20170988 Ver 1_2017-00078 NW 14_20170918

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-00078 County: Guilford Countv U.S.G.S. Quad: Lake Brandt
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT
Attn: Jerry Parker
Address: P.O. Box 14996
Greensboro, NC 27415
Size (acres) �2 Nearest Town Greensboro
Nearest Waterway Squirrel Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.188227 N, -79.785047 W
Location description: The site is located alon� SR 135 (North Church Street) over Squirrel Creek at NCDOT Brid�e 135 in
Guilford Countv, North Carolina.
Description of projects area and activity: This authorization is for the discharge of clean fill material associated with reqlacinE
an existing bridge with two 11 x 6 foot reinforced concrete box culverts with 1-foot and 2-foot sills. The proiect includes
permanent impacts to 53 linear feet (0.01 acre) of stream channel and 0.02 acre of riparian non-riverine wetlands for culvert
installation, permanent impacts to 601inear feet (0.02 acre) of stream channel and 0.01 acre of riparian non-riverine wetlands
for bank stabilization, and temporarv impacts to 61 linear feet (0.01 acre) of stream channel and 0.01 acre of riparian non-
riverine wetlands for temporary detour road, construction access, and dewatering. The proiect also requires 0.01 acre of hand
clearing riparian non-riverine wetland impacts for the temporary detour road.
Applicable Law:
Authorization:
� Secrion 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Regional General Permit Number or Nationwide Permit Number: NWP 14 Linear Transqortation Proiects.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information received 8/8/2017 via email. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expirarion date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David Bailev at 919-554-4884 ext. 30 or David.E.Bailev2(�a,usace.armv.mil.
�P g n' 9��1'��°"'��a<��eaeE°o°a�moeE�3,9��°6a;,PK�.
Co s Re ulato Official: °°"'°,'09181551'a °°°° Date: 9/18/2017
Expiration Date of Verification: 3/18/2022
Copy furnished:
April Norton, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

SAW-2017-00078
Special Conditions:
1. 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 Form. The requirements of this form, including any special conditions listed on
this form, are hereby incorporated as special conditions of this permit authorization.
2. This USACE permit does not authorize you to take a threatened or endangered species, in particular, the
Northern Long-eared Bat (NLEB) (Myotis septentrionalis). In order to legally take a listed species, you
must have separate authorization under the Endangered Species Act (ESA) (e.g., a Biological Opinion
(BO) under the ESA, Section 7, with "incidental take" provisions with which you must comply). The U.S.
Fish and Wildlife Service's (USFWS's) Programmatic BO titled "Northern Long-eared Bat (NLEB)
Programmatic Biological Opinion for North Carolina Department of Transportation (NCDOT) Activities
in Eastern North Carolina (Divisions 1-8)," dated March 25, 2015, and adopted on May 4, 2015, contains
mandatory terms and conditions to implement the reasonable and prudent measures that are associated
with "incidental take" that are specified in the BO. Your authorization under this USACE permit is
conditioned upon your compliance with all the mandatory terms and conditions (incorporated by reference
into this permit) associated with incidental take of the BO. Failure to comply with the terms and conditions
associated with incidental take of the BO, where a take of the listed species occurs, would constitute an
unauthorized take, and would also constitute non-compliance with your USACE permit. The USFWS is
the appropriate authority to determine compliance with the terms and conditions of its BO and with the
ESA.
Digitally signed by
BAILEY.DAVI D.E.1379283736
�/ � DN:r—US,o=U.S.Government,
���� ou=DoD, ou=PKl, ou=USA,
I� �� m=BAILEY.DAVID.E.1379283736
Corps Regulatory Official: oate:zo,�.o9.,8,5:5,:45-04�00� Date: 9/18/2017
Expiration Date of Verification: 03/18/2022

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Miti�ation Responsibility Transfer Form
Permittee: NCDOT Action ID: SAW-2017-00078
Project Name: NCDOT / B5726 / Bridge 135 / SR 3001 / North Church Street / Squirrel Creek / Guilford County / Division 7 COUllty: Gui Iford
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 Division of Mitigation Services (NCDMS), 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 specified 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
Stream Impacts (linear feet
Warm Cool
53
*: 8-di�it HUC and Basin:
Wetland Im
Cape Fear River Basin
Cold I Riparian Riverine I Riparian Non-Riverine I Non-Riaarian I Coastal
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Stream Mitigation
Warm Cool
106
uirements:
Cold
8-digit HUC and Basin: 03030002, Cape Fear River Basin
Wetland Mitigation (credits)
�rian Riverine Rioarian Non-Riverine Non-Riparian Coastal
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
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 full 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 NCDMS), 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 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer 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.
• 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.
• 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 is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsorshould provide copies of this form along with an updated bank ledger to:1J the Permittee, 2J the USACE
Project Manaqer at the address below, and 3J the Wilmington District Mitiqation Office, Attn: Todd Tugwell, 3331 Heritaqe
Trade Drive, Suite 105, Wake Forest, NC 27587 (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:
Email:
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[e-mail]
_ Digitally signed by BAILEY.DAVID.E.1379283736
� � DN: c=US, o=U.S. Government, ou=DoD, ou=PKl,
ou=USA, cn=6AILEY.DAVID.E.1379283736
Date: 2017.09.18 15:52:08 -04'00'
USACE Project Manager Signature
September 18, 2017
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.army.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://regulatory.usacesurvey.com/ to complete the survey online.

Action ID Number: SAW-2017-00078 County: Guilford
Permittee: NCDOT (attn: Jerry Parker)
Project Name: NCDOT / B5726 / Brid�e 135 / SR 1001 / North Chruch Street / Squirrel Creek /
Guilford Countv / Division 7
Date Verification Issued: 9/18/2017
Project Manager: David Bailev
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
attn: David Bailey
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

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G UILFORD CO U1�TY
LOCATION: BRIDGE NO. 135 OVER SQUIRREL CREEK ON SR 1007 (NORTH CHURCH STREET)
NPE OF WORI<: GRADING, PAVING, DRAINAGE AND CULVERT
WETLAND AND SURFACE WATER IMPACTS PERMIT
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MAJOR COLLECTOR
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT = 0.148 MILES
LENGTH STRUCTURE TIP PROJECT = 0.004 MILES
TOTAL LENGTH TIP PROJECT = 0.152 MILES
Preporee ln ne ornce or Hmch Man MxOarmie for
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rt N 1 t a�r �
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, -_ � . i SHEET 4 �. . _ ; . ���..
D�.,,.�n�..�: __ � �� � . � PR i< i� x �
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(LOOKING DOWNSTREAM) ,�,„ - - - � � . ���,' ` � `� . .�oI'd"1%. 7� � P �P'
�scn�e i° =io� -- � �� � SCALE: I"= 100' HORIZ.
- . . �
: _ ij _
; �. BEGIN PROJECT �; i I . � . I
. . ' I' $TA. II � O B�EGIN OVERLAY � � I _ _ _ �� I _ . ,.T�C� _... .
. I. ..-I�t 11� STA. 11-50.00 . .'. I �'Tf�I�T .. : L .. . LT� '... SiA� 18VE50.00 .,._: :. �, . .
{I I
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END OVERtAY END GR4DE � LND PROIECT � � -- � �
� II BLEND � �
BEGIN GRADE � � � � � � � � BEGIN OVERLAY STA. 19-00.00 _� ` I -.
, _ EXI�ST � . STA. 14-00.00 STA. 17r50.00 �
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� � _
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I.. � PI - 151 20.00 PI - 16•�9.`i.00 �
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. . �� vc sao� .. . vc no, ro � _: . .. . .
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740
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SHEET 4 OF 9 rw�ii^i ic
LEGEND
DENOTES TEMPORARY
TS� -" T�j IMPACTS W SURFACE WATER
,5.�..� -5:.,- DENOTES PERMANENT
IMPACTS IN SURFACE WATER
F :.�, DENOTES PERMANENT
FILL IN WETLANDS
E £;,; DENOTES PERMANENT
EXCAVATION IN WETLANDS
/T�.:;,�-.���7 DENOTES TEMPORARY
FILL IN WETLANDS
iF iE �3F iF DENOTES MECHANIZED
�1E iE �E �E CLEARING
HC HC DENOTES HAND CLEARING
40 0
20 40
SCALEc I"= 40' HORIZ.

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���,� � �..
OUTLET VELOCITY TO TH� �S7R€Mti � �' ' �
€AA
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. m
exisriNc oircH � ���'� '� W`� � � �� � * � LEGEND
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-� � ' RENFOV� �H�� CMP; -� � C � � -� � IMPACTS W SURFACE WATER
—=��_m GRAU-350 �.: �E,i' — _ 'GRAI�-350 PDE�
_ � R M
- — � i 1 I;�_.
__ - --- �- �- _----�-- _--- �`. ��I - - - - -�_ — — .�� < S $::; DENOTES PERMANENT
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—� .. . F :.�, DENOTES PERMANENT
_ _ _ — — F FILL IN WETLANDS
— t � �RAU-350 _ GRAU-350 � 1 "�
`� DENOTES PERMANENT
. �F^ � ��. J = - -- � - _ - =; _ _ � � �--=:"�" _ - E £' � EXCAVATION IN WETLANDS
�r ��—,�..�--,� � _ . ..
�"�' � - _ �� � �� — �- .� ; t1 — � � �
PDE . p�E���E . -- -- — -` � "., ll - pDE '� pDE � �-I� �T 7 DENOTES TEMPORARY
EXISTING PDE ��I I. _ i . ✓ G����� � FILL IN WETLANDS
?
i,rs
,-� ��� �u EXISTING i� � �
,u �i_ �.-S ' i
�� ,r'^J�� � iF iE �3F iF DENOTES MECHANIZED
� � � �r . 6� v0l . i � "_tiIS � E � �� � �1E iE dE dE CLEARING
� ��� , � l� Y�'1� ��' � �i
� — _�,jJ '„`J ' ly�-�,^ � � I
F�---- __ ' �� _ /-�_ --- � —� � ��E I ' ' � i HC HC DENOTES HAND CLEARING
E HC HC ,, 1, , / I, � �
� C�� �� � �
E � ��' � � � ` �
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' `i � i '? I
/ � �
' � ��� - �� �' � '_ � �'PROPOSED �DITCH (TO�� REPLAC6 �
� � ` � y�'� � _i_ -� EXISTING DITCH) OUTLETS TO I
� �`, � �� - N � BANK STABILIZATION WICLA55 '�
— E EX�STING DITCH ENDS HERE AN� � � � �m��, r° � ,m � II RIP RAP TO DISSIPATE ENERGY
BECOMES DIFFUSE FLOW �� � ' � "� TO PROVIDE A.NON-EROSIVE���
V1,0 =,1.8 fps 3`�48" CSP (TE�APORARY) � - 3 -;`OUTLET VELOCITY TO _ THE STREAM
� � `� ��� � V10 = 1.9 fps
`"
- � I 1� � �� �� �
E
�]E"�'�1][1L. �ff-3[�EIE�' ]F��1P�
"w S]� j'� 1 40 0
wF
Ud
= 20 40
s�� SCALE:I"= 40' HORIZ.

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� � � � { p /� u � lq � I �I a ��J11 �5I26 - Gl11LFOR� 1�5
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WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 FROM 15+46 TO 16+46 -L- 2@ 11' X 6' RCBC < 0.01 < 0.01 0.01 0.01 < 0.01 53 13
1 FROM 15+89 TO 16+30 -L- BANK STABILIZATION < 0.01 0.02 60
1 FROM 15+28 TO 16+35 -L- TEMPORARY DETOUR < 0.01 0.01 0.02 48
TOTALS*: < 0.01 < 0.01 < 0.01 < 0.01 0.03 0.03 0.02 113 61 0
"Rounded totals are sum of actual impacts
NOTES:
*Total stream length that will temporarily be dewatered to install the culvert in the dry (see construction sequence = 10' (impervious dike
upstream to upstream face of culvert) + 53' (culvert length along stream) + 10' (downstream face of the culvert to impervious dike
downstream) = 73' along Squirrel Creek
�

GRAPHIC SCALE �'F8p5726k� EC-4NC0
3� ;�� Hw sn � No
C O N ST R U C T I O N S E Q U E N C E "` -'- ����_'�` `��'����`�'�` `����� `��'�"
LEVEL III CERTIFlED BY:
ALE%ANDER D SNIDEft, PE
CERTIFICATION NUMBE0.:3064
ISSUED: MARCH 22, 2017
�83/ A 2�11
D
NLVERT CONSTRUCTION SEQUENCE:
1.) INSTALL ALL TEMPORARY SEDIMENT CONTROL DEVICES NECESSARY
FOR NLVERT CONSTRUCTION.
2.� INSTALL ROADWAY DEfOUR AND 3@ 48" CSP �TEMPORARY) AND
SHIFf TRAFFIC TO DETOUR. DETOUR CONSTRUCTION TO BE COMPELTED
IN THE DRY.
3.) INSTALL SPECIAL STILLING BASINS (4) WITHIN PROJECT RIGHT—OF—WAY.
PUMP ALL EFFWENT WTO SPECIAL STILLING BASINS.
4.� INSTALL IMPERVIOUS DIKES AND WSTALL 24' TEMP. PIPE (69 LF).
5.� DE—WATER EFFLUENT fROM WORK SITE INTO SPECIAL STILLING BASINS.
6.� CONSTRUCT PROPOSED 2@ 11' X 6' RCBC AND UPSTREAM CHANNEL
IMPROVEMENTS.
7.� REMOVE 24" TEMPORARY PIPE AND IMPERVIOUS DIKES TO ALLOW FLOW
THROUGH NEWLY CONSTRUCTED NWERT. REMOVE SPECIAL STILLING BASINS.
8.� COMPLEfE PROPOSED ROADWAY.
9.� SHIFf TRAFFIC TO PROPOSED ROADWAY AND REMOVE ROADWAY DETOUR.
DETOUR CONSTRUCTION TO BE COMPELTED IN THE DRY.
70.) COMPLETE NLVERT DOWNSTREAM CHANNEL IMPROVEMENTS. DETOUR
CONSTRUCTION TO BE COMPELiED IN THE DRY.

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1645.01
LONSTNUCTION ACCESS ROAD
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STREAM CHANNEL
CLASS B STONE
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PLAN VIEW
6" #57 STONE IN ACCORDANCE
WITH SECTION 1005 OF NC OOT
STANDAPD SPECIFICATION
CROSS PIPE(S): SIZE
DETEFMINED 8V
CONTPACTOR
LLA55 B STONE
SECTION A-A
NOT TO SCALE
PIPE�S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THE PEAK OR
BANK ULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM, WITHOUT OVER TOPPING.
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