20130223 All Versions_Corps of Engineer Correspondence_20160719

Regulatory Division/1200A
Action ID No. SAW-2001-21125
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
July 15, 2016
Mr. Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
North Carolina Department of Transportation
Division of Highways
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Reference the Department of the Army (DA) permit issued on August l, 2013, to
Mr. Gregory J. Thorpe, of the North Carolina Department of Transportation (NCDOT) for
impacts associated with the new location project identified as U-2524CD. The project is a 4.8
mile, six-lane divided facility on new location extending from north of SR 2176 (Bryan
Boulevard) to SR 2303 (Lawndale Drive) in Greensboro, Guilford County, North Carolina.
Section C of this project begins immediately north of SR 2176 (Bryan Boulevard) and terminates
immediately east of US220 (Battleground Avenue) and Section D begins immediately east of
Battleground Avenue and ends at SR 2303 (Lawndale Drive). The site contains a portion of
Horsepen Creek, fifteen (15) unnamed tributaries to Horsepen Creek, a portion of Richland
Creek, five (5) unnamed tributaries to Richland Creek, and fifteen (15) adjacent wetland areas in
the Cape Fear River Basin (8-Digit Cataloging Unit 03030002).
Total impacts authorized by the permit, as well as subsequent permit modifications dated
March 25, 2014, June 6, 2014, June 19, 2015, and October 7, 2015 include: 1) the permanent
placement of fill material into 7,7171inear feet of jurisdictional stream channel and 6.16 acres of
adjacent riparian wetlands and 2) the temporary placement of fill material into 5181inear feet of
jurisdictional stream channel and 0.63 acre of adjacent riparian wetlands. Compensatory
mitigation was implemented for the unavoidable impacts by payment into the North Carolina
Ecosystem Enhancement Program, now known as the North Carolina Division of Mitigation
Services.
Also reference your permit modification request letter dated May 12, 2016 (received May
31, 2016), and "Modification to Request for Modification" letter submitted by e-mail and dated
July 11, 2016, proposing the following:
DC�C�L���%G
D
JUL 1 9 2016
DENR - WATER RESOURCES
TRANSPORTATION PERMITTING UNIT

d�
1) Release of Section D of TIP U-2524 for construction per Special Condition 20 of the
DA permit issued on August l, 2013;
2) Authorization of permanent discharge of fill material into 5,2581inear feet of stream
channel related to:
a. Placing 5,1161inear feet of stream channel in culverts and other fills resulting
in permanent loss of waters, and;
b. Adding rip rap bank stabilization to 1421inear feet of stream channel;
3) Authorization of temporary discharge of fill material in 2641inear feet (0.06 acre) of
stream channel related to:
a. Disturbing 1741inear feet (0.04 acre) of stream channel for temporary
construction access and dewatering, and;
b. Disturbing 901inear feet (0.02 acre) of stream channel associated with the
installation of an 8" and 12" sanitary sewer line;
4) Authorization of indirect impacts to 7801inear feet of stream channel, resulting in
reduced aquatic function from "isolating" a 7801inear foot reach of stream channel
between two long culvert segments.
Note that your modification request letter, dated May 12, 2016, was advertised to the public
as well as relevant Federal and State agencies on June 1, 2016, for a 30-day Public Notice period.
Following evaluation of the information submitted in your modification request, comments made
during the agency Public Notice period, and the revised modification request provided via e-mail
on July 11, 2016, the U.S. Army Corps of Engineers, Wilmington District has determined that it
is appropriate and reasonable and not contrary to the public interest. Therefore, the permit is
modified to release the D section of U-2524 for construction, including the requested additional
stream impacts. This work must be constructed as follows:
1) for U-2524D Permit Sites 1, 2, 3, 3A, 4, 5, 6, 7, 8 and 9, as shown on the Wetland &
Stream Impacts drawings for U-2524D (Permit Drawings Sheets 1-17) submitted in
the "Request for Modification Letter..." dated May 12, 2016;
2) for U-2524D Permit Sites 9 and 10, as shown on Permit Drawings Sheets 18, 19, and
25 (Revised 7/11/2016) submitted in the "Modification to Request for Modification"
letter dated July 1 l, 2016, and;
3) for U-2524D utility Sites 1, 2, 3, 4, 5, and 6 as shown on the Utility Sheets 1-4 for
U-2524D, included in the "Request for Modification Letter..." dated May 12, 2016.

��
In addition, the following special condition regarding additional compensatory mitigation
has been incorporated:
x) In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the attached
Compensatory Mitigation Responsibility Transfer Fortn. 'The requirements of this form,
including any special conditions listed on this form, are hereby incorporated as special conditions
of this permit authorization.
All other conditions of the permit, including the permit expiration date of December 31,
2018, remain in effect as written. The U-2524CD project now totals permanent impacts to 8,371
linear feet of jurisdictional stream channel and 6.16 acres of adjacent riparian wetlands, 2) the
temporary placement of fill material into 7021inear feet of jurisdictional stream channel and 0.63
acre of adjacent riparian wetlands, and 3) indirect impacts to 780 linear feet of stream channel.
Should you have questions, contact Mr. David E. Bailey, Raleigh Regulatory Field Office at
telephone [phone], Extension 30.
Sincerely,
� �� +d�-�wL_
�
� evin P. Landers Sr.
Colonel, U.S. Army
District Commander
Enclosures
Copies Furnished with enclosures:
Mr. Brian Wrenn �
Transportation Permitting Unit
Division of Water Resources
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Ms. Erin Cheely
North Carolina Department of Transportation
Division of Highways
1598 Mail Service Center
Raleigh, North Carolina 27699-1598

��
Mr. Jerry Parker
Division Environmental Supervisor, Division 7
North Carolina Department of Transportation
Post Office Box 14996
Greensboro, North Carolina 27415
Capies Furnished without enclosures:
Mr. Rodger Rochelle, P.E.
Technical Services Administrator
North Carolina Department of Transportation
1516 Mail Service Center
Raleigh, North Carolina 27699-1516
Mr. Pete Benjamin
U.S. Fish and Wildlife Services
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 28516
Ms. Cynthia Van Der Wiele
U.S. Environmental Protection Agency
Region 4 NEPA Program Office
C/o USEPA-RTP
109 T. W. Alexander Drive
Mail Code: E143-08
Research Triangle Park, North Carolina 27709
Mr. Travis Wilson
North Carolina Wildlife Resources Commission
1718 Hwy 56 West -
Creedmoor, North Carolina 27522

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatorv Miti�ation Resaonsibilitv Transfer Form
Permittee: North Carolina Department of Transportation
Projecfi Name: NCDOT/U-2524CD/Division 7
Action ID: SAW-2001-21125
County: Guilford
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise speci�ed below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project
Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin:
Stream Impacts (linear
Warm � Cool
Wetland
Cold � Riparian Riverine � Riparian Non-Riverine
Fear River Basin
Non-Riparian � Coastal
8,612 � � � 6.15 � I I
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
ipensatory Mitigation F
Stream Mitigation
Warm Cool
15,726
nts: 8-digit HUC and Basin: 03030002, Cape Fear River Basin
Wetland Miti�ation (credits)
Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
10.57
Mitigation Site Debited: North Carolina Division of Mitigation Services (NCDMS)
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept fuli responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 12 September, 2014

USACE Wilmington District
Compensatory Mitigation Responsibility Transffer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
o Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
o If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
• This Form supersedes the Compensatory Mitigation Responsibility Transfer Form dated October 7, 2015 that
was included as part of the DA Permit Modification of the same date;
• This form reflects additional stream credits required as part of the U-2524CD Permit Modification dated July 14,
2016, specifically for the construction release of the D section, including:
- permanent stream impacts at Permit Sites 2, 3, 4, 5, 6, and 9(total of 4,729 I.f) at a 2:1 ratio;
- permanent stream impacts at Permit Site 7(total of 291 I.f.) at a 1:1 ratio, and;
- indirect stream impacts at Permit Site 3(total of 780 I.f.) at a 0.5:1 ratio;
The Mitigation Requirements listed on Page 1 are for the total U-2524CD project and do not reflect any stream
or riparian wetland credits already accepted by NCDMS/IVCEEP for this project.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1, Once
signed, the Sponsor should provide copies of this form along writh an updated bank ledger to: 1) the PermitYee, 2) the
USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell,
11405 Falls of Neuse Road, Wake Forest, NC27587 (email: [e-mail]. Questions regarding this form
or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David Bailey
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Digltally signed by BAILEY.DAVID E 137928373fi
G DN r—US,o=U.S.Gavemmen[,ou=DOD,ou=PKl,ou=USA
��(� cn=BA1LEYDAVIDE1379283736 ,UIy �CI �O�G
Date•201fiA7757049.44-04'00' � ,) U
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.armv.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://resulatorv.usacesurvev.com/ to complete the survey online.

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�'lCA'lC1E �]F N�1�']C]H[ �All$�]L�NA rt.c. U-2524D ~ 1
II���I���N �]F 1H[��ll[�WA�Y�
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G UILFORD CO U1�TY
LOCATION: GItEENSBORO—WESTERN LOOP FROM NORTH OF US 220 PERMlT DRAW/NGS
(BATTLEGROUND AVENUE) TO NORTH OF SR 2303 (LAWNDALE DRIVE) sr+EEr i oF 25
� TYPE OF WORIC: GRADING, PAVING, CULVLRTS, DRAINAGE, END TIP PROJECT U-2524D
STRUCTUREs AND ITS POT STA 520+34.53 —L— BIl
0
z WETLA11tD � STREAM IMPACTS N 871507.2766 E 1756411.5108
END TIP PROJECT U-2525C
POT STA 552 + 99.6 7—L— AH.
" N 87I505.0126 E 1756411.6682
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(� STA 496a35 -LflEV-
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POT Sta. 489+00.00 -L- BK = (f�
POT Sta. 489+00.00 -LREV- AM T
I�CE BEGTN BHIDGE
28+/- -Y6- STA 12+77.84
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SITE 8 SITE 10
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BEGIN CONSTfl11CTI0N / � � �OiSWp�p 23pZ �
STA 5+5�.62 -HPDYa- rEpRACf ENO BHZDGE SITE 5 r SITE 7 ENO CONSTPUCTION
NOTES: STA 14tq7,B4 y Q� r STA 548+12.55 -L
THIS IS A[ONTROLLED-ACCE55 PROIECT WITH ACCESS BEING -Y6• COTSWOLO AVE 9EGIN 9N7DGE BEGIN BNIDGE
LIMITED TO INTERCHANGES. STA 24+10i/• -V6- �PE� STA 493+95.00 -LFlEV- I (PROJECTEO -1.- STATION FOP
END OF NOISE WALL N0. 9)
CLEARING ON THIS PROJECT SHAIL BE PERFORMED •PED-
TO TME LIMITS ESTABLISHED BV METHOD ui. SITE 3A
THIS PROJECT IS WITHIN THE MUNICIPAL m3
HOUNDARIES Of THE CIN Of GREENSBORO. Yg
THIS PROJECT IS EXEMPT FROM THE IORDAN LAKE fiUFFER RULES
� THEREfORE BUiFERS ARE NOT $HOWN ON PLANS.
UGRAPHIC SCALES DF.SIGN DATq PROJF,CT LENGTH n�cuor co,vrncr. ReKHp PATEL. P.E. HYnRAULrCs L,vci.vcu< n�vasio,v OF HfGN1i:4YS
� �wr��11 ADT 2016 = 65,756 PARSONS ��NTB STATE OF NOHT/! CA/+OL1.VA
� � 50 25 0 50 100 ADT 2036 = 98,793 ���G77i ROADI['AY TJP PROJECT U-2524D = 1.373 M1LF.'S � � uu�essnusicH�ru6esEcomr�e�E
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� PIANS p= bQ � LENGTF! STRUCTURES TIP PROJECT U-2524D = O.OPS A17LES �°„ ��ra.vn�en ..rcc�rrc..r��x., p •,
�� � So s5 0 50 70o T 14 %• RIGNT OF IVAY DATE: TIM D. GOINS. P.E.
TOTAL LENGTH OF T7P PROJECT U-?5?4D = 1.418 A(ILES ,�
V= 70 MPH SEPTEMBER 23. 2011 �'"�/�cr e:ccr.veFx ROADISAS' DESIGY ♦
�� PROFILE �HORIZONTAL) • 775T =8% DUAL 64o ENGINEF.R
� FUNC CLASS = FREEWAY LE7TTNC DATf:: DAVID GARREfT DOCUMENTNOTCONSESCOMPLETE
'oN O 10 5 0 10 20 uN�ess nu s�eu
/ � SEPTEMBER 20, 2016 �xo�e�:r ue..rc:.v ..vor+c�n
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- �' +� _ PROJECT: U-2524D
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1"=50' HORIZONTAL ` SITE 3 �� GREENSBORO - WESTERN LOOP
1"=10' VERTICAL - -: _ - '- FROM EAST OF BATTLEGROUND AVENUE
TO EAST OF LAWNDALE DRIVE
SHEET 10 OF 25 11/13/15

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1"=200'HORIZONTAL ' `' SITE4 GREENSBORO-WESTERNLOOP
1"=10' VERTICAL „: FROM EAST OF BATTLEGROUND AVENUE
TO EAST OF LAWNDALE DRIVE
SHEET 13 OF 25 11/13/15

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Site
No.
1
2
3A
3
4
Station
(From/To)
-L- 434+26 - 434+49
-L- 440+16 - 443+31
-L- 458+38 - 458+84
-L- 462+49 - 471+23
-L- 478+25 - 494+65
-L- 491+99 - 503+80
-L- 492+63 - 493+02
-L- 497+58 - 499+12
-L- 502+83 - 503+29
-L- 504+11 - 505+91
-L- 505+41 - 505+96
i �na+a� Gan�na
Structure
Size / Type
Bank Stabilization
48" / 30" RCP
4' Base Ditch
4' Base Ditch / 60" RCP
Bank Stabilization
1@8'X7'RCBC
10'X7'/2@10'X7'RC
1@ 10' X 7' RCBC
48" RCP
Bank Stabilization
Bank Stabilization
1@7'X8'RCBC
Bank Stabilization
��
Z7"�A,�,!` D
�ro�a�ea
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER
Hand Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel
Fill ln Fill in in Clearing in SW SW Impacts
Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent
(ac) (ac) (ac� (ac) (ac) (ac) (ac) (ft)
< 0.01 < 0.01 15
0.05 < 0.01 414
< 0.01 96
0.09 996
< 0.01 < 0.01 24
0.15 < 0.01 1581
0.27 0.01 1192
0.02 < 0.01 158
0.04 291
< 0.01 < 0.01 23
0.01 < 0.01 46
0.07 < 0.01 388
0.01 < 0.01 34
� ��
8.A5 �-4� 2�4
�9A4 c-9,�4 �4
txisting
Channel Natural
Impacts Stream
Temp. Design
(ft) (ft)
15
10
�
m
�
m
�
m
10
18
20
20
�
5
�- � � � � � 9-03 � � 0 72 0 04 5258 174 0
*Rounded totals are sum of actual impacts
NOTES:
- 780 LF OF STREAM BETWEEN SITES 3& 4 WILL REQUIRE 0.5 : 1 MITIGATION DUE TO INDIRECT PROJECT IMPACTS & LOSS OF FUNCTION. NC DGPARTM�NT OI' TRANSPORTATION
DIVISION OI' IIIGHWAYS
11/13/15
Guil1'ord
U-2524D
��=�<� �!�'�''__I 34820.1.2
sed20131024 SI-Ii:1;T 25 OF 25