to the greatest extent possible The wetland at Site 15 in Section C
has been determined to be a wetland associated with the pond and does not require
mitigation, per an on -site meeting with agency members on March 15, 2011 Also during
this site visit, it was deemed that no mitigation was required at Site 17 in Section C for a
concrete lined feature The length of the feature requiring no mitigation is 428 linear feet
Total riparian and non riparian wetland impacts requiring mitigation for Section C are 8 49
and 0 08 acres, respectively Total stream impacts requiring mitigation for Section C are
4 508 linear feet These impacts will be mitigated by the EEP A copy of the EEP
Acceptance Letter is included with this application
10

Currently Sections A and Bare scheduled to Let more than five years after R 3421C A
mitigation proposal will be submitted with the request for Permit Modification for Sections
A and B
REGULATORY APPROVALS
Section 404
Application is hereby made for a USACE Individual 404 Permit as required for the above-
described activities NCDOT is requesting a phased permit to allow construction activities
to commence on Section C of R -3421 as per attached plans NCDOT will apply for a permit
modification when designs are finalized and before construction commences on Sections A
and B
Section 401
Application is hereby made for a Section 401 Water Quality Certification from the N C
Division of Water Quality NCDOT is requesting a phased certification to allow
construction activities to commence of Section C as per attached plans NCDOT will apply
for a certification modification when designs are finalized and before construction
commences on Sections A and B 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 permit application will be posted on the DOT websrte at
http / /www ncdot org /doh/preconstruct/pe /neu/permrt html If you have any questions or
need additional information, please contact Jason Dilday atlldildaynncdot gov or (919)
707 -6111
Sincerely,
�V/ Gregory J Thorpe, PhD , Manager
Project Development and Environmental Analysis Unit
CC
NCDOT Permit Application Standard Distribution List
11

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 I 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 mail Address
E mail Address
6 APPLICANTS ADDRESS
9 AGENTS ADDRESS
Address
Address
City State Zip Country
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 6111
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 3421
13 NAME OF WATERBODY IF KNOWN (if applicable)
14 PROJECT STREET ADDRESS (if applicable)
UTs to PeeDee River Seabum Br Cartledge Cr Hitchcock Cr
Address
15 LOCATION OF PROJECT
Latitude N 35 011548 Longitude W 79 770319
City State Zip
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

17 DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter
18 Nature of Activity (Description of project include all features)
R 3421 proposes a four lane divided fully controlled access freeway both on new location and upgrading portions of existing US 220 for
connectivity of 173 and 174
19 Project Purpose (Describe the reason or purpose of the project see instructions)
This project is part of the 173/174 Interstate Corridor was designated under the `National Highway System Designation Act of 1995 In
Section 330 Identification of High Priority Corridors Subsection (a)(ni) Amendment of the Intermodal Surface Transportation Efficiency
Act of 1991 (ISTEA) Part (I) in the case of 173 and (II) in the case of 174 (dd) United States Route 220 to United States Route 1 near
Rockingham are hereby designated future parts of the Interstate System Will provide a freeway facility between two completed
projects (R 512 and R 2231) Will improve the Intrastate Highway System in North Carolina
Will remove interstate traffic from the non controlled access highway system and signalized at grade intersections in Rockingham
Will reduce local congestion in Rockingham Will improve safety and reduce accidents
Will provide a continuous through travel route for passenger vehicles and trucks and
Will complete a missing link in proposed Interstate route through North Carolina
USE BLOCKS 20 23 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED
20 Reason(s) for Discharge
Impacts will result from widening the roadway and shoulders and construction of roadway on new location
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 See attached cover letter
23 Description of Avoidance Minimization and Compensation (see instructions)
See attached cover letter
ENG FORM 4345 OCT 2010

24 Is Any Portion of the Work Already Complete? ❑Yes QX No IF YES DESCRIBE THE COMPLETED WORK
25 Addresses of Adjoining Property Owners Lessees Etc Whose Property Adjoins the Waterbody to more than can b entered here please attach a s ppl mental I at)
a Address See attached 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
e Thc wf Phb i�e(o C0 Zolz
SIGNATURE OF APPLICANT Ili L 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
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

i o stem
a e�e��t
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 3421C Rockingham Bypass — US 220 Bypass from 0 2 miles Southwest of SR 1304
(Harrington Road) to Future US 220 Business / US 220 Bypass Interchange South of
Ellerbe Richmond 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 03040201 of the Yadkin River basm in the Southern
Piedmont (SP) Eco Region and are as follows
Yadkin
Stream
Wetlands
Buffer (Sq Ft )
03040201
Non
Coastal
Sp
Cold
Cool
Warm
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts
feettacres
0
0
4 508
849
008
0
0
0
In accordance with the directive from the February 8 2011 IRT meeting non riparian wetland impacts
located in the mountains and piedmont areas of North Carolina will be accepted as requested but mitigated utilizing
riparian wetland mitigation credits 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 unpact 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
Michae son
EEP Deputy Director
cc Mr Ronnie Smith USACE — Wilmington Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands/401 Unit
File R 3421 C
R,est0YU29 ExhAxcatg PYoteau,�5 Our Sta g
ATTMA
IRUN R
North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 1 www nceep net

HYDRAULIC DESIGN REVIEW MEETING
FOR R -3421 C, RICHMOND CO
Prepared by Paul Atkinson
March 17, 2005
MINUTES OF THE INTERAGENCY HYDRAULIC DESIGN REVIEW
MEETING ON 3/16/05
Team Members Richard Spencer, USACE (PRESENT)
Gary Jordan, USFWS (ABSENT)
Travis Wilson, NCWRC (ABSENT)
Brian Wrenn, NCDWQ (PRESENT)
Chris Militscher, EPA (PRESENT)
Rob Ayers, FHWA (ABSENT)
Cathy Houser, NCDOT Roadway Design (ABSENT)
Michael Penney, PDEA (PRESENT)
Elizabeth Lusk, NCDOT ONE (PRESENT)
John Olinger, NCDOT Division 8 (PRESENT)
Jay Twisdale, NCDOT Hydraulics (PRESENT)
Participants Paul Atkinson, NCDOT Hydraulics
Brook Anderson, NCDOT Hydraulics
Virginia Mabry, NCDOT Roadway Design
Carla Dagmno, NCDOT ONE
Jay Twisdale began the meeting with a brief overview of the project, noting that although
proposed drainage has been sketched out on each plan sheet, the drainage design is not
finalized and is subject to change pending completion of computations Pipe sizes and
outlet velocities were not available at the meeting for most of the project The project
begins at the end of State Project R -3421B
Chris Militscher and Richard Spencer asked if 2 1 fill slopes were being used in
wetlands Jay Twisdale replied that there are some recently -added sites currently shown
with flatter fill slopes, but those will be revised to 2 1 Brian Wrenn requested that np
rap be included in impact quantities Chris Militscher requested that pipe sizes and outlet
velocities be included with the permits
Site - specific comments made at the meeting are identified below by plan sheet number
Sheets 4 -5
No comments
Page 1 of 4

Sheet 6
Richard Spencer identified the remaining portion of the wetland to the right of Sta
376 +00 —L- as one he would need to review in the field to determine if it might be a total
take This determination would depend on if the roadway fill would cut off the
hydrology to that portion of the wetland He offered permeable fill as an alternative to
avoid a total take in such situations
Sheets 7 -8
No comments
Sheet 9
There was some discussion regarding the proposed ditch (Sta 431 +00 to Sta 436 +50 —L-
Lt ) which is picking up a wetland and ajunsdictional stream at Sta 431 +00 Richard
Spencer asked about the possibility of natural stream design for the portion of stream
impacted Brook Anderson stated that the jurisdictional stream at the inlet end (left) was
recently added and had been non- junsdictional when the drainage design was done Jay
Twisdale and Paul Atkinson identified the constncted topography as well as the cost for
such a short length of stream as factors prohibiting natural stream design at this site
Richard Spencer stated he did not object to the ditch, but mitigation would be required for
the existing stream length lost He did request that the ditch not be fined with np rap
Current design does not call for np rap Subsequent investigation reveals that the
proposed ditch can be shortened by approx 70' to reduce stream impacts
There is also a second wetland at Sta 437 +50 —L- Lt which is currently connected to the
first wetland by an existing roadside ditch Brian Wrenn asked whether the end of the
proposed ditch at Sta 436 +50 —L- Lt would drain the wetland Jay Twisdale replied that
this will be checked and the ditch adjusted if necessary Draining the wetland does not
appear to be a concern since the proposed ditch is approx 2 5' higher than the existing
ditch and is somewhat removed from the wetland
Richard Spencer asked whether the proposed cross -pipe inlet should be shifted closer to
the stream Brook Anderson and Paul Atkinson replied that the current location was
preferred since the pipe was picking up flow from both directions as well as matching the
existing cross -pipe inlet location
Brian Wrenn asked for confirmation that the downstream wetland delineation (Sta
435 +00 —L- Rt) was correct in showing a closed wetland boundary Carla Dagmno
replied that this was what the current wetland delineation showed Richard Spencer
stated that he would like to review that delineation in the field
Sheet
Current design shows a proposed system releasing just outside of wetlands (Sta 449 +85
—L Rt ) The existing pipe outlets, which are more centrally - located within the wetland,
are being removed Jay Twisdale asked whether an alternate design placing the outfall
closer to the existing outfall within the wetlands would be preferred, there was consensus
that the current design was preferred, with the outfall ,lust outside the wetlands and tying
Page 2 of 4

to it with a short ditch Richard Spencer stated that he did not feel this outfall shift would
negatively affect the hydrology of the wetland
Sheet 11
Richard Spencer questioned the non -junsdictional call on the stream shown running from
Sta 5 +20 Y1 OLPA- Rt and tying to the jurisdictional stream at Sta 464 +25 —L- Lt He
also questioned a call for the beginning ofjunsdictional status on a stream at 14 +30 —
YlORPD- (the source of this stream appears to be the pond wrthm —Y1 OLPD -) He asked
that these be included on the list of questionable jurisdictional calls for him to review in
the field
Sheet 12
Current design shows jurisdictional streams being picked up by a pipe (Sta 30 +50 —SR5-
Rt ) at the edge of the existing pond (to be filled) All other roadway drainage in this
watershed also ties onto this system and is carved to the outfall on Sheet 13 Jay
Twisdale stated that NCDOT is evaluating a redesign of tlus system to provide a
straighter pipe alignment (fewer bends in the system) for the jurisdictional flow within
the system Richard Spencer said that a design that separated the roadway drainage from
the jurisdictional flow to the extent practical would be preferred
Sheet 13
Chris Militscher requested that armoring the banks of the jurisdictional stream at the
system outfall (Sta 477 +70 —L- Lt ) be considered, since so much drainage was being
picked up and carved to this one point He also asked that a pre - /post- development
analysis be done As with Sheet 12, he preferred that the stream flow be separated from
the roadway drainage if possible
Sheet 14
Richard Spencer requested that NCDOT check for erosive velocities at the existing 3'x3'
box culverts (extended w/ existing 42" pipes)
Sheet 15
Jay Twisdale noted that the existing double - barrel 6'x6' box culvert will be replaced by a
double - barrel 9'x9' box culvert, buried 1', with a 2' sill in one barrel to direct low flow
through a single barrel Richard Spencer asked about the slope of the proposed box
culvert, which is approx 0 004 ft /ft The slope of the existing box culvert is approx
0 009 ft /ft Richard Spencer commented that a temporary diversion should be included
so that the box culvert construction could be done in the dry
Sheet 16
Jay Twisdale noted that the proposed system releases at Sta 498 +50 —L- Rt into a
jurisdictional stream that has been straightened and lined with np rap since the original
delineation Although jurisdictional, any disturbance of the straightened portion would
not contribute to stream impacts Richard Spencer commented that he was aware that the
stream realignment by the property owner was a violation He stated that he would give
NCDOT credit for restoring the stream
Page 3 of 4

Sheet 17
No comments
Sheet 18
Chris Mihtscher requested that the cross -pipe at 109 +50 —SR4- Lt not discharge directly
into the wetland
Sheet 19
No comments
Sheet 20
Jay Twisdale noted that there is an existing 18" conc pipe under SR 1304 (Harrington
Rd ) that currently connects wetlands on both sides of the existing road Since this
portion of the road will be closed and pavement removed, the drainage design calls for
removal of the pipe and connectivity of the wetlands reestablished Richard Spencer said
he would give credit for the restoration
Richard Spencer questioned the accuracy of the jurisdictional stream calls at 12 +50
Y8REV- Lt
Sheets 21 -22
No comments
Sheet 23
Richard Spencer identified the wetland at Sta 18 +50 —SR2- as another one he would
need to review in the field as a possible total take
Sheets 24 -26
No comments
There were no further comments
Page 4 of 4

4C PERMIT DRAWING REVIEW MEETING
FOR R-342 1C. RICHMOND COUNTY
Prepared by Brook Anderson
May 12, 2011
DRAFT MINUTES OF THE INTERAGENCY PERMIT DRAWING
REVIEW MEETING ON 5/11/11
Team Members Ronnie Smith, USACE (present)
Gary Jordan, USFWS (absent)
Travis Wilson, NCWRC (absent)
David Wainwright, NCDWQ (present)
Chris Militscher, EPA (absent)
Felix Davila, FHWA (present)
David Harris, REU (absent)
Khaled Hamidi, Roadway (absent)
Charles Hunt, Structures (present)
Beverly Robinson, PDEA (absent)
Rachelle Beauregard, NEU (present)
John Olinger, Division 8 (present)
Participants John W Twisdale, Hydraulics
Brook Anderson, Hydraulics
Mark Staley, REU
Terry Farr, Roadway
Malcolm Watson, Roadway
Don Proper, Utilities
Steve Cummings, Utilities
Lisa Feller, PDEA
Jay Twisdale began the meeting and stated he would go through the project site by site and
discuss the environmental impacts at each He indicated Chris Militscher was unable to attend
but had provided comments via email and those comments would be addressed at each of the
applicable sites Travis Wilson, also unable to attend had indicated he did not have any specific
concerns Specific comments are listed below by site number
Site 1 Chris Militscher had commented via email to consider moving the 30" csp outfall upland
Jay Twisdale responded the wetland would be a total take on that side of the roadway once the
adjoining project (R 3421B) is built Also the topography is steep and would make using a ditch
instead of a pipe difficult It was also discussed that if any portion of R 3421B is built during the

construction of R 3421C it should be permitted now (Note Since the meeting roadway has
confirmed no portion of R 3421B will be built under this project Impacts will stay as shown )
Site 2 Chris Militscher commented via email that the fill slopes did not appear to be 2 1 It was
verified that the fill slopes at this site are 2 1
Site 3 Ronnie Smith asked if site 3 was necessary Brook Anderson stated the mechanized
clearing was for construction Jay Twisdale stated it was necessary to allow for use of PDE
John Olinger stated that depending on what is there, there may not be much clearing necessary
but better to show the impact David Wainwright questioned the divide in the wetland
boundary Ronnie stated he did not look at that area
Site 4 Ronnie Smith questioned the width of the mechanized clearing John Olinger said there
would be erosion control devices at bottom of slope 2 1 fill slopes are used on the left of —L
from station 376 +00 to 377 +00 It was asked if the mechanized clearing impacts on —Y8REV
were necessary The fill slopes on Y8REV- were shown to be 3 1 It was stated that the NCDOT
Geotechnical Unit recommended 3 1 or flatter slopes throughout the project John Olinger
stated the material used for the fill generally comes from borrow pits and is sandy and difficult
to use on 2 1 slopes It was stated that 2 1 slopes will require extra stabilization measures or
reinforcement such as rock plating Jay Twisdale stated the impact here is small
Ronnie Smith questioned the buried pipes Jay Twisdale stated we were required to bury
equalizer pipes when the design was completed in 2005 but we are not required to do so now
There were no objections to leaving them as is It was noted if the pipes are buried,
construction must stay within the permitted impact area when the pipes are installed
Ronnie asked if the right most pipe could stop before the wetland so the rip rap outlet pad
would not be in wetland Brook Anderson stated that due to proximity of fill slope to wetland
even if pipe were shorter there would still be rip rap in wetland David Wainwright suggested
the pipe crossing be more perpendicular to the roadway Brook Anderson responded that even
if pipe were shifted away from wetland there would be very little reduction to impacts because
the mechanized clearing impacts due to the roadway fill would still occur Jay Twisdale stated it
is better to outlet in the wetlands where slope is flatter rather than have an outlet where the
ground is steeper and the discharge could form a gully as it re concentrates flowing towards the
wetlands
The Environmentally Sensitive Area label was mentioned and it is believed to be an
archaeological site
Site S Ronnie Smith asked where the excavation impact occurred Brook Anderson stated it
was due to a small amount of cut in the median David Wainwright asked for an enlargement
to be included of the area Ronnie asked what size the cross pipe was The pipe is a 54" rcp
The label was obscured by the impact hatching Jay Twisdale said we would move the label

Site 6 Jay Twisdale explained the existing roadway and the 18 and 24 cross pipes will be
removed and connectivity between the wetlands re established with a base ditch
Site 7 Ronnie Smith stated the cross section shows 4 1 slopes and he prefers 3 1 or steeper Jay
Twisdale showed the cross section has a 2 1 fill slope on the outside of the loop at the
wetlands The wide footprint is due to the fill height The fill inside the loop is 4 1 but the
entire wetland inside the loop will be impacted by the project
Site 8 Ronnie Smith stated it looked like the pipe inlet was offset from the beginning of the
stream and he preferred the pipe start at the stream instead of going through the wetland Jay
stated the pipe was placed in the low spot at the base of the fill slope Brook Anderson stated
the beginning of the stream is under the proposed fill slope John Olinger said construction
would install the pipe inlet at the low spot so there wouldn't be any ponding
Site 9 Ronnie Smith asked for an explanation of what toe protection consist of Jay explained
the concept of placing rip rap at the toe of new fill to protect it from erosion
Site 10 Ronnie Smith stated there was a discrepancy between the toe protection shown on the
roadway plans and what is shown on the permit drawings Jay Twisdale said this would be
addressed and it may be that the roadway plans were printed with an old wetland file
Malcolm Watson confirmed the plans were reproduced from the right of way set which was
completed prior to the new wetland delineation
Rachelle Beauregard questioned if there would be impacts in the PUE Steve Cummings said
the existing utilities would have to be moved because the area will be within controlled access
John Olinger stated the area would probably have clearing impacts There was discussion that
impacts could be minimized or avoided by either boring utilities underground or using aerial
lines to keep them overhead Utilities will provide drawings to NEU for any impacts John
Olinger stated if they have to do clearing for the utilities they need to know upfront when we
are getting the permits Steve Cummings stated the service roads would need to be
constructed first to get the utilities off the —L line John Olinger said they are planning to
construct the service roads first
Site 11 Jay Twisdale stated Site 11 is Just the pond Ronnie Smith asked if the small pond on the
other side of the road had been accounted for Jay stated the small pond was included in site
12 Ronnie stated there was no pond listed on the summary sheet for site 12 Jay said we
would double check the impacts to make sure they were included (Note The impacts were
included in site 12 Pond was not listed in the Structure Size /Type column on the summary
sheet because site 12 includes wetland and stream impacts as well There is a note at the
bottom of the summary sheet that breaks out the non mitigable surface water impact area due
to the pond We will look into revising the summary sheet for clarity )

Ronnie Smith noted a Begin JS label on the plans Brook Anderson stated the stream
previously began at that location but with the new wetland delineation it now extended to the
pond Jay Twisdale stated we would remove the label
Site 12 Ronnie Smith commented that the cross sections show 4 1 slopes Brook Anderson
commented that even with steeper slopes the wetland would be a total take Ronnie stated
steeper sides would reduce stream impacts Jay Twisdale stated steepening to 2 1 would
require addition of guardrail which will widen roadway by 3' Steepening to 3 1 may also
require guardrail depending on fill height Jay stated we would look into it
Site 13 Sara Easterly asked to clarify where the stream impacts were coming from Brook
Anderson showed where they were
Site 14 Ronnie Smith questioned the length of stream impacts Brook Anderson said this sheet
was at half the scale of the other sheets The scale on sheet 11 was incorrect and the 50
should read 100 Ronnie also asked if slopes could be steepened to reduce stream impacts
Jay said we would look into it (Note We have rechecked the side slopes at that location and
they are 2 1 at the stream )
Site 15 Jay Twisdale explained the site consists of impacts to a pond and some fringe wetlands,
neither of which is mitigable at this site
Site 16 Ronnie Smith asked if the stream coming out of the pond was shown being impacted
Brook Anderson said it was shown as permanent surface water impacts and included in the
<0 01ac and 61ft of impacts shown on the summary sheet for that site
Site 17 Sara Easterly remarked the concrete ditch portion needed to be broken out Jay
Twisdale noted there was a note at the bottom of the summary sheet indicating the length of
concrete ditch Brook Anderson and Sara Easterly noted that the phrase non mitigable had
been added to that note after the summary sheets were sent out and would be included in the
final version Ronnie asked what the fill slope is at —SR 37 +00 +/ (LT) It was determined that
the slope is 3 1 at that station and 2 1 at 37 +50 which is at the end of the pipe John Olinger
stated it was difficult for the contractor to pick up single sections that are different from the
typical section
Site 18 Rachelle Beauregard asked if the stream impacts included bank stabilization and if so
requested they be broken out on summary sheet since bank stabilization is non mitigable Jay
Twisdale stated we would do that Rachelle requested we also place a label pointing to any
bank stabilization to make it easier to see on the plans
Site 19 No Comments

Site 20 Ronnie Smith asked if toe protection would enter stream bed Brook Anderson stated
we would have rip rap in the stream bed at the pipe outlet Jay Twisdale said we couldn t break
that out as bank stabilization because the toe protection will extend to where the rip rap for
the pipe outlet will be in the channel
Site 21 Jay Twisdale explained we would be removing a double 6 x6 box culvert and replacing
with a double 9'x9 box culvert buried 1 Rachelle Beauregard requested if we have bank
stabilization we break that out on the summary sheet Jay Twisdale said we would look at it
Ronnie Smith noted there was no label to bury the culvert Jay Twisdale responded it is
standard procedure to bury box culverts so we don't label that Ronnie asked were the cross
sections 2 1 Jay said they were Mark Staley asked if the phasing was done Jay explained we
had several options John said the service roads would be going in first and Jay said that may
dictate which phasing option we use Jay said we had been waiting to hear back from
pavement or traffic if the pavement on the service roads would be able to support the traffic
put on them John stated there would be full depth pavement on the service roads and they
would be built first
Site 22 No Comments
Site 23 Rachelle Beauregard asked if there would be bank stabilization at this site Brook
Anderson said there would not be any Jay Twisdale said the ditch leading to the outfall will be
lined with PSRM Ronnie Smith asked if fill slopes are 2 1 It was shown that the fill slopes are
41 Ronnie asked if we could move it in John Olinger asked what we would gain if we pulled
the slope in Jay stated that the impact is a parallel impact so we wouldn't gain much Brook
Anderson stated that originally we were told we would not have to mitigate for this stream
because it had previously been channelized by someone else Ronnie concurred that we would
gain very little by pulling the slope in
Site 24 Ronnie Smith said he thought the fill slope was 4 1 here Jay Twisdale said the wetland
would be a total take even if we pulled the slope in Ronnie said it would save some stream
impacts Jay pointed out guardrail would be required for 3 1 slopes Ronnie asked how far
back it could go with 3 1 slopes and Brook Anderson showed that it could be pulled in by about
25' if drainage would still work Ronnie said he thought this area was a swamp Looking at the
wetland delineation, it did appear to continue outside of the study area boundary Jay said we
would look at it
Site 2S Ronnie Smith said fill slopes are 4 1 and we could possibly avoid impacting the wetland
if 3 1's are used and rip rap placed on higher ground Jay said we would look at changing to 3 1
Site 26 It was asked what the fill slope is Mark Staley pointed out that the fill slope was 3 1 at
one section, at the end of the pipe Jay Twisdale indicated that it is 4 1 on each side of the 3 1

John Olinger said it is hard to construct one section at 3 1 it s easy to miss in construction and
get into trouble with permitting Jay said we would look at changing from 14 +00 to 15 +00 to
3 1 and updating the impacts
Site 27 —Lisa Feller said area is not environmentally sensitive anymore Rachelle Beauregard
asked if bank stabilization was in stream or Just on banks Brook Anderson said both John
Olinger mentioned going to 2 1 at the pipe outlet will funnel water toward the slope and has
the potential to cause erosion on and around the pipe and will need extra stabilization
Geotech needs to look at 2 1 slopes John Olinger stated the soil in the area is poor and difficult
to establish vegetation on Roadway will talk to Geotech
Site 28 Brook Anderson said 10' of mechanized clearing is due to construction of fill slope
Site 29 No Comment
Site 30 -No Comment
Site 31 Ronnie Smith asked where water will go from outlet of 36' pipe Brook Anderson said
the water will sheet flow to the wetland area
Site 32 Ronnie Smith said pond is not 404
Site 33 -No Comment
Site 34 Jay Twisdale said Chris Militcher commented slopes do not appear to be 2 1 Brook
Anderson stated wetland was new with the most recent delineation When it was originally
added, it had a closed boundary around it so it appeared to be a total take and we didn't
consider pulling slopes in The boundary was opened up dust before the permit drawings went
out and we didn t re look at the area until receiving Chris s comments Jay said we will look at
steeper slopes Ronnie said he was not sure of the wetland extents Jay said he thought the
wetland continued past the study area and would not be a total take Don Proper asked about
the other side of the road previously being pulled in for utilities Brook Anderson said those
slopes had to be pulled in to stay out of the existing utility easement where there are power
transmission lines
Additional Comments Don Proper said there is a sanitary sewer project that will be constructed
soon by the Town of Ellerbe which will have some utility impacts Jay Twisdale suggested that
NCDOT Utilities should obtain the Town's permit drawings Rachelle Beauregard said if the
Town is paying for impacts to some of our sites we should not have to pay when we impact the
site Jay said we need to obtain their permit drawings to avoid double impacts Utilities said
they will email Brook Anderson and Rachelle Beauregard with the approved drawings when
they receive them

Dilday, Jason L
From Fritz Rohde < Fritz Rohde @noaa gov>
Sent Wednesday October 13 2010 3 40 PM
To Easterly Sara E
Subject Re R 3421A C Moratorium
The moratorium would not apply to the South Prong
Fritz
Easterly Sara E wrote
Fritz
Our construction engineer has ask me if the moratorium for the short nose sturgeon would apply to the South
Prong of Cartledge Creek since it is a larger tributary and runs directly into Cartledge Creek Thank you for
your help with this question
Sara
Sara Easterly
Environmental Specialist, Central Region
PDEA Natural Environment Unit
Project Management Group
N C Department of Transportation
Environmental Resources Center
4701 Atlantic Ave, Ste 116
Raleigh NC 27604
Phone [phone]
From Fritz Rohde [mailto Fritz RohdeQnoaa gov]
Sent Tuesday, September 07, 2010 4 14 PM
To Easterly, Sara E
Subject Re R 3421A -C Moratorium
Sara
I agree that the in- stream moratorium applies only to Hitchcock and Cartledge creeks and not to the smaller
tributaries
Fritz
Easterly Sara E wrote
Fritz

A
We had a field meeting for this project the last week of August and there was a question regarding the below
commitment in red Our resident engineer wanted clarification for "any tributary" The reason for the
desired clarification is that if work cannot take place January through April in any tributary to the Pee Dee
River then we need to look at changing the LET date for the project It was hoped that work could take place in
the smaller tributaries and have the moratorium apply to work in the larger streams of Hitchcock Creek and
Cartledge Creek
As we discussed I have attaches a copy of the concurrence letter for the shortnose sturgeon dated July 20
2001 In the concurrence letter it was concluded that the project would not adversely affect endangered and
threatened species or their critical habitat if the NCDOT would follow High Quality Water Erosion Control
Guidelines (Design Standards in Sensitive Watersheds) Stream Crossing Guidelines for Anadromous Fish
Passages and Guidelines for Best Management Practices for Bridge Demolition and Removal In addition no
in stream construction would be permitted in any tributary of the Pee Dee River during the months of January,
February, March, or April
Thank you for your help with this matter
Sara
From Fritz Rohde [mailto Fritz Rohde@noaa gov]
Sent Friday, August 20 2010 10 57 AM
To Easterly, Sara E
Subject Re R- 3421A -C Shortnose Sturgeon
my pleasure
Easterly, Sara E wrote
Fritz
Thank you so much for your response I really appreciate it
Sara
From Fritz Rohde [mailto Fritz Rohde@noaa gov]
Sent Friday August 20, 2010 10 46 AM
To Easterly Sara E
Subject Re R 3421A -C Shortnose Sturgeon
Sara
After reading the concurrence letter and NMFS Protected Resources Division's (PRD) Section 7 response I find
that nothing has changed from our initial consultation letter PRD determined that the project would not
adversely affect the shortnose sturgeon because NC DOT had committed (my emphasis) to the three listed
guidelines and moratorium There is no basis to eliminate these actions
In a 31 August 2009 letter to the Federal Energy Regulatory Commission, NMFS determined that the
hydroelectric project at Blewett Falls may adversely affect (my emphasis) the endangered shortnose sturgeon
As you know this project is upstream of yours Shortnose sturgeon implanted with acoustic telemetry tags have
been observed in the Pee Dee River in 2007 in close proximity to Blewett Falls dam by biologists from SC
Department of Natural Resources Additionally, NC DOT was fortunate to get such a narrow moratorium
window Projects on the Cape Fear River generally have a no- inwater work moratorium from Feb 1 to Sept 30

In summary there is no reason or evidence to change the initial consultation agreement with the restrictive
guidelines and moratorium
If you have any questions, please contact me at 252 838 -0828
Fritz Rohde
NMFS
Easterly Sara E wrote
Fritz,
As we discussed I have attaches a copy of the concurrence letter for the shortnose sturgeon dated July 20,
2001 In the concurrence letter it was concluded that the project would not adversely affect endangered and
threatened species or their critical habitat if the NCDOT would follow High Quality Water Erosion Control
Guidelines (Design Standards in Sensitive Watersheds) Stream Crossing Guidelines for Anadromous Fish
Passages and Guidelines for Best Management Practices for Bridge Demolition and Removal In addition, no
in stream construction would be permitted in any tributary of the Pee Dee River during the months of January,
February March, or April
The only record of the shortnose sturgeon in Richmond County occurred in 1985 and was approximately 0 3
miles from the project corridor limits Also, an evaluation of perennial stream crossings within the project area
corridors indicated that project area streams do not provide shortnose sturgeon habitat due to either being
blocked by impediments downstream from the corridor or to insufficient size or depth to allow shortnose
sturgeon passage Therefore the NCDOT would like to request that the requirement for use of High Quality
Water Erosion Control Guidelines (Design Standards in Sensitive Watersheds) and the construction moratorium
from January through April no longer be considered as a condition of the "will not adversely affect" biological
conclusion Please let me know if you have any questions or need any further information
Thank you
Sara
Sara Easterly
Environmental Specialist Central Region
PDEA Natural Environment Unit
Project Management Group
N C Department of Transportation
Environmental Resources Center
4701 Atlantic Ave Ste 116
Raleigh, NC 27604
Phone [phone]

North Carohna Department of Cultural Resources
State Historic Preservation Office
I ucr li sandInck \dmmtKtrator
Blterh 1 i is PLrdut. (,o nu)
I V1d2 \ t arl IL ,ccn tan
Jeffm J Crow U IMM seeretan
October 12 2010
MI MORXI\DUM
lO Matt Wilkerson
Office of Human Environment
NCDO'l Division of Highaays
MOM Petet Sandb(-ck
Ot6cL N \rchncs and llifitot)
DIVvu1n of] hsioncal R r�oufccs
i wtd iimok D mct r
SL BJLC I 1'73 —1 74 Rockingham Bvp iss Studv Area National Register of Historic Places Lligibthty
lrchaeological Sites 31 RH418 and 31 RH420 R -3421 Richmond CountN L R 97 8978
Thank \ou meeting with staff archaeologist John J Mimi on September 23, 2010, and for providing our office
with the additional information regarding archaeological sites 31 RI4418 and 31 RH420 F,arher archaeological
un esugations undertaken in support of this project had determined these two sites w ere eligiblL for listing in
the National Register of Hi%tonc Places If they could not be a-, oided by the planned construction
archaeological data recovery investigations ». ould be initiated
During the meeting, NCDOT staff archaeologist Dr Gary Glover and Mr John Mintz discussed this project
and determined that sitL 31RH418 had been complet(-Iv destroved by the pr-. ate landowner prior to its
acquisition by NCDOT This destruction Avas discovered by Dr (lover during a site inspection on August 25
2005 and noted in a memo to thi, SHPO dated August 31 2005 Further examination of the current roadwal
alignment plans noted that site 31RH420 is located well outside. of rhL planned construction easement and will
not be aftected by chi- planned roadua% construction Howl. er if at anc time sit(- 31RH420 is threatened by
construction prior to the completion of this project additional archaeological investigations may be nttded to
mitigate an,, adverse effects to the site
The above comments are made pursuant to Section 106 of the National Historic Presen anon let and the
%d\ isor\ G oun(-il on Historic Pmscvs ztioti s Regulations for comphancc with SLctmon 106 cochfied at 36 Cf R
Part 800
Thank `ou for vour cooperation and considLration5 If you have anv questions concerning the abo-,e
comment, pleasL contact Renee Gledhill EarleN environmental mview coordinator at 919 807 6579 In all
tuturt communication concerning thin project, please cite the abo-, a r(-ftrenctd tracking number
cc Gan Glo-, er NCDO 1
be Claggett/ hfunt7
Count\
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Site Nd
Owner Name
Address
1
lames A McLean
PO Box 123 Rockingham NC 28379
2
Gibson Estate c/o Michael Gibson
300 Maraschino Dr Greenville NC
3
James Huntley Jr
6605 Olive Branch Rd Marshvdle NC
Gibson Estate c/o M Gibson
300 Maraschino Dr Greenville NC
Charles D Sellars &) F Crawley
443 Old Charlotte Hwy Rockingham NC 28379
4
Woodmont Associates
19825B N Cove Rd Cornelius NC
Charles D Sellars &) F Crawley
443 Old Charlotte Hwy Rockingham NC 28379
S
Charles D Sellars &) F Crawley
443 Old Charlotte Hwy Rockingham NC 28379
6
Charles D Sellars &) F Crawley
443 Old Charlotte Hwy Rockingham NC 28379
7
Guy M Coble
1280 US 74 Hwy W Rockingham NC 28379
Marian S Savage
117 Grey Fox Run Rockingham NC 28379
James A McLean
PO Box 123 Rockingham NC 28379
Bronson & Bobbie Brim
PO Box 476 Rockingham Nc 28379
Gibson Estate c/o M Gibson
300 Maraschino Dr Greenville NC
8
Michael & Brenda McKenzie
1282 US Hwy 74 Hwy W Rockingham NC
Property Owners
lit Drawing

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