20190113 Ver 2_USACE & NCDWR Permit Transition_20210521

Strickland, Bev
From: Maness, Clark <[e-mail]>
Sent: Friday, May 21, 2021 8:15 AM
To: [e-mail]; Snider, Holley
Cc: Walker, Bob; Jared Glick; Christie A. Auer ([e-mail]); Adrianna Weber;
[e-mail]
Subject: [External] H2GO - Leland Highway 17 Sewer Ph 2 - USACE & NCDWR Permit
Transition
Attachments: Leland Hwy 17 Sewer Exp Ph II_NCDWR 401 WQC_2019-06-03_scanned.pdf;
2021-05-21-Hwy 17 Sewer Ph2_Permit Transfer Request Letter.pdf; H2GO Signed
Acknowledgement Letter.pdf; Leland Hwy 17 Sewer Exp Ph II_USACE NWP 12_
2019-06-03_scanned.pdf
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Mr. Beecher and Ms. Snider,
This is Clark Maness from the WithersRavenel Cary, NC office. I am now the project manager for the Leland Highway 17
Sewer Expansion 11 — Phase 2 project.
A NWP 12 and 401 WQC were previously issued to the Town of Leland for the subject project authorizing 0.641 acres of
temporary wetland impact to construct a sewage pump station, gravity sewer, and force mains. Since issuance of the
permits, the Town of Leland Town Council and Brunswick Regional Water and Sewer H2GO Board of Commissioners
voted to approve an interlocal agreement that will combine their water and sewer operations. Brunswick Regional
Water and Sewer H2GO will effectively be taking over all water and sewer utilities currently owned and operated by the
Town of Leland. As such, Brunswick Regional Water and Sewer H2GO will also be taking over the Leland Highway 17
Sewer Expansion II Phase 2 project.
The project number(s) that require a permit transition are:
USACE AID: SAW-2019-00937;
NCDWR Proj #:2019-0113v2
Please see the attached permit transition submittal documents. They are as follows:
1. Cover letter from WithersRavenel summarizing need for permit transition
2. Acknowledgement Letter from H2GO
3. Copies of originally approved permits
If you require more documentation or have any questions or concerns please let me know.
Regards,
Clark Maness, PE
115 MacKenan Drive 1 Cary, NC 27511
1

Office: 919.469.3340 I Direct: 919.535.5213
[e-mail]
Milan
ni
CONFIDENTIALITY AND NONDISCLOSURE
2

DocuSign Envelope ID: FDB4683F-OCE8-45C9-B998-80AE84CF705F
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Town of Leland
Mr. David Hollis
102 Town Hall Drive
Leland, NC 28451
Subject Property:
NORTH CAROLINA
Environmental Quality
June 3, 2019
Leland Highway 17 Sewer Expansion II
Brunswick County
DWR Project: 2019-0113v2
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hollis,
You have our approval, in accordance with the attached conditions and those listed below, to
temporarily impact 0.641 acres of 404 wetlands in order to construct a sewer expansion project as
described in the application received by the N.C. Division of Water Resources (DWR) on April
12, 2019. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number 4133 (GC4133).
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit. This Certification can also be found on line at:
http://portal.ncdenr.ora/web/wq/swn/ws/401 /certsandpermits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
D �� North Carolina Department of Environmental Quality I Division of Water Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH OAROLINA �
Oepartmenl of EnNmnnwnlal QiiMlq� /`� 910.796.7215

DocuSign Envelope ID: FDB4683F-OCE8-45C9-B998-80AE84CF705F Page 2
Brunswick County
2019-0113v2
The Additional Conditions of the Certification are:
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit
a new application package with the appropriate fee. If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible
for complying with all conditions. Any new owner must notify the Division and request
the Certification be issued in their name { 15A NCAC 02H .0501 and .0502 1.
2. Any final construction plans for this project must include or reference the application and
plans approved by the Division under this authorization letter and certification. The
applicant will also be required to evaluate all acquired permits to assure that they are
consistent and all relative impacts are accounted for and shown on the construction plans.
[15A NCAC 02H .0502 (b) and 15A NCAC 02H .0506 (4)] The applicant shall require his
contractors (and/or agents) to comply with all of the terms of this Certification and shall
provide each of its contractors (and/or agents) a copy of this Certification.
3. Turbidity Standard
The turbidity standard of 50 NTUs (Nephelometric Turbidity Units) shall not be exceeded
as described in 15 A NCAC 213 .0220. Appropriate sediment and erosion control practices
must be used to meet this standard. Turbidity curtains shall be used as appropriate. Please
notify this Office if any turbidity issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the
Certification for a specific project shall remain in effect for the life of the project, regardless
of the expiration of this Certification.
5. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project a
copy of this certification. A copy of this certification including all conditions shall be
available at the project site during the construction and maintenance of this project. [15A
NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. Continuing Compliance:
7. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from

DocuSign Envelope ID: FDB4683F-OCE8-45C9-B998-80AE84CF705F
Page 3
Brunswick County
2019-0113v2
compliance with 303(d) of the Clean Water Act), and any other appropriate requirements
of State and Federal law. If the Division determines that such standards or laws are not
being met, including failure to sustain a designated or achieved use, or that State or Federal
law is being violated, or that further conditions are necessary to assure compliance, than
the Division may reevaluate and modify this General Water Quality Certification. [I 5A
NCAC 02H .0507(d)]
8. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington Regional
Office at 910.796.7215 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and
(c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A].
9. Fueling, lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC
02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)].
10. This certification grants permission to the director, an authorized representative of the
Director, or DEQ staff, upon the presentation of proper credentials, to enter the property
during normal business hours 15A NCAC 02H.0502(e).
11. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant and/or
authorized agent is required to return a completed certificate of completion form to the
NCDEQ DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617
Mail Service Center, Raleigh, NC, 27699 within ten days of project completion. The
certification of completion is available at:
http://portal.ncdenr.or_ web/wq/swp/ws/401/certsandpermits/apply/forms).
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings

DocuSign Envelope ID: FDB4683F-OCE8-45C9-B998-80AE84CF705F
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Brunswick County
2019-0113v2
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with
the OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00 am and 5:00 pm, excluding official state holidays). The petition maybe faxed
to the OAH at [phone], provided the original and one copy of the petition along with any
applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the
Clean Water Act. If you have any questions, please telephone Chad Coburn in the DWR
Wilmington Regional Office at [phone] or Chad.Coburn(a�ncdenr.gov.
Sincerely,
DocuSigned by:
E
tovc ((a �� 6"
E3ABA14AC7DC434...
Morella Sanchez -King, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosure: GC4133
Cc: Troy Beasley — Withers & Ravenel (via email)
Gary Beecher — Wilmington Field Office, USACE (via email)

DocuSign Envelope ID: FDB4683F-OCE8-45C9-B998-80AE84CF705F Page 5
Brunswick County
2019-0113v2

i
FUTURE MARITIME SHORES SUBDIVISION
U
EXHIBIT 5
PROPOSED PUMP STATION
_ J
_ y FUTURE
BISHOPS RIDGE
SUBDIVISION
PROPOSED FORCEMAIN
ALIGNMENT
NLB 7\
EXHIBIT 2
NCB
�Z
S
,y, NCN EXHIBIT 3
Mo��P
o a
o
J�
m
<v EXHIBIT 4
�v
LEGEND s ��
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 19,732 SF (0.453 AC)
TEMPORARY WETLAND IMPACTS - ® 8,165 SF (0.187 AC)
GRAPHIC SCALE PUMP STATION UNDER CONSTRUCTION -
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0.0 AC) 600 0 300 600 1200 PREVIOUSLY PERMITTED
STREAM IMPACTS - ','� 0 LF (0 SF) AID # SAW-2018-02337
NCDWR PROJ # 2019-0113
1 inch = 600 ft.
"°. Revision Datc B 11 Designee Some 1/ WithersRavenel RJR ���-600' WETLANDS AND STREAM IMPACTS =�"`
Elle',,ed
By Date LELAND HWY 17 SEWER EXPANSION II Iio Engineers I Planners I Surveyors WE-0
���j YPAP 4-�T-19OVERALL ALIGNMENT AND INDEX g B ]ob No. 0-2 Station Road, Suite -0 Wilmington, NC 28405
TB 06180445.00 LELAND BRUNSWCC COUNTY NORTH CAROLNA t:910-256-92771icense#:C-0832www.withersraveneLcom

PROPOSED FORCEMAIN
IMPACT 1A INSTALLED BY OPEN -CUT
TEMPORARY (MAINTAINED) WETLAND IMPACT _ —
3,358 SF/0.077 AC.
LOCATED IN EX. AND MAINTAINED
NCDOT RIW
/ NO PERMANENT CONVERSION '/� !G • �• .:
IMPACTS
�1 �M WETLAND E
off` NP� 'a / / /. G ' IMPACT 1 B p�� • .
PROPOSED FORCEMAIN INSTALLED / FM
�1�5 i ' � � / ✓. ' • • / - •• - • - - • •TEMPORARY CONSTRUCTION ACCESS
BY HORIZONTAL DIRECTIONAL DRILL p\N�'912 /� y- • ' TEMPORARY WETLAND IMPACT
- • -1.' • F�• .'•'.' • ' ' • .' • •. 7,840 SF/0. 180 AC.
NO IMPACTS \5 , D� N
EX. WETLANDS • .
/ i'�� - '• �GEOF jam. •• _ - •- •• -- - •- .. •• •• .
> HORIZONTAL DIRECTIONAL DRILL
/ i i ✓�@' • :�` / i:'i EXIT PIT
WETLAND E
o� /V
i w
/ HORIZONTAL DIRECTIONAL DRILL S
ENTRY PIT MaBnek
LEGEND
WETLANDS-
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 3,358 SF (0.077 AC)
TEMPORARY WETLAND IMPACTS - ® 7,840 SF (0.180 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS - ','+ 0 LF (0 SF)
GRAPHIC SCALE
50 0 25 50 100
1 inch — 50 ft.
No, Revision Datc I B pegigner Some 1/ WithersRavenel
RJR 1"=50' src�i vo.
°raven By °ate LELAND HWY 17 SEWER EXPANSION II WETLAND AND STREAM IMPACTS I/ ,I
PAP 4a1a9 Engineers Planners Surveyors
Ched<ed By ]ob No. EXHIBIT 219 Station Road, Suite 1011 Wilmington, NC 28405
TB 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771 license#:C-08321 www.withersravenel com

25 25
45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50
SCALE:
1 " = 50' HORIZ.
1"=5'VERT.
No. Revision Date I By Designer gale 1/ Withers Ravenel
RJR steel vo.
Drawn By Date LELAND HWY 17 SEWER EXPANSION II WETLANDSAN STREAM IMPACTSI� 1A
PAP 4a1a9 Engineers � Planners � Surveyors
Checked By °b N°. F O R E CMA I N H D D PROFILE 211 Station Road, Suite 1011 Wilmington, NC 28405
TB 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771 license#:C-08321 www.withersravenel.com

� TE �FB
IMPACT 2A
TEMPORARY (MAINTAINED) WETLAND IMPACT
219 SF/0.005 AC. \/ \
/
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT /
WETLAND C
EX. WETLANDS LOCATED IN EX. AND MAINTAINED
NCDOT RIW
NO PERMANENT CONVERSION
IMPACTS
j
IMPACT 2B
TEMPORARY CONSTRUCTION ACCESS
TEMPORARY WETLAND IMPACT
325 SF/0.008 AC.
w E
S
Magnetic
GRAPHIC SCALE
LEGEND si ° 2I sI goo
WETLANDS-
1 inch = 50 ft.
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 219 SF (0.005 AC)
TEMPORARY WETLAND IMPACTS - ® 325 SF (0.008 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS + + +++++ + + 0 LF (0 SF)
WETLAND AND STREAM IMPACTS i WithersRavenet
LELAND HWY 17 SEWER EXPANSION II 1� Engineers I Planners I surveyors
EXHIBIT 2 219 Station Road, Suite 1011 Wilmington, NC 28405
LELAND BRUNCWICI( NORTH CAROLINA C 910-256-9277 1 license #:C-08321 www.withersmvenel.com

/r3s,°°' Ay rst
\ \ W E
S
\ \ Magnetic
\ NCDOT R/W
WETLAND B
\ IMPACT 3
\ \ TEMPORARY (MAINTAINED) WETLAND IMPACT
�Q
\ 1,295 SF/0.030 AC.
�
EX. WETLANDS
'NO �]
� ......... LOCATED IN EX. AND MAINTAINED
\ NCDOT R/W
\ \ \ \ . . . . . . NO PERMANENT CONVERSION
/ \\ ` • IMPACTS
N/i Cp
\ 2 b"
>N�2 • RSA � >N� RSA
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT
GRAPHIC SCALE
50 0 25 50 100
LEGEND
WETLANDS- 1 inch = 50 ft.
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 1,295 SF (0.030 AC)
TEMPORARY WETLAND IMPACTS - ® 0 SF (0.000 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS + + +++++ + + 0 LF (0 SF)
WETLAND AND STREAM IMPACTS i WithersRavenet
LELAND HWY 17 SEWER EXPANSION II 1� Engineers I Planners I surveyors
EXHIBIT 3 219 Station Road, Suite 1011 Wilmington, NC 28405
LELAND BRUNCWICI( NORTH CAROLINA C 910-256-9277 1 license #:C-08321 www.withersmvenel.com

PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT
N
-4 1
E
S
Magnetic
- IMPACT 4A
TEMPORARY (MAINTAINED) WETLAND IMPACT
2891 SF/0.066 AC.
ERH INVESTMENTS, LLC
MAP BOOK 30, PAGE 214
DEED BOOK 3377, PAGE 850
r-- 30' MAINTAINED CORRIDOR
30' PERMANENT
A% SEWER EASEMENT
J_
— go FM —
_ —33 FM Nf FM
_ FM —
--- ---I�— . . . . . . . . . . . . . . . ---
/ � .................... WETLAND A
EX. WETLANDS "
LEGEND
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) -
TEMPORARY WETLAND IMPACTS -
PERMANENT WETLAND IMPACTS - o00000000
STREAM IMPACTS + + +++++ + +
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
2,891 SF (0.066 AC)
0 SF (0 AC)
0 SF (0 AC)
0 LF (0 SF)
II LELAND HWY 17 SEWER EXPANSION II III WETLAND AND SBTRE4AM IMPACTS III 109Withef sRaveeyors 405 II

W
O
EX. WETLANDS
O-
PROPOSED PUMP
STATION
loo
/ / o
IMPACT 5A ... I
O TEMPORARY (MAINTAINED) WETLAND IMPACT
1,944 SFI0.045 AC. W TLAN D K
EX: WETLANDS
PROPOSED FORCEMAIN /
INSTALLED BY OPEN -CUT
/ IMPACT 7A
TEMPORARY (MAINTAINED) WETLAND IMPACT
� � � � / WETLAND I EX. WE\ ANDS 6,520 SF/0.150 AC.
.
100,
WETLAND J °"o° 30' PERMANENT
SEWER EASEMENT
EX. WETLANDS
IMPACT 6A
TEMPORARY (MAINTAINED) WETLAND IMPACT e
/ 3,505 SF/0.080 AC.
GRAPHIC SCALE
50 0 25 50 100
LEGEND
WETLANDS-
1 inch = 50 ft.
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 11,969 SF (0.275 AC)
TEMPORARY WETLAND IMPACTS - ® 0 SF (0 AC)
PERMANENT WETLAND IMPACTS o00000000t 0 SF (0 AC)
STREAM IMPACTS - ','+ 0 LF (0 SF)
N°. Revision Datc B pegigne, gale 1/ WithersRavenel RJR 1"=LELAND HWY 17 SEWER EXPANSION II WETLANDS AND STREAM IMPACTS EngineersIPLa�nersISurveyors =�eC°°
Drawn By Date I/
y PAP E.b�,uE.,
OVERALL ALIGNMENT AND INDEX gChed<edB ]ob 211 Station Road, Suite 101 Wilmin ton, NC 28405
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PROPOSED FORCEMAIN
�GPS�SMP��EFLS INSTALLED BY OPEN -CUT
GPg\E
LEGEND
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 0 SF (0 AC)
TEMPORARY WETLAND IMPACTS - ® 0 SF (0 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS - ','+ 0 LF (0 SF)
�zo
�N��R 15, NCH RD — —47 _
EEO PCOON�E \N HAZELS gRA — FOFO
Oi o• /
J
50+00
_ate%O�
PROPOSED FORCEMAIN
\N INSTALLED BY OPEN -CUT
STREAM-5— , , —
�p°� \ RI&HOV BRANCH ,
�lPl PERENNIAL HORIZONTAL DIRECTIONAL DRILL
EXIT PIT
ksloeoROUNOGPS PROPOSED FORCEMAIN INSTALLED
BY HORIZONTAL DIRECTIONAL DRILL
NO IMPACTS
ILI-
HORIZONTAL DIRECTIONAL DRILL
ENTRY PIT
o
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
No. Revision Datc I B pegigner Some 1/ Withers Ravenet RJR 1"=50' srci vo.
Drawn By Date LELAND HWY 17 SEWER EXPANSION II WETLAND AND STREAM IMPACTS I� 6
PAP 4-11a9 L Engineers Planners Surveyors
Ched<ed By ]ob No. EXHIBIT L 211 Station Road, Suite 1011 Wilmington, NC 28405
TB 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA o"0-256-92771 license#:C-08321 www.withersravenel com

43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50
SCALE:
1" = 50' HORIZ.
1"=5'VERT.
110. Va1e o Designer FUR Scaler„=50, WETLANDS AND STREAM IMPACTS in witnersKavenel -,-- �
Drawn By Date LELAND HWY 17 SEWER EXPANSI!��NORTH
10 Engineers I PLanners I Surveyors 6A
PAP 4-11-19 FORECMAIN HDD PROFILE
Checked By ]ob No. 219 Station Road, Suite 101 I Wilmington, NC 28405
7B 06180445.00 LELAND BRUNSWICI<CDUNTY AROL NA I 1t: 910-256-9277 license#:C-0882 www.withemravene1.com

17, RG?,
N`Li 1
"d p �
$IPRAP
.c
N5' RG�N�
HORIZONTAL DIRECTIONAL DRILL
EXIT PIT
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT
LEGEND
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) -
TEMPORARY WETLAND IMPACTS -
PERMANENT WETLAND IMPACTS- o00000000
STREAM IMPACTS - '+'+
0 SF (0 AC)
0 SF (0 AC)
0 SF (0 AC)
0 LF (0 SF)
STREAM 2
PERENNIAL
i
12 R183
36 R1P 40
G FM -
�N
_
12N a1
�N�••
0 N� 6`� NN 16
RAM' \N� .
11
,p
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_ FM —
i
_
HORIZONTAL DIRECTIONAL DRILL
FM
��
ENTRY PIT
—
G
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT
01+00 N6.
dip . 63+00
HAZELS BRANCH RD
s
STREAM 1
/ PERENNIAL �` � - _ \ \ ` 66+00
WETLAND D
PROPOSED FORCEMAIN INSTALLED
BY HORIZONTAL DIRECTIONAL DRILL
NO IMPACTS
N
w
F
S
Mall",,
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
No. Revision Datc I B pegigner Some 1/ Withers Ravenet RJR srci vo.
Drawn By r��IIIILEILAND
LELAND HWY 17 SEWER EXPANSION II WETLAND AND TREAM IMPA T PAP Engineers Planners Surveyors
ByE"HI IT 7 219 Station Road, Suite 1011 Wilmington, NC 28405
TB BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771 license#:C-08321 www.withersravenel com

59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00
SCALE:
1" = 50' HORIZ.
1"=5'VERT.
110. Va1e o Designer FUR Scaler„=50, WETLANDS AND STREAM IMPACTS in witnersKavenel -,-- �
Drawn By Date LELAND HWY 17 SEWER EXPANSI!��NORTH
10 Engineers I PLanners I Surveyors �A
PAP 4-11-19 FORECMAIN HDD PROFILE Fi
Checked By ]ob No. 219 Station Road, Suite 101 I Wilmington, NC 28405
7B 06180445.00 LELAND BRUNSWICI<CDUNTY AROL NA I 1t: 910-256-9277 license#:C-0882 www.withemravene1.com

WithersRavenel
.. our Peopte. Your Success.
May 21, 2021
US Army Corps of Engineers NC -Division of Water Resources
Washington Regulatory Field Office 401 & Buffer Permitting Unit
Mr. Gary H. Beecher Ms. Holly Snider
2407 W. 511 Street 127 Cardinal Drive Ext.,
Washington, NC 27889 Wilmington, NC 28405
Re: Leland Highway 17 Sewer Expansion II Phase 2
Notification of 404/401 Permit Transfer Request
USACE AID: SAW-2019-00937;
NCDWR Proj #:2019-0113v2
Dear Mr. Beecher and Ms. Snider,
A NWP 12 and 401 WQC were previously issued to the Town of Leland for the subject project authorizing
0.641 acres of temporary wetland impact to construct a sewage pump station, gravity sewer, and force
mains. Since issuance of the permits, the Town of Leland Town Council and Brunswick Regional Water and
Sewer H2GO Board of Commissioners voted to approve an interlocal agreement that will combine their
water and sewer operations. Brunswick Regional Water and Sewer 1-12GO will effectively be taking over all
water and sewer utilities currently owned and operated by the Town of Leland. As such, Brunswick Regional
Water and Sewer 1-12GO will also be taking over the Leland Highway 17 Sewer Expansion II Phase 2 project.
Brunswick Regional Water and Sewer 1-12GO will be following the same approved construction plans and
specifications for the project, and the amount and location of the temporary wetland impacts will not
change. We are requesting formal transfer of the 404/401 permits to:
Brunswick Regional Water and Sewer 1-12GO
Bob Walker - Executive Director
P.O. Box 2230
Leland, NC 28451
Phone: [phone], Ext. 1006
[e-mail]
I have attached the Permit Transfer Letter in which Brunswick Regional Water and Sewer 1-12GO
acknowledges, by signature, that the conditions of the 404/401 permits are binding to them as the new
owner.
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
e411k 0,W
J. Clark Maness, PE
Project Manager
Attachments:
• Permit Transfer Letter
• Previously issued USACE NWP 12
• Previously issued NCDWR 401 WQC
219 Station Road, Suite 1011 Wilmington, NC 28405
t: 910.256.9277 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

WithersRavenel
/ Our People. Your Success.
May 6, 2021
Brunswick Regional Water and Sewer H2GO
P.O. BOX 2230
LELAND, NC 28451
Re: Leland Highway 17 Sewer Expansion II Phase 2
404/401 Permit Transfer Request
USACE AID: SAW-2019-00937
NCDWR Proj #:2019-0113v2
This letter shall serve as a formal request for transfer of the 404/401 permits for the 16,000 LF
utility line sewer extending from Old Town Creek Road to the Brunswick Regional Water and
Sewer H2GO Regional Pump Station on Hewett Burton Road in Leland, Brunswick County. This
project is using a NWP 12 to construct a 16,000 LF utility corridor that will install 1,500 LF of 10"
gravity sewer line, 14,600 LF of 10" PVC sewer force main and 14,600 LF of 16" PVC sewer force
main for future capacity. The 16" line will be installed parallel to the 10" line.
Brunswick Regional Water and Sewer H2G0 will be taking over ownership and operation of the
pump station and utility lines from the Town of Leland and therefore is requesting transfer of the
404/401 permits issued in 2019 for the subject project.
By signing below, Brunswick Regional Water and Sewer H2G0 acknowledges:
"When the structures or work authorized by this nationwide permit are still in existence at the
time the property is transferred, the terms and conditions of this nationwide permit, including any
special conditions, will continue to be binding on the new owner(s) of the property. To validate the
transfer of this nationwide permit and the associated liabilities associated with compliance with its
terms and conditions, have the transferee sign and date below."
(Transferee Name)
(Transferee Title)
r
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
J. Clark Maness, PE
Project Manager
219 Station Road, Suite 101 � Wilmington, NC 28405
t: 910.256.9277 I www.withersravenel.com � License No. C-0832
Asheville I Cary I Greensboro � Pittsboro � Raleigh I Southern Pines I Wilmington

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00937 County: Brunswick County U.S.G.S. Quad: Winnabow
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail Address:
David Hollis
Town of Leland
102 Town Hall Drive
Leland NC, 28451
[phone]
dhollis (a_)towno fleleand. c om
Size (acres) 16.3 acres
Nearest Waterway Town Creek
USGS HUC 03030005
Nearest Town Leland, NC
River Basin Cape Fear
Coordinates Latitude:34.180251
Longitude:-78.086888
Location description: 16,000 LF utility line sewer extending from Old town Creek Road to the Town of Leland Regional Pump
Station on Hewett Burton Road in Leland, Brunswick County.
Description of projects area and activity: Thisyroiect will use a NWP 12 to construct a 16,000 LF utility corridor that will install
1500 LF of 10" gravity sewer line, 14,600 LF of 10" PVC sewer force main and 14,600 LF of 16" PVC sewer force main for
future capacity. The 16" line will be installed parallel to the 10" line.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: 12 (Utility Line)
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR 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 dated June 3, 2019. 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 and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional
general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general 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 and/or regional general permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide and/or regional general 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 Wilmington, NC. [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 Gary Beecher at [phone] or Gary.H.Beecher(&usace.army.mil.

Corps Regulatory Official:
Date: June 3, 2019
Expiration Date of Verification: NWP Expires on March 18, 2022
A. Determination of Jurisdiction:
1. ® There are waters, including wetlands, on the above described project area that. may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC & 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC $ 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification_
3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID. SAW-
B. Basis For Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement (Supplement) to the 1987 Wetland
Delineation Manual.
C. Remarks:
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RF'A form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by August 1, 2019.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Gary Beecher
Date of JD: June 3, 2019 Expiration Date of JD: PJD Does not expire
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 our Customer Satisfaction Survey, located online at
http:Hcop2smMu.usace.army.mil/cm apex/V]2=136:4:0.
Copy furnished via e-mail:
Troy Beasley
Withers and Ravenel
219 Station Road, Suite 101
Wilmington, NC 28405
[phone]
[e-mail]

SAW-2019-00937
SPECIAL CONDITIONS
401 Water Quality Certification: If a 401 Water Quality Certification from the North Carolina
Division of Water Resources is required, then the permittee shall provide the Corps with a copy
of the required certification or waiver of certification from the state prior to proceeding with the
work in waters of the U.S. The permittee shall comply with all conditions of the state
certification.
2. Erosion Control: The permittee shall employ all sedimentation and erosion control measures
necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside
the permit area. This shall include, but is not limited to, the immediate installation of silt fencing
or similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter I I3A Article 4).
3. Work Limits: All work authorized by this permit shall be performed in strict compliance with the
attached permit plans dated June 3, 2019, which are a part of this permit. The Permittee shall
ensure that the construction design plans for this project do not deviate from the permit plans
attached to this authorization. Any modification to the attached permit plans must be approved
by the U.S. Army Corps of Engineers (Corps) prior to any active construction in waters or
wetlands.
4. Mitigation: 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 the form, are hereby incorporated as special conditions
of this permit authorization.

Action ID Number: SAW-2019-00937 County: Brunswick County
Permittee: David Hollis
Town of Leland
Project Name: Leland Highway 17 Sewer Expansion II
Date Verification Issued: June 3, 2019
Project Manager: Gary Beecher
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: Gary Beecher
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

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: David Hollis
File Number: SAW-2019-00937
Date: June 3, 2019
Town of Leland
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at hiip://www.usace.army.miVMissions/CivilWorks/Re ug lator3 ProaramandPermits.ast)x or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Gary Beecher
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28403
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortuni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Gary Beecher, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: David Hollis (Town of Leland)
Project Name; Leland Hwy 17 Sewer Expansion II
Action la: SAW-2019-00937
County: Brunswick
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 Impacts Requiring Mitigation* 8-d€git HUC and Basin: 03030005, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm Cool Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian Coastal
0.34 acres
*If more than one mitigation sp6nsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030005, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm Cool Cold
Riparian Riverine Riparian Non-Riverine
Non -Riparian Coastal
0.4 credits
Mitigation Site Debited: Lower Cape Fear Umbrella Mitigation Bank (LCFUMB)
(Ust 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 € am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsib€iity for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
I❑ 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 23 November, 2015

LISACE 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 farm can begin only after
the USACF 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/1LF 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 ❑btain 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 Sponsor should provide copies of this farm along with an updated bank ledger to:1 j the Permittee, 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]. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Gary Beecher
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email: [e-mail]
June 3. 2019
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.army.mil.
Page z 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:/Iregulatory.usacesurvey.coml to complete the survey online.

SAW-2019-00937 June 3, 2019
FUTURE MARITIME SHORES SUBDIVISION
J
EXHIBIT 5
PROPOSED PUMP STATION
_ J
_ y FUTURE
BISHOPS RIDGE
SUBDIVISION
PROPOSED FORCEMAIN
ALIGNMENT
EXHIBIT 7 \ \
\ EXHIBIT 2
NCB
�Z
S
,y, NCN EXHIBIT 3
Mo��P
0
J�
CO
<v EXHIBIT 4
�v
LEGEND s ��
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 19,732 SF (0.453 AC)
TEMPORARY WETLAND IMPACTS - ® 8,165 SF (0.187 AC)
GRAPHIC SCALE PUMP STATION UNDER CONSTRUCTION -
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0.0 AC) 600 0 300 600 1200 PREVIOUSLY PERMITTED
STREAM IMPACTS - ','� 0 LF (0 SF) AID # SAW-2018-02337
NCDWR PROJ # 2019-0113
1 inch = 600 ft.
No.1 Revision I Date I B pegigner gale 1/ WithersRavenel RJR 1"=']jj srcc�uo.
°raven By E6U11 LELAND HWY 17 SEWER EXPANSION II WETLAN AN T EAM IM A T 1�PAP Engineers I Planners I Surveyors 1 e 1C_O
Ched<ed By �nb OVERALL ALIGNMENT AND INDEX 219 Station Road, Suite 1011 Wilmington, NC 28405F� ��� I V VCTB 5.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771license#:C-08321www.withersravenel.com

PROPOSED FORCEMAIN
IMPACT 1A INSTALLED BY OPEN -CUT
TEMPORARY (MAINTAINED) WETLAND IMPACT _ —
3,358 SF/0.077 AC.
LOCATED IN EX. AND MAINTAINED
NCDOTR/W
/ NO PERMANENT CONVERSION '/� !G • �• .:
IMPACTS
WETLAND E
101\
5 ` NP� 'a / / /. G ' IMPACT 1 B p�� • . '
PROPOSED FORCEMAIN INSTALLED / FM
�1�i' / ✓' -,� - TEMPORARY CONSTRUCTION ACCESS
BY HORIZONTAL DIRECTIONAL DRILL e\N`�'912 / /� y- • ' TEMPORARY WETLAND IMPACT
1. . ' 7,840 SF/0.180 AC.
NO IMPACTS �5 , � / � � D� - • - � . •y '_ • . !` - .. • - - . - . '. • .
EX. WETLANDS • .
/ i ��� '• � GOOF jam. • • • - • - - - - •
HORIZONTAL DIRECTIONAL DRILL
/ i i ✓�@' • :�` / i:'i EXIT PIT
f ONE . - G 0
WETLAND E
/ HORIZONTAL DIRECTIONAL DRILL s
ENTRY PIT Mas°e„
LEGEND
WETLANDS-
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 3,358 SF (0.077 AC)
TEMPORARY WETLAND IMPACTS - ® 7,840 SF (0.180 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS - ','+ 0 LF (0 SF)
GRAPHIC SCALE
50 0 25 50 100
1 inch — 50 ft.
No. Revision Date I Bv 111n_j_ 5`a`e WETLANDS AND STREAM IMPACTS 1401 WithersRavenet
RJR 1"=50' steel uo.
Drawn By PAP Date 4-11-19 LELAND HWY 17 SEWER EXPANSION II 1� Engineers I Planners I Surveyors
Checked By ]ob No. EXHIBIT 219 Station Road, Suite 1011 Wilmington, NC 28405
TB 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771 license #: C-0832 1 www.withersravenel com

25 25
45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50
SCALE:
1" = 50' HORIZ.
1"=5'VERT.
No.1 Revision Date I By Designer Scale 1/ Withers Ravenel
RJR steel uo.
Drawn By Date LELAND HWY 17 SEWER EXPANSION II WETLANDS AN STREAM IMPACTS1� 1A
PAP 4a1a9 Engineers � Planners � Surveyors
Cheri By N FORECMAIN HDD PROFILE 219Station Road, Suite 1011Wilmington,NC28405
TB 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771license#:C-08321www.withersravenel.com

TE uto
69.00
IMPACT 2A
C' TEMPORARY (MAINTAINED) WETLAND IMPACT
219 SF/0.005 AC. \/ \
/
i
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT /
WETLAND C
i LOCATED IN EX. AND MAINTAINED
EX. WETLANDS NCDOT R/W
NO PERMANENT CONVERSION
IMPACTS
IMPACT 2B
g / TEMPORARY CONSTRUCTION ACCESS
TEMPORARY WETLAND IMPACT
325 SF/0.008 AC.
w E
S
Magnetic
GRAPHIC SCALE
LEGEND si o 215 si goo
WETLANDS-
1 inch = 50 ft.
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 219 SF (0.005 AC)
TEMPORARY WETLAND IMPACTS - ® 325 SF (0.008 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS + + +++++ + + 0 LF (0 SF)
WETLAND AND STREAM IMPACTS WithersRavenel
LELAND HWY 17 SEWER EXPANSION II 10 Engineers I Planners I Surveyors
EXHIBIT 2 219 Station Road, Suite 1011 Wilmington, NC 28405
LELAND BRUNCWICK NORTH CAROLINA 11 t:910-256-92771 license#:C-08321 www.withersravenel.com

/r3�j
\ \ W E
S
\ � Magnetic
NCDOT R/W
WETLAND B
\ IMPACT 3
\ \ TEMPORARY (MAINTAINED) WETLAND IMPACT
.01 \ 1,295 SF/0.030 AC.
EX. WETLANDS
'No \ F�
LOCATED IN EX. AND MAINTAINED
NCDOT R/W
\ \ \ \ . . . . . . NO PERMANENT CONVERSION
/ \\ ` • IMPACTS
>N�2 • RSA � >N� RSA
PROPOSED FORCEMAIN \
INSTALLED BY OPEN -CUT
GRAPHIC SCALE
50 0 25 50 100
LEGEND
WETLANDS- 1 inch = 50 ft.
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 1,295 SF (0.030 AC)
TEMPORARY WETLAND IMPACTS - ® 0 SF (0.000 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS + + ++++ + + 0 LF (0 SF)
WETLAND AND STREAM IMPACTS WithersRavenel
LELAND HWY 17 SEWER EXPANSION II 10 Engineers I Planners I surveyors
EXHIBIT 3 219 Station Road, Suite 1011 Wilmington, NC 28405
LELAND BRUNCWICK NORTH CAROLINA t:910-256-92771 license#:C-08321 www.withersravenel.com

N
W E
S
Magnetic
IMPACT 4A
TEMPORARY (MAINTAINED) WETLAND IMPACT
2891 SF/0.066 AC.
PROPOSED FORCEMAIN ERH INVESTMENTS, LLC
INSTALLED BY OPEN -CUT MAP BOOK 30, PAGE 214
DEED BOOK 3377, PAGE 850
30' MAINTAINED CORRIDOR
30' PERMANENT
SEWER EASEMENT
........... i
go FM —
FM FM Po}
— — — — — — — — — — — — — I� —
WETLAND A
EX. WETLANDS "
LEGEND
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) -
TEMPORARY WETLAND IMPACTS -
PERMANENT WETLAND IMPACTS- o00000000
STREAM IMPACTS + + +++++ + +
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
2,891 SF (0.066 AC)
0 SF (0 AC)
0 SF (0 AC)
0 LF (0 SF)
WETLAND AND STREAM IMPACTS �� WithersRavenel
LELAND HWY 17 SEWER EXPANSION II 1p Engineers I Planners I Surveyors
EXHIBIT 4 219 Station Road, Suite 1011 Wilmington, NC 28405
LELAND BRUNCWICK NORTH CAROL I NA I t: 910-256-9277 1 license#:C-08321w w.withersravenel.com

// / / / / • EX. WETLANDS
O-
PROPOSED PUMP
loo STATION
IMPACT 5A : • I
O TEMPORARY (MAINTAINED) WETLAND IMPACT
1,944 SF/0.045 AC. W TLAND K
Gj EX: WETLANDS
PROPOSED FORCEMAIN /
INSTALLED BY OPEN CUT
IMPACT 7A
TEMPORARY (MAINTAINED) WETLAND IMPACT
/ / / / / WETLAND I EX. WETLANDS 6,520 SFI0.150 AC.
ilool
WETLAND J °x°° 30' PERMANENT
SEWER EASEMENT
EX. WETLANDS
IMPACT6A
TEMPORARY (MAINTAINED) WETLAND IMPACT `
/ 3,505 SF/0.080 AC.
GRAPHIC SCALE
50 0 25 50 100
LEGEND
WETLANDS- 1 inch = 50 ft.
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 11,969 SF (0.275 AC)
TEMPORARY WETLAND IMPACTS - ® 0 SF (0 AC)
PERMANENT WETLAND IMPACTS o00000000t 0 SF (0 AC)
STREAM IMPACTS - ','+ 0 LF (0 SF)
No. Revision Date BY °es,_ a`e IIIWETLANDS AND STREAM IMPACTS -0- WithersRavenel RJR 1.=50 LELAND HWY 17 SEWER EXPANSION II =�""N�
Drawn By PAP Date 4-ua9 1/ Engineers Planners Surveyors
e Hy N OVERALL ALIGNMENT AND INDEX 219StationRoad,Suite1011WIlmington.NC28405 J
TB 06180445.00 LELAND BRUNSWICKCOUNTY NORTHCAROLINA t:910-256-92771license#:C-08321www.withersravenel.com

�i
PROPOSED FORCEMAIN
�GPB��MP��EFLS INSTALLED BY OPEN -CUT
(0\5E
LEGEND
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) - 0 SF (0 AC)
TEMPORARY WETLAND IMPACTS - ® 0 SF (0 AC)
PERMANENT WETLAND IMPACTS - o00000000 0 SF (0 AC)
STREAM IMPACTS - ','+ 0 LF (0 SF)
�zo
�N��R 15• NCH RD — —��_ _ _ — Fa — — �NN
E�0 POQON�E �N HAZELS gRA — FO
50+00
%O
4 +�Q 1' _ PROPOSED FORCEMAIN
\N INSTALLED BY OPEN -CUT
STREAM-5— , —
Ep°� \ B-I &HOP BRANCH
PERENNIAL HORIZONTAL DIRECTIONAL DRILL o
� EXIT PIT
�NpE�GROUNOGPS PROPOSED FORCEMAIN INSTALLED
BY HORIZONTAL DIRECTIONAL DRILL
NO IMPACTS
HORIZONTAL DIRECTIONAL DRILL N
ENTRY PIT y0o
o
GRAPHIC SCALE
50 0 25 50 100
1 inch — 50 ft.
No. Revision Date I Bv Illn_j_ S`a`e WETLANDS AND STREAM IMPACTS �� WithersRavenel
RJRr��lll
LELAND HWY 17 SEWER EXPANSION II By PAP �/L 1/Engineers Planners SurveyorsCheckedByE"HIBIT L 219 Station Road, Suite 1011 Wilmington, NC 28405TB LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771 license #: C-0832 1 www.withersravenel com

43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50
SCALE:
1 " = 50' HORIZ.
1"=5'VERT.
110. —' 1a Designer RJR Scaler„=50, WETLANDS AND STREAM IMPACTS 14m witnersKavenet
Drawn By PAP Date 41119 LELAND HWY 17 SEWER EXPANSION II 10 Engineers I Planners I Surveyors 6A
Checked By Job No. F O R E C M A I N H D D PROFILE 219 Station Road, Suite 1011 Wilmington, NC 28405
7B 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t: 910-256-9277 1 license #: C-0832 I www.withemravenel.com

i
15' RG�1�
0
- HORIZONTAL DIRECTIONAL DRILL
EXIT PIT
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT
LEGEND
WETLANDS -
TEMPORARY WETLAND IMPACTS (MAINTAINED) -
TEMPORARY WETLAND IMPACTS-
PERMANENT WETLAND IMPACTS- o00000000
STREAM IMPACTS - '+'+
0 SF (0 AC)
0 SF (0 AC)
0 SF (0 AC)
0 LF (0 SF)
IT,00 \
$IPRAP
12�R183 C' FM
\N •• RCp \ / �N • � FM
121 g1 0 1� 6`� 1116 11
0' i HORIZONTAL DIRECTIONAL DRILL
�� FM ENTRY PIT
PROPOSED FORCEMAIN
INSTALLED BY OPEN -CUT
STREAM 2
PERENNIAL
/'/
63+00
HAZELS BRANCH RD
I
EZ�N�S ••I � � � I _
. Exw • • STREAM 1
PERENNIAL —
66+00
WETLAND D
PROPOSED FORCEMAIN INSTALLED gT�Tp�NF�c
BY HORIZONTAL DIRECTIONAL DRILL
NO IMPACTS
N
w
F
S
Ma9neti�
GRAPHIC SCALE
50 0 25 50 100
1 inch — 50 ft.
No. Revision Date I Bv Illn_j_ 5`a`e WETLANDS AND STREAM IMPACTS WithersRavenet
RJRr��lll
LELAND HWY 17 SEWER EXPANSION II By PAP 1/Engineers Planners SurveyorsByE"HI IT 7 219 Station Road, Suite 1011 Wilmington, NC 28405
TB LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771 license #: C-0832 1 www.withersravenel com

59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00
SCALE:
1" = 50' HORIZ.
1"=5'VERT.
N0. Revision Date I By Designer RJR ScaLe I WETLANDS AND STREAM IMPACTS 140- WithersRavenel
srci uo.
Drawn By PAP Date 4-11-19 LELAND HWY 17 SEWER EXPANSION II 1io Engineers i P[anrerS i Surveyors 7A
Checked By ]ob No. F O R E CMA I N H D D PROFILE 219 Station Road, Suite 1011 Wilmington. NC 28405 �� m I TB 06180445.00 LELAND BRUNSWICK COUNTY NORTH CAROLINA t:910-256-92771license #:C-08321www.withersravenel.com