60731D - Brunswick

CAMA / DREDGE & FILL N' / O. 6(
EN ERAL PERMIT V Previous permit #
"'Flew Modification Complete Reissue ❑Partial Reissue Date previous permit issued
rized by the State of North Carolina, Department of Environment and Natural Resources _/'1�",
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Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
®'Rules attached.
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WDICKSON
community infrastructure consultants
August 31, 2012 � ^/ G
Ms. Heather Coats
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NCDENR - Division of Coastal Management Zo,2
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Brunswick County
Northeast Brunswick Regional Wastewater Facilities Upgrades
Clairmont Pump Station and Force Main
CAMA Major Permit Application
WKD Project Number 20120045.00.WL
Dear Ms. Coats:
Brunswick County is currently expanding the Northeast Brunswick Regional Wastewater Treatment Facility
from 1.65 MGD to 2.475 MGD. In conjunction with this previously permitted project Brunswick County is
also expanding part of their Northeast Brunswick Regional Wastewater Transmission Facilities. The
expansion of the sewer system will include the installation of an 18-inch sewer force main under Sturgeon
Creek by directional drill. The force main will be installed in a Brunswick County Utility Easement next to
the Navassa Road Bridge in Leland and Navassa. The wetlands on the site were delineated by Matt Smith
with Environmental Services Inc. and field verified by USACE on May 5, 2012. The force main has been
designed to avoid all impacts to wetlands by being directionally drilled under the wetlands and using silt
fence to control construction runoff in areas next to the wetlands. The proposed force main will not changE
any existing contours or ground elevations within the CAMA AEC or 100 year flood plain.
On behalf of Brunswick County we are pleased to submit for your review the following in support of
General Permit for utility lines:
1. One 11 x17 copy of the project pfan sheets
2. One copy of certified mail receipts and letters sent to neighboring property owners.
3. Check in the amount of $400.00 to cover the application fee
4. One copy of NCDENR Erosion Control Permit
5. One copy of NCDWQ Sewer Permit
6. One copy of the Finding of No Significant Impact
7. One copy of wetlands report prepared by Environmental Services Inc.
r

Ms. Heather Coats
August 31, 2012
Page 2
Thank you for your attention in this matter. If you have any questions, please contact me at [phone]
or [e-mail].
Sincerely,
W. K. Dickson & Co., Inc.
';�� �9�
James R. Michel, P.E.
Enclosures
cc: John Nichols, PE, CPESC, Brunswick County

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M&WK
WDICKSON
community infrastructure consultants
August 23, 2012
John A. and Claudius Dilda
1001 Plum Leaf Ct SE
Leland, North Carolina 28451
RE: Brunswick County
Northeast Brunswick Transmission Phase I
Adjacent Riparian Property Owner
WKD Project Number 20120045.00.WL
Dear John and Claudius:
Brunswick County is currently in the process of expanding their 1.65 MGD Wastewater Treatment
Plant (WWTP) located at 10480 Royster Road to continue to serve the growing areas of Leland,
Navassa, the North Brunswick Sanitary District H2Go, Northwest, Sandy Creek, and parts of
Brunswick County. The wastewater transmission system along Navassa Road will also be upgraded as
part of this project, which includes the installation of a new 18-inch sewer force main under Sturgeon
Creek.
A proposed directional drill is planned to install approximatley 690 linear feet of 18-inch diameter
PVC pipe under Sturgeon Creek. A drill rig will be set up on top of the hill and will drill rods under the
ground to the far side. Once the hole is drilled the rig will pull fused pipe from the far side of the creek
back to the drill rig where it will be connected to the transmission lines.
You are receiving this letter as a notification of the proposed work. Please review the documents and
provide any comments that you may have. If you have no objections to the proposed project please
return the attached Adjacent Property Owner Notification Form with your signature. If we do not
receive the form in the next 10 days it will be considered that you have no objections.

John A. and Claudius Dilda
August 23, 2012
Page 2
Thank you for your time in this matter. Please feel free to contact us if you have any questions.
Sincerely,
W.K. Dickson & Co., Inc.
47
lames R. Michel, P.E.

WK
DICKSON
community Infrastructure consultants
August 23, 2012
Cumulus Broadcasting, Inc.
3280 Peachtree Road NW, Suite 2300
Atlanta, Georgia 30305
RE: Brunswick County
Northeast Brunswick Transmission Phase I
Adjacent Riparian Property Owner
WKD Project Number 20120045.00.WL
Dear Cumulus Broadcasting, Inc.:
Brunswick County is currently in the process of expanding their 1.65 MGD Wastewater Treatment
Plant (WWTP) located at 10480 Royster Road to continue to serve the growing areas of Leland,
Navassa, the North Brunswick Sanitary District H2Go, Northwest, Sandy Creek, and parts of
Brunswick County. The wastewater transmission system along Navassa Road will also be upgraded as
part of this project, which includes the installation of a new 18-inch sewer force main under Sturgeon
Creek.
A proposed directional drill is planned to install approximatley 690 linear feet of 18-inch diameter
PVC pipe under Sturgeon Creek. A drill rig will be set up on top of the hill and will drill rods under the
ground to the far side. Once the hole is drilled the rig will pull fused pipe from the far side of the creek
back to the drill rig where it will be connected to the transmission lines.
You are receiving this letter as a notification of the proposed work. Please review the documents and
provide any comments that you may have. If you have no objections to the proposed project please
return the attached Adjacent Property Owner Notification Form with your signature. If we do not
receive the form in the next 10 days it will be considered that you have no objections.

Cumulus Broadcasting, Inc.
August 23, 2012
Page 2
Thank you for your time in this matter. Please feel free to contact us if you have any questions.
Sincerely,
W.K. Dickson & Co., Inc.
?ames R. Michel, P.E.

1
Ph W I <
WDICKSON
community infrastructure consultants
August 23, 2012
Simplex Properties, LLC
1034 Parkwood Drive
Leland, North Carolina 28451
RE: Brunswick County
Northeast Brunswick Transmission Phase I
Adjacent Riparian Property Owner
WKD Project Number 20120045.00.WL
Dear Simplex Properties, LLC:
Brunswick County is currently in the process of expanding their 1.65 MGD Wastewater Treatment
Plant (WWTP) located at 10480 Royster Road to continue to serve the growing areas of Leland,
Navassa, the North Brunswick Sanitary District H2Go, Northwest, Sandy Creek, and parts of
Brunswick County. The wastewater transmission system along Navassa Road will also be upgraded as
part of this project, which includes the installation of a new 18-inch sewer force main under Sturgeon
Creek.
A proposed directional drill is planned to install approximatley 690 linear feet of 18-inch diameter
PVC pipe under Sturgeon Creek. A drill rig will be set up on top of the hill and will drill rods under the
ground to the far side. Once the hole is drilled the rig will pull fused pipe from the far side of the creek
back to the drill rig where it will be connected to the transmission lines.
You are receiving this letter as a notification of the proposed work. Please review the documents and
provide any comments that you may have. If you have no objections to the proposed project please
return the attached Adjacent Property Owner Notification Form with your signature. If we do not
receive the form in the next 10 days it will be considered that you have no objections.

4
Simplex Properties, LLC
August 23, 2012
Page 2
Thank you for your time in this matter. Please feel free to contact us if you have any questions.
Sincerely,
W.K. Dickson & Co., Inc.
v"
amen R. Michel, P.E.

Ph W I <
WDICKSON
community infrastructure consultants
August 23, 2012
State of North Carolina State Property Office
1321 Mail Service Center
Raleigh. NC 27699
RE: Brunswick County
Northeast Brunswick Transmission Phase I
Adjacent Riparian Property Owner
WKD Project Number 20120045.00.WL
Dear State of North Carolina:
Brunswick County is currently in the process of expanding their 1.65 MGD Wastewater Treatment
Plant (WWTP) located at 10480 Royster Road to continue to serve the growing areas of Leland,
Navassa, the North Brunswick Sanitary District H2Go, Northwest, Sandy Creek, and parts of
Brunswick County. The wastewater transmission system along Navassa Road will also be upgraded as
part of this project, which includes the installation of a new 18-inch sewer force main under Sturgeon
Creek.
A proposed directional drill is planned to install approximatley 690 linear feet of 18-inch diameter
PVC pipe under Sturgeon Creek. A drill rig will be set up on top of the hill and will drill rods under the
ground to the far side. Once the hole is drilled the rig will pull fused pipe from the far side of the creek
back to the drill rig where it will be connected to the transmission lines.
You are receiving this letter as a notification of the proposed work. Please review the documents and
provide any comments that you may have. If you have no objections to the proposed project please
return the attached Adjacent Property Owner Notification Form with your signature. If we do not
receive the form in the next 10 days it will be considered that you have no objections.

State of North Carolina
August 23, 2012
Page 2
Thank you for your time in this matter. Please feel free to contact us if you have any questions.
Sincerely,
N.K. Dickson & Co., Inc.
James R. Michel, P.E.

RECEIVED
AUS 2 8 2012
--�_W K DICKSON
NCDENK
North Carolina Department of Environment and Natural Resources
Division of Energy, Minerals and Land Resources
Land Quality Section
Tracy Davis, PE, CPM Beverly Eaves Perdue, Governor
Director
Dee Freeman, Secretary
August 24, 2012
LETTER OF APPROVAL WITH MODIFICATIONS AND PERFORMANCE
RESERVATIONS
Brunswick County
ATTN: Mr. Marty E Lawing, County Manager
P.O. Box 249
Bolivia, NC 28422
RE: Project Name: Northeast Bruns. Reg. Wastewater Transmission Upgrades
Project ID: BRUNS-2013-004 Acres Approved: 5
County: Brunswick, SR 1437, Leland
River Basin: Cape Fear Stream Classification: Other
Submitted By: James Michel, E.1., WK Dickson
Date Received by LQS: August 06, 2012
Plan Type: New
Dear Mr. Lawing:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this
Letter of Approval with Modifications and Performance Reservations. A list of the modifications
and reservations is attached. This plan approval shall expire three (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B
.0129. Should the plan not perform adequately, a revised plan will be required (G.S.
113A-54.1)(b).
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.

Letter of Approval with Modifications and Performance Reservations
Project: Northeast Bruns. Reg. Wastewater Transmission Upgrades
August 2§4; 2012
Page 2 of 4
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stonnwater
Permit NCG010000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
Please note; -that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You are requested to file an amended
form if there is any change in the information included on the form. In addition, it would be helpful
if you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely, ,
r
r
Daniel Sams, PE
Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc: James Michel, E.i., WK Dickson

Letter of Approval with Modifications and Performance Reservations
Project: Northeast Bruns. Reg. Wastewater Transmission Upgrades
August 24, 2012
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Northeast Bruns. Reg. Wastewater Transmission Upgrades
Project 1D: BRUNS-2013-004
County: Brunswick
1. This plan approval shall expire three (3) years following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion
and sedimentation control measures prove insufficient, the developer must take those
additional steps necessary to stop sediment from leaving this site. Each sediment storage
device must be inspected after each storm event. Maintenance and/or clean out is
necessary anytime the device is at 50% capacity.
Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless otherwise noted. The removal of vegetation within any
existing ditch or channel is prohibited unless the ditch or channel is to be regarded with
side slopes of 2 horizontal to 1 vertical or less steep. Bank slopes may be mowed, but
stripping of vegetation is considered new earth work and is subject to the same erosion
control requirements as new ditches.
4. The developer is responsible for obtaining any and all permits and approvals necessary for
the development of this project prior to the commencement of this land disturbing activity.
This could include agencies such as the Division of Water Quality6s stormwater
regulations, their enforcement requirements within Section 401 of the Clean Water Act, the
U.S. Army Corps of Engineers6 jurisdiction of Section 404 of the Clean Water Act, the
Division of Coastal Management6s CAMA requirements, the Division of Solid Waste
Managements landfill regulations, the Environmental Protection Agency and/or The U.S.
Army Corps of Engineers jurisdiction of the Clean Water Act, local County or
Municipalities ordinances, or others that may be required. This approval cannot
supersede any other permit or approval; however, in the case of a Cease and Desist Order
from the Corps of Engineers, that Order would only apply to wetland areas. All highland
would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act,
the developer is responsible for compliance with the requirements of the Division of Water
Quality, the Corps of Engineers and the Environmental Protection Agency (EPA)
respectively. Any erosion control measures that fall within jurisdictional wetlnnri aranc

Letter of Approval with Modifications and Performance Reservations
Project: Northeast Bruns. Reg. Wastewater Transmission Upgrades
August 24, 2012
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other
approved source. Any soil waste that leaves this site can be transported to a permitted
mine or separately permitted construction sites without additional permits. Disposal at
any other location would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to
exceed five (5) acres. Exceeding that acreage will be a violation of this permit and would
require a revised plan and additional application fee. As proposed, the land disturbance
width of the utility line should not exceed fifteen (15) feet.
8. As a condition of the provided NPDES General Stormwater Pemit, groundcover
stabilization must meet specific time frames. Slopes (including cuts, fills, and ditch banks)
that are steeper than 3 horizontal to 1 vertical left exposed will, within seven (7) calendar
days after completion of any phase of grading, be provided with groundcover. Slopes that
are 3 horizontal to 1 vertical or flatter will be provided with groundcover within fourteen (14)
calendar days.

�Affffly'A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
August 27, 2012
Marty Lowing, County Manager
Brunswick County
P.O. Box 249
Bolivia, NC 28422
RECEIVED
Al IG 2 9 2012
W K DICKSON
Subject: Permit No. WQ0036091
Brunswick County
NE Brunswick County Transmission & Clairmont PS
Upgrade
Wastewater Collection System Extension
Brunswick County
Dear Mr. Lowing:
In accordance with your application received August 6, 2012, we are forwarding herewith Permit No.
WO0036091, dated August 27, 2012, to Brunswick County for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please note the following standard conditions that are contained in this permit.
Condition 4: Requires that the wastewater collection facilities be properly operated and
maintained in accordance with 15A NCAC 2T .0403 or any individual system -wide
collection system permit issued to the Permittee.
Condition 6: Requires that the system be properly certified upon completion of construction
and prior to being placed into operation.
Condition 7: Regarding the installation of gravity sewer at greater than ten percent below the
minimum required slope per the Division's Gravity Sewer Minimum Design Criteria
shall not be acceptable and shall not be certified until corrected.
Condition 13: Requires notification to the Division should the system fail to operate including the
loss of wastewater from the collection system. In addition, note Permit Condition
13 regarding the posting of pump stations with emergency contact information.

Brunswick County
W Q0036091
August 27. 2012
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable: and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by the North
Carolina-licensed'Professional Engineer narned in the application.
It shall be responsibility of Brunswick County to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties
in accordance with North Carolina General Statute § 143-215.6A through § 143-215.6C,
construction of additional or replacement wastewater collection facilities. and/or referral
of the North Carolina -licensed Professional Engineer to the licensing board.
k stormwater management plan shall be submitted to and approved by the Wilmington Regional
Dffice in accordance with 15A NC AC 2H .1000,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an odjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh. NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
f you need additional information concerning this matter, please contact Lamont Allen at (910) 796-
7215.
Sincerely,
for =Wakild P.E.
-c: James R. Michel P.E., WK Dickson & Co., Inc.
WIRO, Surface Water Protection - Northeast Brunswick (NC0086819) Sewer Ext. File
Central Files, Surface Water Protection Section
Pretreatment, Emergency Response and Collection Systems Unit Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
emended, other applicable Laws, Rules, and Regulations, and in conformity with 15A NCAC 2T; the
)ivision's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and Minimum Design
:riteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable: and other supporting data subsequently filed and approved by the Department of
:nvironment and Natural Resources and considered a part of this permit;
PERMISSION IS HEREBY GRANTED TO:
BRUNSWICK COUNTY
BRUNSWICK COUNTY
his modification proposes an upgrade to the existing Clairmont pump station and NE Brunswick
Wastewater transmission system. This permit is for the construction and operation upon certification of
approximately 70 linear feet of 12-inch gravity sewer; 1,540 gallon per minute pump station (upgraded
,om 476 gpm) with duplex pumps, on -site audible and visual high water alarms, telemetry, on -site
generator with automatic transfer switch with approximately 4,613 linear feet of new 12-inch force main
)arallel to the existing 6 & 8 -inch force main (W00017234) with associated interconnections/volving.
his permit will also allow the expansion of the NE Brunswick wastewater transmission system
W000144) 5) consisting of the installation of 3,126 linear feet of 18-inch force main parallel to the
existing 16-inch force main on Novasso Road, and 5,269 linear feet of 16-inch force main parallel to the
existing 12-inch force main along Old Fayetteville Rood with associated interconnections/volving as
)art of the NE Brunswick County Transmission & Clairmont PS Upgrade project, with no additional
)ermitted discharge of collected domestic/commercial wastewater into Brunswick's County existing
ewerage system, pursuant to the application received August 27, 2012.
he sewage and wastewater collected by this system shall be treated in the Northeast Brunswick
Wastewater Treatment Facility (Permit No. NC0086819) prior to being discharged into the receiving
cream.
pis permit shall be effective from the date of issuance until rescinded and shall be subject to the
)flowing specified conditions and limitations:

This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria originally adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
originally adopted June 1, 2000 as applicable: and other supporting materials unless specifically
mentioned herein,
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
The wastewater collection facilities shall be property maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spore parts inventory, and overflow response shall be
developed and implemented.
d. Pump stations that are not connected to a telemetry system (i.e. remote alarm system) shall
be inspected by the Permittee or its representative every day (i.e. 365 days per year). Pump
stations that are connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected by the Permittee or its representative at least once
per every six-month period of time.
A general observation of the entire sewer system shall be conducted by the Permittee or its
representative at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a) in addition to any applicable press release or public
notice required by North Carolina General Statute § 143-215.1 C.
h. A Grease Control Plan shall be implemented as follows:
1. For publicly owned collection systems, the Program shall include at least bi-annual
distribution of educational materials for both commercial and residential users and the
legal meons to require grease interceptors for new construction and retrofit, it necessary, of
grease interceptors at existing establishments. The Program shall also include legal means
for inspections of the grease interceptors, enforcement for violators, and the legal means
to control grease entering the system from other public or private satellite sewer systems.
2. For privately owned collection systems, the Program shall include at least bi-annual
distribution of educational materials to all users of the collection system by the Permittee or
its representative.
3. Grease education materials shall be distributed more often than required in Parts 1 or 2 of
this sub-oaroaraph if necessary to prevent arease-related sanitary sewer overflows.

S. Per 15A NCAC 2T .01 16, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents (as -built or recording drawings and pump station designs, if
applicable) to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is Issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenents/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Record drawings are defined as
the design drawings that are marked up or annotated with after construction information and
show required buffers, separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, available storage if portable generator(s) or storage
greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project.
C. Changes to the project that do not result in non-compliance with this permit, regulations, or
the Minimum Design Criteria should be clearly identified on the record drawings, on the
certification in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type
of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances
to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved
during the permitting process prior to construction. After -construction requests are discouraged by
the Division and may not be approved, thus requiring replacement or repair prior to certification &
activation.
Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
A copy of the construction record drawings and pump station designs, if applicable, shall be
maintained on file by the Permittee for the life of the wastewater collection facilities.

10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
11. The abandonment of any existing wastewater facilities including septic systems being replaced by
new sewer infrastructure shall be done in accordance with the applicable agency having
compliance oversight on such facilities.
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
13. NON-COMPLIANCE NOTIFICATION:
The Permittee shall verbally report to a Division of Water Quality staff member at the Wilmington
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any failure, due to known or unknown reasons, that renders the system incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.: or
b. Any failure of a pumping station or sewer line resulting in a by-pass of any wastewater directly
to receiving waters from the station or sewer line.
Voice mail messages or faxed information is permissible, but shall NOT be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form
CS-SSO (or the most current Division approved form), within five days following first knowledge of
the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be
completed to show that the SSO was beyond control.
Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a
pump station identifying name/number, 24-Hour Emergency telephone number, and name of the
ownerloperator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a
single-family residence may have a placard or sticker on the control panel in lieu of a sign.
15. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in
the pump station,

ermit issued this day: August 27, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Chars kilo, P.E., Director
Division of WqiVr Quality
By Authority of the Environmental Management Commission
ermit Number WQ0036091

FAST TRACK SEWER ENGINEERING CERTIFICATION
'ERMITTEE:
Brunswick County
'ERMIT #:
WQ0036091
'ROJECT:
NE Brunswick County Transmission & Clairmont PS Upgrade
SSUE DATE:
August 27, 2012
:OUNTY:
Brunswick
-his project shall not be considered complete nor allowed to operate in accordance with Condition 6
)f this permit until the Division has received this Certification and all required supporting documentation.
consequently, it should be submitted in a manner that documents the Division's receipt. Send the
equired documentation to the Regional Supervisor, Surface Water Protection Section at the address at
he bottom.
kny wastewater flow made tributary to the wastewater collection system extension prior to completion
)f this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
intil a final certification is received. A Final Certification shall be a complete set of record drawings and
Jesign calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
o the applicable standards & requirements, the Professional Engineer below has provided applicable
Jesign/construction information to the Permittee, and the Permittee is prepared to operate & maintain
he wastewater collection system permitted herein or portions thereof.
Tinted Name, Title Signature
ENGINEERS CERTIFICATION
Date
as a duly registered Professional Engineer in the State of North Carolina,
)aving been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
)roject name and location as referenced above for the above Permittee hereby state that, to the best
)f my abilities, due care and diligence was used in the observation of the construction such that the
:onstruction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the
Nvision of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
1s applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
orce Mains adopted June 1, 2000 as applicable; and other supporting materials.
lorth Carolina Professional Engineer's Seal w/signature & date

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 16, 2011
Carter Hubard, P.E.
roject Manager
J.K. Dickson & Co., Inc.
09 Market Street
Almington, NC 28401
UBJECT: Brunswick County — Expansion of Northeast Brunswick WVv7T
DWQ#14356; DENR.#1553
SCH #: I IE43000329
►ear Carter.
Dee Freeman
Secretary
)n August 16, 2011, the State Clearinghouse deemed the North Carolina Environmental Policy Act review on the above
roject complete (see attached correspondence from the Clearinghouse). The attached comments should be taken into
onsideration during project development. It is now acceptable to proceed with your permit applications through the
)ivision of Water Quality for the proposed project. No further actions on the Environmental Assessment are required.
"there is anything I can assist you with, please do not hesitate to give me a call at [phone].
Sincerely,
�ImAa4�
Hannah Stallings
SEPA Coordinator
.ttachments: (SCH Sign Off Letter, FONSI)
1P. M.11- A,t,,.i-- — TIRNR

North Carolina
Department of Administration
Beverly.Eaves Perdue, Governor. Moses -Carey, Jr., Secretary
August 16,.2011
Ms.,.H%1rin0,h.StalIih9S
NCDMqR,, Water Quality
1617 Mail Service Center
RaleiA NC 27699
Re: SCH File.# -I1-'E-4300-.0329; EA/FONSI; Northeast Brunswick Regional Wastewater
System Expansion from current discharge capacity of.1.65 mfllion gallons per day (MGD)
to .2.475 MGD in Phase I and 3.8 MGD in Phan 2
Dear Ms,.StaIJJW,—.:
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Art
Attached mlhis letter are comments made in the review of this document Because of the pature-of the
comments, ithas be= determined that no Rather StAte CleaxinghoW review action on your -is
part
needed for compliance -with the North Carolina Environmental Policy Act The attached comments
should be taken into consideration in project development
Best regards.
Sincerely, S�
e
S te eEnvironumential Review Clearinghouse
Attac'hments

NORTH CAROLINA CLEARINGHOUSE
DEPARTMENT Or' titirffNISTRATION
INTERGOVERNI- NTA o REVIEW
COUNTY: BRUNSWICK H02:WASTEWATER TREATMENT
FACILITIES
STATE NUMBER: 11-E-4300-0329
DATE RECEIVED: 06/30/2011
AGENCY RESPONSE: 08/10/2011
:REVIEW CLOSED: 08/16/2011
CLEARINGHOUSE COORDINATOR
CC&PS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAiN MANAGEMENT -PROGRAM
-• r
MSC. 0 4719
RALEIGH NC4�`
PSV-IEW DISTRIBUTION
411,
CAPE FEAR COG
CC6PS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS
��-�-'�•
Z->(�:
DEPT OF CULTURAL RESOURCES
r\ i
Qj �' t• Q`Y�
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: NCDENR, Water Quality
TYPE: State Environmental Policy Act
Environmental Assessment/Pinding
of No Significant Impact
DESC: Northeast Brunswick Regional Wastewater System Expansion from current discharge
capacity of 1.65 million gallons per day (MGb) to 2.475 MGD in Phase 1 and 3.8
MGD in Phase 2
The. attached project has been submitted -to the.N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 21699-1301.
If additional review time is needed, please contact thin office at (919)807- 425.
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: D NO COMMENT Ef COMMENTS ATTACHED
SIGNED BY: DATE:
Celt
K.
• •• 2�)ii

M sty
Ja7T. .
North Carolina Department of Crime Control and Public Safety
Division of Emergency Management
Office of Geospatial and Technology Management
BeverlyyEaves Perdue, Governor
Reuben F. Young, Secretary
August 0 1, 2011
State Clearinghouse
N.C. Department of Administration
1301 Mail Service Center
Raleigh, North Carolina 27699-1301
Subject: Intergovernmental Review State Number. 1I-E-4300-0329
NE Brunswick Regional Wastewater`System Expansion
H. Douglas Hoell, Jr., Director
['
As requested by the North Carolina State. Clearinghouse, ' the North Carolina Department of
Crime Control, and Public Safety Division of Emergency Management Office of Geospatial
and Technology. Management (GTM) reviewed the proposed project listed above and offer
the following comments:
1) The Town of Leland participates in.the National Flood Insurance Program and
enforces a Flood Darnlage Prevention Ordinance thatrequires a Floodplain
DevelopmentPermitbe issued for -all development located inthe SFHA within their
jurisdiction. The project crosses the.reguhAory floodway of Sturgeon Creek. The
Town of Leland's Flood Damage Prevention Ordinance and 44 CFR 60.3(d)(3)
requires a ` no -rise" certification or the preparation of a Conditional Letter of Map
Revision for any encroachment.in the regulatory floodway. Please ensure the
Floodplain Administrator reviews the proposed plans and issues a permit for the
proposed project.
2) The Town of Navassa and Brunswick County participate in the National Flood
Insurance Program and enforce a Flood Damage Prevention -Ordinance that requires a
Floodplain Development. Permit be issued for all development located in the SFHA
within their jurisdiction. The. project encroaches within the regulatory floodway of the
Cape Fear River. Brunswick County's Flood Damage Prevention Ordinance Section
9.1.5.F and 44 CFR 60.3(d)(3) require a "no -rise" certification or the Drenaration ofa

Page 2 of 2
August 01, 2011
floodway. Please ensure the Floodplain Administrator reviews the proposed plans and
issues -a permit for the. proposed project.
3) Brunswick-County's Flood Damage Prevention Ordinance and `44 CFR 603.(o)(4)(il)
states all public utilities and facilities are to be located and constructed to minimize or
eliminate flood damage. Please ensure all utilities are elevated and/or protected to the
flood protection elevation noted in Brunswick County's Ordinance.
Thank you for your cooperation.and consideration. If you have any questions concerning the
above comments,_ please contact Dan Brubaker, P.E., CFK the NC NFIP Engineer :at (919)
715-5711 eit. 110, by email at dbrubaker&cem.org or at the address shown on the footer of
this document
Sincerely,
eth . Ashe; P.E., CFM.
7�s tt Director
c: John Gerber, NFIP State Coordinator
Dan Brubaker, NFIP Engineer

b/-1'L-"11 1'L:4•! NHUfi- T-(dFS9 Y{�d171/blGidl r-14L
NORTH OAROI,YDIA STATE cLW2vaHopsr,
DEMATMM OF AJ6M± 1_8TRn:E0N
INTEROOVERHMNTAL UVIEW
COUNTY:BRUNSHIC'K 902:WASTEWATER TRENMENT STATE NUMER: 1)-E-4300-0329
FACILITIES DATE RECEIVED: 06/30/2011
AGENCY.BESPONSE: 00/10/2011
REV19W CLQSED: 00/.15/2011
CLEARINGROUSE COORD REGION 0
CAPE -FEAR COC
1480 MIZ OUR DRIVC, � �pOs1� U� _ � � 6Fw&
WILMINGTON NC {� ,
va
REr �asarloN !!L �3 ]4� 1� yvv+ Wo�lX l�-
CAPE FEAR COG ro`�j'�1 `Sjb
CC&PS - DIV OF EMERGE9CY MANAGF.td T
QENA - COASTAL MGT JUL ZOJ�
DENR LMSLhTIVE AFFAIRS tin
DEPT OP CULTURAL RESOURCES
OEPt Of TAANSPOBTATION
9RO=T. MORMATION l ��
Z L�9
APPLICANT: NCDENEL, Watcr Qu aity °
TYPE: State Environmental Policy Act
Environmental AabaeOmer t/Firiding or.No Signiiieant Impact
DESC: Northeast Brunswick Regional WoGtewate.t SySte.rL Expansion Prc►m cocrent discharge
capacity of • 1.65 million gallonr., peat day (MGD� to 2.97:5 tat;p S n L°hbae l and 3.8
MG0 in Phase 2
The attached project has been submitted to the N. C. Stara Clearinghouse Tor
intergOvMmantal. review. Please :review ana cubmit.your response by the above
indicated date to 1301 Mail Servica Center, Micigh NC 27.699-1301.
If additional review time is needed, please CAf►taCt this office at (9194001-2425.
AS A RESULT OF TPIS RFVTEW THE FOLLOWING IS SUAMITTED: NO rOMMFxT COMMSNTS ATTACHED
SIGNED. BY: i� t'a p �„ 0�C Se.`�+t�l,p DATE..
-TNL�ease.ca c.�eu4:�� VnR_�P_ C\ s�t'�o��
LA rT�e
i S w• o e C e_X '_ .� J_ 1� (�� Q e ►e 1
A G U o w e- C� C.` 1-0 0 V \

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNIMENTAL REVIEW
COUNTY: BRUNSWICK
MS MELBA MCGEE
CLEARINGHOUSE COORDINATOR
DENR - COASTAL MGT
C/O ARCHDALE BLDG
RALEIGH NC
RLMEW DISTRIBUTION
H02:WASTEWATER TREATMENT'
FACILITIES
CAPE FEAR COG
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
STATE NUMEM. 11-E-4300-0329
DATE RECEIVED: 06/30/2011
AGENCY RESPONSE: 08/10/2011
REVIEW CLOSED: 08/15/2011
rl
PROJECT INFORMATION
APPLICANT: NCDENR, Water Quality
TYPE: State Environmental Policy Act
Environmental .Assessment/Firiding of No Significant Impact
DESC: Northeast Brunswick Regional Wastewater System Expansion from current discharge
capacity of 1..65 million gallons per day (MGD) to 2.475 MGD In Phase 1 and; 3.8
MGD in Phase.2
The attached project has been submitted to. the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301,
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THEi LLOWING IS SUBMITTED: NO COMMENT � COMMENTS ATTACHED
SIGNED BY: DATE:v

MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 - ARCHIVES BUILDING
RALEI.GH NC
REVIEW DISTRIBUTION
CAPE FEAR COG
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
HfSTORIC�FS�1rAA�°! DFz10E
P�tDJ7ECT INFORMATION
APPLICANT: NCDENR, Water Quality
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Northeast Brunswick Regional Wastewater System Expansion from current discharge
capacity of 1.65 million gallons per day (MGD) to 2.475 MGD in Phase 1 and 3..8
MGD in Phase 2
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review.and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time. is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS' SUBMITTED. M NO COMMENT n COMMENTS ATTACHED
SIGNED BY: DATE: ' r�

FINDING OF NO SIGNIFICANT IlVIPACT AND ENVIRONMENTAL ASSESSMENT
BRUNSWICK COUNTY PUBLIC UTnX1 ES — NORTHEAST BRUNSWICK REGIONAL
WASTEWATER SYSTEM EXPANSION
Pursuant to the requirements of the North Carolina Environmental Policy Act (N.C.G.S. § I I3A-1, et seq.),
an environmental assessment (EA) has been prepared by Brunswick County Public Utilities for the proposed
wastewater treatment plant (WWTP) expansion from its current discharge capacity of 1.65 million gallons
per day (MGD) to 2.475 MGD in Phase 1 and to 3.8 MGD in Phase 2. The wastewater collection system
will also be expanded:
Phase 1 Phase 2
• 3,300 linear feet (l.f.) of 12-inch force main • 1,2001_f. of 12-inch force main
• 3,10011 of 18-inch force main • 20011. of 24-inch force main
• 1,50011 of 12-inch force main • 2,70011 of 18-inch force main
These additions to the collection system will require upgrades to the Clairmont, Commerce, and Lincoln
School pump stations. Construction at the WWTP to allow for the Phase 1 expansion will include: influent
screen; equalization pump station and tank; aeration basin; clarifier, effluent filter, UV disinfection system;
effluent pump replacement; ATAD residuals treatment; and new 24-inch effluent discharge piping.
Construction at the WWTP to allow for the Phase 2 expansion will include these new process components:
influent headworks, equalization storage tank; aeration basin; clarifier, effluent filter; UV disinfection;
effluent pump station; and residuals treatment.
Four alternatives were considered for wastewater treatment and disposal: 1) no action; 2) connection to an
existing WWTP; 3) expansion of the Northeast Brunswick Regional WWTP with effluent disposal by spray
irrigation; and 4) expansion of the Northeast Brunswick Regional WWTP with effluent disposal by surface
water discharge. Option 4 is the preferred alternative.
Direct impacts have been avoided and minimized to the extent practicable during project planning and
design. Noise levels will temporarily increase in the immediate vicinity of construction locations; however,
this impact will be temporary and occur only between the hours of 8AM and 6PM Monday through Friday.
Nuisance noise levels are not expected to increase or change adversely when the new expansion comes on-
line. Topography and soils will be directly impacted by grading activities; however, these alterations will not
result in permanent adverse impacts to the topography or soil. This project will not impact local flood
elevations. While immediate local air quality at the construction sites will be degraded by stirred dust,
limited open burning of cleared vegetation, and emissions from machinery, the expanded WWTP and
wastewater transmission infrastructure are not anticipated to significantly impact local air quality. Direct
impacts to streams and wetland areas from installation of the effluent discharge line and force mains will be
temporary as affected areas will be returned to their original slope and contour following construction. A
total of 11.25 forested acres will be cleared to allow the construction of Phases 1 and 2 of the WWTP
expansion, and an approximately 0.60 acres of forested area will be cleared for force main installation.
Proper erosion and sedimentation practices will be followed during construction to protect local water quality
as well as aquatic habitat and wildlife. Installation of the new effluent discharge line cannot occur between
February 1 and June 30 to avoid impacting the shortnose sturgeon. There will not be any significant direct
negative impacts on existing land uses; prime or unique farmlands; groundwater, public lands, and scenic,
recreational and State natural areas; known archaeology cal or historical resources: shellfish or fish and their

Based on the findings of the EA, the impact avoidance/mitigation measures contained therein, and reviewed
by governmental agencies, the Division of Water Quality has concluded that the proposed project will not
result in significant impacts to the environment. This EA and FNSI are prerequisites for the issuance of
Division of Water Quality permits necessary for the project's construction. An Environmental Impact
Statement will not be prepared for this project. This FNSI completes the environmental review record,
which is available for inspection at the State Clearinghouse.
North Carolina Department of Environment and Natural Resources
Division of Water Quality
30 June 2011

ENVIRONMENTAL SERVICES, INC.
P.O. Box 2181
Wilmington, North Carolina 28402
[phone] FAX [phone]
www.environmentalservicesinc.com
17 April 2012
W.K. Dickson & Co.
Attn. Carter Hubard
909 Market Street
Wilmington, North Carolina 28401
RE: NE Brunswick Sewer Transmission Upgrades
Brunswick County, North Carolina
ER12-025.00
Dear Mr. Hubard:
Thank you for contacting Environmental Services, Inc., (ESI) regarding the above referenced
project. At your request, ESI has completed a jurisdictional delineation for the NE Brunswick
Sewer Transmission upgrades. The project area is located in Brunswick County, North Carolina.
The field evaluation was conducted in April 2012.
Available mapping was reviewed prior to the field investigation. The United States Geological
Survey (USGS) 7.5-minute topographic quadrangles (Winnabow, NC, Leland, NC, Wilmington,
NC, and Castle Hayne, NC) depicts three surface water features [SMA, SMB/SMC, and Sturgeon
Creek (SMF)] within the project area. Two additional surface water features (SMD and SME)
were identified during the field evaluation. A stormwater pond was identified in the southeastern
portion of the project area and is crossed by the project area was determined to be non -
jurisdictional (Figure 3E). Sturgeon Creek is likely to be considered a navigable water by the
U.S. Army Corps of Engineers (USACE) and regulated under Section 10 of the Rivers and
Harbors Act. Crossings of Section 10 Waters require the issuance of a permit from the USACE
prior to commencing any project construction activities. The unnamed tributaries to Sturgeon
Creek are not potentially navigable waters and therefore will not be subject to Section 10
regulations.
The project area is mapped as Baymeade fine sand, 1-6% slopes (BaB), Baymeade and Marvyn
soils, 6-12% slopes (BDC), Blanton fine sand, 0-5% slopes (BnB), Chowan silt loam (CH),
Forest loamy fine sand (Fo), Leon fine sand (Lo), Mandarin fine sand (Ma), and Muckalee loam
(Mk) based on the Soil Survey of Brunswick County, North Carolina. Chowan silt loam, Leon
fine sand, and Muckalee loam are hydric soil mapping units. Baymeade fine sand, Baymeade and
Marvyn soils, Blanton fine sand, Foreston loamy fine sand, and Mandarin fine sand are non-
hydric soil mapping units that may contain inclusions of hydric soils.

Mr. Hubard
ER12-025.00
17 April 2012
Page 2 of 3
The majority of the wetlands within the project area are located in headwater areas associated
with first order streams with the exception of the wetland area adjacent to Sturgeon Creek that is
tidal marsh (MD/MH). These wetlands are classified as Headwater Forest (MA, MB, and
ME/MF), Non -tidal Freshwater Marsh (MC, MG), and salt/brackish marsh (MD/MH) using the
N.C. Wetland Assessment Method (NC WAM). The salt/brackish marsh wetlands are tidal
wetlands are regulated by the N.C. Division of Coastal Management (NCDCM) under CAMA.
The headwater forest wetlands include soils saturated within 12 inches of the surface and
interspersed areas with evidence of inundation. Soils are characteristically hydric (Munsell
Color: IOYR 2/1). Vegetation is hydrophytic and includes red maple (Acer rubrum), laurel oak
(Quercus laurifolia), green ash (Fraxinus pennsylvanica), Virginia willow (Itea virginica),
Southern arrowwood (Viburnum dentatum), netted chainfern (Woodwardia areolata), and lizard's
tail (Saururus cernuus).
The non -tidal freshwater marsh wetlands include soils saturated within 12 inches of the surface
and areas with evidence of inundation. Soils are characteristically hydric (Munsell Color: IOYR
511). Vegetation is hydrophytic and includes cattail (Typha latifolia), soft rush (Juncus effusus),
and alligator weed (Alternanthera philoxeroides).
The salt/brackish marsh wetlands include soils saturated at the surface and evidence of frequent
inundation associated with tidal fluctuation and a distinct hydrogen sulfide odor. Soils are
characteristically hydric (Munsell Color: IOYR 2/1). Vegetation is hydrophytic and includes
cattail (Typha angustifolia) and saw grass (Cladium jamaicense).
Upland areas within the project area include roadside shoulders that are maintained on a frequent
basis and forested slopes that are generally defined based on the absence of jurisdictional
hydrology and hydric soils. Vegetation within these upland areas consists of sweet gum
(Liquidambar styraciva), water oak (Quercus nigra), loblolly pine (Pinus taeda), and wax
myrtle (Morelia cerifera). No evidence of jurisdictional wetland hydrology was observed within
the upper 12 inches of the soil surface. Soils are non-hydric in nature (Munsell color 10YR 4/4).
Unavoidable impacts to jurisdictional areas will require Section 404 and Section 401 permitting.
Impacts may be permitted through either the Nationwide Permit (NWP) or Individual Permit
process by the USACE, depending on the amount of impacts. Compensatory mitigation may be
required for permitted wetland and stream impacts. Crossings of navigable waters will require
prior approval from the USACE. Due to the presence of coastal wetlands at the Sturgeon Creek
crossing, a CAMA permit will be required to authorize the proposed crossing in this location.
The proposed crossing will likely be permitting under a CAMA General Permit.

Mr. Hubard
ER12-025.00
17 April 2012
Page 3 of 3
Environmental Services, Inc., appreciates the opportunity to assist you with this project. If you
have any questions or comments, or need any additional information, please feel free to contact
me at [phone].
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Matt K. Smith
Senior Scientist
Attached: Project Location
NRCS Soils
Jurisdictional Areas

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I I

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAvEs PERDUE DIMON OF Hi( MAYS GovERNOR EUGENE A. CON1-4 JR.
SECRETARY
August 16, 2012
Brunswick County Public Utilities
P- C. 249
--SPpIY,�6463- >ohvka- Li C, ash
Dear Mr. Lawing:
SUBJECT: Encroachment Agreement (E-010-2012-037) on SR 1437, 1472 and 1435 in
Brunswick County
Attached for your files is a copy of Right of Way Encroachment contract property executed.
This contract covers the following:
Install (3772' of 16' DR-18 PVC, 275' of 16' PC 350 DIP), (19' of 8' DR-18 PVC), (5) Air
release valves and associated appurtenances for sewer force main along SR 1437. Install
(125' of 16 "PC 350 DIP) for sewer force main and associated appurtenances along SR
1472. Install (1789' of 18' DR-18 PVC, 208' of 16' PC 350 DIP, 878' of 16' DR-18 PVC, 8' of
12' DR-18 PVC, 18' of 8' DR-18 PVC), (3) Air release valves and associated appurtenances
for sewer force main along SR 1435
This approval is subject to this work being done in accordance with the attached plan sheets
and previous special provisions.
Very truly yours,
1 faAV - /2-zt�/37z
Karen E. Fussell, P.E.
Division Engineer
KEF/JR/jdd
Attachments

�-olo- iZ-037
b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
grounds of race, color, or national origin In the selection and retention of subcontractors, including procurements of materials
and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by
Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B
of the Regulations.
c. Solicitations for Subcontracts including Procurements of Materials and Equipment: In all solicitations either by competitive
bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of
materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the DISTRK
contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color,
or national origin. AUG 0 6
d. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives
issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its .�
facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertl4I9 Agll
ascertain compliance with such Regulations or directives. Where any information required of a contractor is in the exclusive
possession of another who fails or refuses to fumish this information, the contractor shall so certify to the Department of
Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain
the information.
e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this
contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration
may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part.
Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through "r in every subcontract,
including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued
pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department
of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with,
litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of
Transportation to enter into such litigation to protect the interests of the State, and, in addition, the contractor may request
the United States to enter into such litigation to protect the interests of the United States.
R/W (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
R/W (161) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to Ihis agreement has caused the same to be executed the d
year first above written. 1F ..tie..
EST OR WITNESS:
INSTRUCTIONS
DEPARTMENT OF TRANSPORTATION
DIVISION ENGINEER
Marty Lawin , County Manager 0 253-201
Brunswick County
30 Govemment Center Drive, NE
Bolivia, NC 28422
Second Party
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretar
or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City official is on file i
the Raleigh office of the Manager of Right of Way. In the space provided in this agreement for executlon, the name of the corporation or
municipality shall be typed above the name, and title of all persons signing the agreement should be typed directly below their signature.

E-010-2012-037 (Brunst
Revised: 03/02)
ENCROACHMENT AGREEMENT
SPECIAL PROVISIONS
NCDOT WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
affective July 1, 2010, all flagging operations within NCDOT Right of Way require qualified
nd trained Work Zone Flaggers.
Nective July 1, 2011, qualified and trained Work Zone Traffic Control Supervisors will be
Squired on Signiflcant Projects.
'raining for this certification is provided by NCDOT approved training sources and by priv;
ritities that have been pre -approved to train themselves. If you have questions, contact of
,eb site at www.ncdot.orgldoh/Dreconstruct/wztcIWZTCTrainingProgram/default html, or
antact Stuart Bourne, P.E. with NCDOT Work Zone Traffic Control Unit at (919) 662-4.338 of
bourneCZDncdot.gov
'1
rtify the DOT Highway Maintenance Engineer prior to beginning work and/ or backfilling pipe culvert for inspection c
Irk and when work is satisfactorily completed. Please contact Ms. Lisa Little, Engineering Technician 11 at the
vnswick Maintenance Office (910-754-6527).
'2
Pre -Construction conference is required prior to performing any work under this agreement. The encroacher, engineer
,ord, contracWr and all sub -contractors shall be in attendance. Please contact Ms. Lisa Little, Engineering Technicif
at the Brunswick Maintenance Office (910-754-6527) to schedule the conference.
2-A
is encroachment shall have a DVD taken of the entire project site showing all drainage, ditches, driveway pipes, cross
es, NCDOT planting beds, control of access fencing, shoulders and condition of roadway to be given by the contractor
)weer to the NCDOT inspector at the preconstruction conference. Edge of pavement, shoulder point, ditch and back c
;h shall be shown in the DVD. The date of the filming is required on DVD. No work shall be allowed for this agreemi
it this provision has been fully complied with and a letter of receipt has been given by the NCDOT inspector.
3
executed copy of this encroachment agreement shall be present at the construction site at all times during construction.
DOT reserves the right to stop all work unless evidence of approval can be shown. If safety or traffic conditions
rant such action, NCDOT reserves the rights to further limit, restrict, or suspend operations within the right of way.
materials and workmanship shall conform to the N. C. Department of Transportation's Standnrric and

E-010-2012-037 (Bruns.
Revised: 03/02)
5
e encroaching party is required to contact the appropriate Utility Companies involved and make satisfactory
angements to adjust the utilities in conflict with the proposed work prior to beginning construction.
5-A
y alteration or deviation concerning the location of this utility as proposed by the attached approved plans, shall not 1
need until written approval in the form of an approved revision, has been applied for, approved and is made a part of
eement package and on site. Failure to comply with this special provision shall result in an immediate work stoppage
i removal of the installed utility or appurtenances.
6
iper temporary and permanent measures shall be used to control erosion and sedimentation in accordance with all
feral, State and local regulations. If any area in excess of one (1) acre will be disturbed, the Encroachee shall submit
District Engineer's Office a Sediment and Erosion Control Plan which has been approved by the appropriate regulat,
ncy or authority prior to beginning any work on the Right of Way. Failure to provide this information shall be
funds for suspension of operations.
7
ovation within %: mile of a signalized intersection will require a one (1) week notification (prior to excavation) by the
ty of the second part to the NCDOT Division Traffic Engineer at telephone number 910-341-2000. All traffic signal
xtion cables must be located prior to excavation. Cost to replace or repair NCDOT signs, signals, or associated
ipment shall be the responsibility of the encroaching party.
per traffic control devices, signs, etc. shall be installed to insure public safety in accordance with the latest edition of
nual on Uniform Traffic Control Devices and any supplements.
a party of the second part shall provide traffic control devices, lane closures, road closures,
delve protection and/or any other warning positive protection devices necessary for the safety of
torists and workers during construction and subsequent maintenance. This shall be performed i
iformance with the latest NCDOT Roadway Standard Drawlnas and Standard Specifications for
ids and Structures and Amendments or Supplements thereto. When there Is no guidance provid
he NCDOT Roadway Standard Drawinas and Standard Specifications for Roads and Structures
nply with the Manual on Uniform Traffic Control Devices for Sty and H►ghways and
endments or Supplements thereto. Information as to the above rules and regulations may be
wined from the NCDOT Division Engineer of the party of the first part
needs and control of all road users (motorists, bicyclists, and pedestrians within the highway,
Wing persons with disablildes In accordance with the Americans with Disabilities Act of 1990
A), Tide 11, Paragraph 35.130) through a TTC zone shall be an essential part of highway
struction, utility work, maintenance operations, and the management of traffic Incidents.

E-010-2012-037 (Brunsv
Revised: 03102t
P 12-A
runs -wick County has submitted a letter stating that Brunswick County will not release their contractors bond until
orth Carolina Department of Transportation (NCDOT) agrees that the work performed tinder this permit meets or
:eeeds NCDOT standards and policies.
pie applicant shall notihy The Department of Transportation at the above noted telephone number upon complettoi
e_work for a final inspect on to be performed by N(D0T personnel.
'14
)proval of this Encroachment does not include any portion of the work outside The North Carolina Department of
ansportation's Rights of Way.
'15
,visions shown in on attached plan sheets; C27, C28 and C29
'19
i lane closures or impediment to traffic shall be allowed on state holidays and local events.
'20
y work requiring equipment, material or personnel within five (5) feet of the edge of pavement of an undivided facility
i within ten (10) feet of the edge of pavement of a divided facility shall require a lane closure with appropriate tapers.
21
yen cuttinIZ of pavement on NCDOT roads is not allowed by this agreement. Any damage to or settlement of the
cement due to this installation shall be repaired by the encroaching party as directed by and to the satisfaction of the
strict Engineer. This may include the removal of pavement and a 50' mechanical overlay for all disturbed roadway due
Image or settlement. All temporary and final pavement markings are the responsibility of the encroaching party.
23
0-foot mechanical overlay will be required for the disturbed area(s) only if settlement occurs.
29
excavations inside the theoretical 1:1 slope from the existing edge of pavement to the bottom of the nearest trench wall
I be made in accordance with the following conditions:
All trench excavation inside the limits of the theoretical 1:1 slope, as defined by the policy, shall be completely
backfilled and compacted at the end of each construction day. No portion of the trench shall be left open overnight.
The length of parallel excavation shall be limited to the length necessary to install and backfill one (1) joint of pipe at
time.
traffic shall be moved to a travel lane outside the limits of a theoretical 1:1 slope from the bottom of the nearest trencl
wall to the pavement surface.

E-010-2012-037 (Bransn
Revised: 03102t
The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled, in accordance
with Section 300-7 of the January 2012 Statewide Standard Specifications for Roads and Structures which basicall
requires the backfill material to be placed in layers not to exceed six (6') inches loose and compacted to at least 95°i
the density obtained by compacting a sample in accordance with AASHTO T99, as modified by DOT.
At the first sign of trench failure, a trench shall be immediately backfilled with materials consisting of A-1, A-3, A4
soils or A-4 soils having a maximum of 45% passing a No. 200 sieve and a maximum P.I. of 6. All work shall teas
the Division Engineer shall be contacted. The Party of the Second Part shall be required to repair any damage to the
pavement caused by the excavation.
? 29-A
ny excavation encroaching upon the theoretical 1:1 slope from the edge of pavement of any NCDOT maintained
ad shall require temporary active shoring. No work shall be performed prior to a temporary active shoring
bmittal, which includes design, calculations, and a geotechnical report, being reviewed and approved by NCDO'
should be noted the review time for this submittal will be a minimum of two months.
' 30-A
,tection tape shall be buried in the trench approximately one (1') foot above the utility or fiber optic cable. Where con
installed in the right of way and is not of ferrous material, locating tape or detection wire shall be installed with the
nduit.
'32
► pit of any part shall be within three (3) feet of edge of pavement or back of curb.
134
,e proposed manholes, valves or other appurtenances shall not be located in the existing ditch line, front slope of a ditcl
a manner that would restrict the maintenance or flow of the existing ditch line.
' 34-A
I Air Release Valves shall be located at or off of the NCDOT right of way line.
34-D
y utility marker required shall be located at or off of the NCDOT right of way line.
35
sewer clean outs shall be located at the right of way lines.
36
equipment and materials shall be removed from the NCDOT right of way when not in use.
37
s encroachment is approved with the understanding that the North Carolina Department of Transportation does not
❑nntPP. the rivht of wav nn t}iia rnoA — -411 4 L- C - -- -1-:— �- U - _ - i. t.

E-010-2012-037 Brune
Revised: 03/02
W 39
4o lift stations shall be allowed inside the Rights of Way.
T 42
►ll driveways disturbed as a result of this encroachment shall be restored to the satisfaction of the District Engineer.
P 43
egress and egress shall be maintained to an businesses and dwellings affected by the project. Special attention shall be
aid to police and fire stations, fire hydrants, and hospitals.
P 44
he utility shall be located a minimum of five (5') feet from the nearest part of bridges and culverts, including the toe of
ingwalls and scour apron and a minimum of two (2') feet below streambed. (Ten (10') foot minimum clearance requu
hen installed by directional boring.)
P 46
existing guardrail is disturbed, it shall be reset back to NCDOT Standards and as directed by the District Engineer.
'47
iY drainage structure disturbed or damaged shall be restored to its original condition as directed by the District Engina
'49
bore areas, pavement settlement and pavement buckling shall be repaired as directed by the District
Engineer. This 1-ude Wince °f pavement, patching a �' feet (50') mechanical overlay, pavement markings etc. directed by the
50
'ect►onal drilling methods have not been given statewide approval for use on NCDOT right of way. Under no conditiot
ll jetting alone or wet boring with water of utility pipelines be allowed. Directional boring using etting with
ja Bertoni
equivalent material) slurry is approved at a minimum depth of ten (10,) feet below the pavement surface [fifteen (to
below the surface of partial and/or full control of access roads] and five (5') feet below any ditch line and/or creek be
xhonal boring is not allowed in embankment material. Directional boring is allowed beneath embankment material in
117211Y occurring soil. Any parallel installation utilizing the directional boring method shall be made at a minimum dept
but (4') feet (cover) below the ground surface and outside the theoretical 1:1 slope fim the
edge
Tt where the parallel installation crosses a paved roadway. All directional bores shall existing °f pavement
maintain ten (10') feet minimur
ar) honzontal distance from the nearest part of any structure, including but not limited to bridges, footings, pipe culvei
ox culverts. All directional bores shall maintain ten (10') feet minimum (clear) vertical distance from the nearest part
ipe culverts or box culverts. Directional bores are not allowed beneath bridge f
ning walls. The tip of the drill O°culvert all footings or
string shall have a cutter head. Detection wire shall be installed with non-ferrous
xial. Any changes shall be submitted to the District Engineer for approval prior to construction. For multiple conduit
Nations (including perpendicular and parallel installations), install conduits with five (5') feet minimum (clear)
Antal separation between each conduit or install multiple conduits within a single duct.

E-010-2012-037 (Brunsg
Revised: 03/02f,
id no damage will be done to the pavement or sub -grade. HDPE pipe installed by directional boring shall not bin
innected to existing pipe or fittings for one (1) week from the time of installation to allow tensional stresses to re]
' S5
ie encroaching party shall comply with all applicable Federal, State and local environmental regulations, and shall obt;
necessary Federal, State and local environmental permits, including but not limited to, those related to sediment contra
)rmwater, wetland, streams, endangered species, and historical sites.
►56
enching, boring pits, and/or other excavations shall not be left open or unsafe overnight or during periods of constructi
tctivity. The contractor shall comply with all North Carolina Department of Transportation's and OSHA requirement
3 provide a competent person on site to supervise excavations at all times.
iy part of excavations within the theoretical 1:1 slope of the roadway shall have active shoring in place and the
Droved plans at the construction site-
57
y pavement damaged due to installation of this utility or damaged by equipment used to install this utility, shall be
urfaced to the satisfaction of District Engineer.
58
;lit of Way monuments disturbed during construction shall be referenced by a Registered Land Surveyor and reset after
istruction.
59
roadway signs removed due to construction shall be reinstalled at the end of each day.
60
,avation material shall not be placed on the pavement. Drainage structures shall not be blocked with excavation
erial. Any damage to the existing roadway, including but not limited to the traffic markings and reflectors, shall be
aced to the satisfaction of the District Engineer.
51
proposed construction shall in no way impede or after the drainage of the existing roadway. Reshape the shoulders ar
es to allow positive drainage.
i2
A compliance with the Policies and Procedures for Accommodating Utilities on Hi way Rights of Wav Manual
l be required.
05
;onstruction shall be permitted when shoulders are wet or when adverse weather affects the traveling public with poor
ility or wet road conditions.

E-010-2012-037 Brum
Revised: 03/02/:
P 67
ae issuance of this encroachment does not preclude the encroacher from complying with any and all statutes, rules,
gulations, or ordinances which may be imposed by other government agencies (Federal, State, and local) which have
risdiction.
68
: no time will construction of any land be performed within the rights of way on a state holiday without prior approval.
169
access, parking, or material storage shall be allowed along or inside the rights of way line.

P 74
"10-2012-037 (Brunei
Revised: 03/02/
All areas disturbed by this encroachment work shall be seeded per the below noted seed detail
SEED DETAIL
fter the installation of the utility is complete, the area disturbed in a non-residential are shall be seeded as follow
50 lbs./acre
Tall Fescue
5 lbs./acre
Centipede
50 lbs./acre
PENSACOLA Bahiagrass
500lbs./acre
Fertilizer
4000lbs./acre
Limestone
I residential areas must be hand finished as directed by the Engineer to give a "lawn type appearance" and the
[lowing seed mix should be applied:
lbs./acre
Tall Fescue Type I
lbs./acre
Tall Fescue Type II
bs./acre
Centipede
01bs./acre
Fertilizer
00lbs./acre
Limestone
pe I and Type 11 Tall Fescue shall be separate varieties chosen from the list below:
Adventure
Adventure H
Amigo
Anthem
Apache
Apache H
Arid
Brookstone
Bonanza
Chesapeake
Chieftain
Coronado
Crossfire H
Debutante
Dusk
Falcon
Falcon H
Finelawn Petite
Finelawn
Finelawn I
Genesis
Grande
Guardian
Hounddog
Jaguar
JaguarIII
Kentucky 31
Kitty Hawk
Monarch
Montauk
Mustang
Olympic
Pacer
Pixie
Pyramid
Rebel
Rebel Jr.
Rebel 11
Renegade
Safari
Shenandoah
Titan
Tomahawk
Trailblazer
Tribute
wrangler
all mixtures:
� 1- August 3 1 - add 10 lbs./acre Kobe or Korean Lespodeza
tember 1- April 30- add 10 lbs./acre Rye Grain
mping Straw Mulch

E-010-2012-037 (Baum
Revised: 03/02/
P 74-A
roper seed bed preparation„ seeding and mulching operations shall begin, not to exceed ten (10) calendar days, from the
itial date of the ground disturbance activities. Any deviations from this requirement shall be cause for immediate stop
'any further ground disturbance activities until all seeding and mulching is completed and has been brought to where tl
c)rk stoppage began.

P 75
Environmentally Sensitive Areas
E-010-2012-037 (Brvnav
Revised: 03/02/
vs project is located in an "Environmentally Sensitive Area". This designation requires special procedures to be used
oaring and grubbing, temporary stream crossings, and grading operations within the area identified on the plans. This
Quires special procedures to be used for seeding and mulching and staged seeding within the project.
earing and grubbing:
areas identified on the erosion control plans as "Environmentally Sensitive Areas", clearing operations can be perform
t not grubbing operations until immediately prior to beginning grading operations as described in Section 200 Article
0-1, in the Standard Specifications. The "Environmentally Sensitive Area" shall be defined as a 50 foot buffer zone of
th sides of the stream (or depression) measured from top of streambank (or center of depression.) Only clearing
orations (not grubbing) shall be allowed in this buffer zone until immediately prior to beginning grading operations.
:)sion control devices shall be installed immediately following the clearing operation.
adW
cc grading operations begin in identified "Environmentally Sensitive Areas", work will progress in a continuous mann(
il complete. All construction within these areas must progress in a continuous manner such that each phase is complo
l areas permanently stabilized prior to beginning of next phase_ Failure to complete any phase of construction in a
tinuous manner in "Environmentally Sensitive Areas" as specified will be just cause for the Engineer to direct the
pension of work in accordance with Section 108-7 of the Standard Specifications.
nporary Stream Crossings
crossing of streams within the limits of this project must be accomplished in accordance with Section 107-13(b) of th
idard Specifications.
ling and mulching -
ling and mulching shall be performed in accordance with Section 1660 of the Standard Specifications and vegetative
:r sufficient to restrain erosion shall be installed immediately following glade establishment.
ling and mulching shall be performed on the areas disturbed by construction immediately following final grade
)hshment. No appreciable time shall lapse into the contract time without stabilization of slopes, ditches and other area
III the `Environmentally Sensitive Areas" as indicated on the E.C. Plans.

£_©to-IZ—a3-7
:heast Brunswick Regional Wastewater Transmission Facilities Upgrades
437 (Old Fayetteville Road)
PVC Force Main = 4,047 LF 16-inch 19 LF 8-inch
2 LF of 16-inch DR-18 PVC force main
LF of 16-inch PC 350 DIP force main
-F of 16-inch PC 350 DIP installed by directional drill
of 8-inch DR-18 PVC force main
�llaneous
Release Valves
sociated appurtenances (Valves, Bends, and Fittings).
i72 (Old Village Road)
PVC Force Main — 125 LF of 16-inch
F of 16-inch PC 350 DIP installed with directional drill
sociated appurtenances (Valves, Bends, and Fittings).
Encroachment Attact
35 (Navassa Road)
PVC Force Main — 1,789 LF of 18-inch 1,086 LF 16-inch 8 LF 12-inch, 17 LF of 8-inch
LF of 18-inch DR-18 PVC force main
of 16-inch PC 350 DIP force main
= of 16-inch PC 350 DIP installed by directional drill
= of 16-inch DR-18 PVC force main
f 12-inch DR-18 PVC force main
of 8-inch DR-18 PVC force main
laneous
release Valves
ociated appurtenances (Valves, Bends, and Fittings).
DISTRICT
AUG a 6 2(
RECEIVED

� -oio- iz -0 31
VERIFICATION OF COMPLIANCE WITH DISTRICT 3
ENVIRONMENTAL REGULATIONS AUG 0 6 2011
(Check Appropriate Box)
RECEIVED
Permits from the N.C. Department of Environment and Natural Resources and the
U.S. Army Corp of Engineers are not required for this project. However, all applicable
federal and state regulations have been followed.
✓❑The required permits from the N.C. Department of Environment and Natural Resources
and the U.S. Army Corp of Engineers have been obtained for this project. Copies of
permits and Completion Certificates are attached.
❑✓All applicable NPDES Stormwater Permit requirements have been met for this project.
(The applicant should contact the N.C. Division of Water Quality in Raleigh to determine
if a stormwater permit is required.)
❑✓ The project is in compliance with all applicable sedimentation and erosion control laws
and regulations.
NWVr &_Ck R poW wgo + T�by Fad0a Upp�E+
Project Name:
Township: NORTHWEST
Project Engineer: W.K. Dickson & Co., Inc.
Project Contact: T. Carter Hubard, PE
Applicant's Name: Brunswick County
i
Date Submitted:
County:
Brunswick
Phone No.: [phone]
P.E. SEAL

E-oto-Iz-o3-7
BRUNSWICK COUNTY PUBLIC UTILITIES
OPERATIONS CENTER
250 GREY WATER ROAD NE
SUPPLY, NORTH CAROUNA 28462
MIIG ADDRm
ur Oma Box 249
° ""A- Noffm CAxMAf , 2' W July 25, 2012
i
I
Mr. John Diaz
North Aire Department of Transportation
Division of Highways
300 Division Drive
Wilmington, NC 28401
Re: Bond for Utility Work within NCDOT Right -of -Way — Encroachment
Clairmont Pump Station and Force Main Project
DISTRICT 3
AUG Ufa 201,
RECEIVED
TUM
(910)253
(910) 253
Dear Mr. Diaz:
I am writing in regard to the Encroachment A
for the above -mentioned project. gent with Brunswick County Public Utilities
contractor for 1001 of the co County will �� a bond from the selected
construction cost. In the event that a separate bond payable to
NCDOT is not obtained, Brunswick County Public Utilities
Department
Performance Bond will not be released until an NCDOT representativeas given
ns that the project
approal
work done within NCDOT right-of-way. Please do not hesitate to call with any quons. for all
Sincere] ,
John Nichols, PE CPESC
Assistant Director of Public Utilities
/khw
cc: Carter Hubard, WK Dickson

L

C Division of Coastal Mgt. Habitat Impact Computer Sheet
plicant: ;i3(�u.N�n UL Permit #: (� 3
te: �JZ�fiZ
1
scribe below the HABITAT disturbances for the application. All values should match the name, and units of measuremer
ind in your Habitat code sheet.
bitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp im acts
FINAL Feet
(Anticipated fin
disturbance.
Excludes any
restoration and
temp impact
amount)
Dredge ❑ Fill ❑ Both ❑ OtherO�
amount
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑

U.S. ARMY CORPS OF ENGINEEIPC'DOCT- 2
WILMINGTON DISTRICT KK�� 2012
lion Id. SAW-2012-01065 County: Brunswick U.S.G.S. Quad: Leland
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
pplicant: Brunswick County Agent: W.K. Dickson & Co.
Attn: Matt Lawing Attn: Carter Hubard
Address: 30 Government Center Drive Address: 909 Market Street
Bolivia, NC 28422 Wilmington, NC 28401
910-253-2000
:e and location of property (water body, road name/number, town, etc.): Project area is located along Village Roar
vassa Road and Old Fayetteville Road and includes the crossing of Sturgeon Creek a Section 10 tributary to the Ca[
,er, Leland, North Carolina. Latitude:34.245672, Longitude:-78.00055
,cription of projects area and activity: This permit authorizes the installation of an 18" force main sewerline by means
ectional bore under Sturgeon Creek and three (3) additional 404 jurisdictional crossings as described in the plans ati
ere are NO permanent (fill) impacts authorized for this activity. PLEASE SEE THE SPECIAL CONDITIONS ON'
LLOWING PAGE. '
Aicable Law: ❑ Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
horization: Regional General Permit Number or Nationwide Permit Number: 12
E ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the at
ditions and your submitted application and attached information dated 9/5/2012 and 9/24/2012. Any violation of th4
[ched conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restorath
er and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be mo(
sued, or revoked prior to March 18, 2017. It is incumbent upon you to remain informed of changes to the NWPs. We will is
lic notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity befc
that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modic
)cation of the NWP to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certificatio
aid contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (C,
or to beginning work you must contact the N.C. Division of Coastal Management.
this Department of the Army verification does not. relieve the permittee of the responsibility to obtain any other required 1
e or local approvals/permits.
f there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulato[
;ram, please contact Emily Hughes at (910) 2514635.

MON ID # SAW-2012-01065
'ECIAL CONDITIONS:
1. The permittee shall submit to the U.S. Army Corps of Engineers, Wilmington District as -built sur
each of the authorized jurisdictional crossings associated with the utility line installation. The per
must submit the surveys within 30 days of construction completion of the subject utilities.
2. Prior to construction within any jurisdictional areas, the permittee must correctly install silt fencin
(with or without safety fencing) parallel with the utility line corridor, on both sides of the jurisdict
crossing and around the limits of the ingress/egress bore pits. This barrier is to serve both as an ei
control measure and a visual identifier of the limits of construction within any jurisdictional area.
3. Drill holes associated with the directional bore activity shall beat a minimum of 10.0 feet below t
river bed to prevent any possible future threats to navigation. All equipment should be staged on l
ground only. Any discharge from hydraulic fracturing into Waters of the U.S., including wetlands
be reported to the appropriate Corps Regulatory Field Office within 48 hours. Restoration and/or
mitigation may be required as a result from any unintended discharges.
Corps Regulatory Official: Date:

NATIONWIDE PERMIT 12
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2012
Utility Line Activities. Activities required for the construction, maintenance, repair, and
removal of utility lines and associated facilities in waters of the United States, provided the
activity does not result in the loss of greater than 1/2-acre of waters of the United States for each
single and complete project.
Utility lines: This NWP authorizes the construction, maintenance, or repair of utility
lines, including outfall and intake structures, and the associated excavation, backfill, or bedding
for the utility lines, in all waters of the United States, provided there is no change in pre -
construction contours. A "utility line" is defined as any pipe or pipeline for the transportation of
any gaseous, liquid, liquescent, or slurry substance, for any purpose, and any cable, line, or wire
for the transmission for any purpose of electrical energy, telephone, and telegraph messages, and
radio and television communication. The term "utility line" does not include activities that drain
a water of the United States, such as drainage tile or french drains, but it does apply to pipes
conveying drainage from another area.
Material resulting from trench excavation may be temporarily sidecast into waters of the
United States for no more than three months, provided the material is not placed in such a
manner that it is dispersed by currents or other forces. The district engineer may extend the
period of temporary side casting for no more than a total of 180 days, where appropriate. In
wetlands, the top 6 to 12 inches of the trench should normally be backfilled with topsoil from the
trench. The trench cannot be constructed or backfilled in such a manner as to drain waters of the
United States (e.g., backfilling with extensive gravel layers, creating a french drain effect). Any
exposed slopes and stream banks must be stabilized immediately upon completion of the utility
line crossing of each waterbody.
Utility line substations: This NWP authorizes the construction, maintenance, or
expansion of substation facilities associated with a power line or utility line in non -tidal waters
of the United States, provided the activity, in combination with all other activities included in
one single and complete project, does not result in the loss of greater than 1/2-acre of waters of
the United States. This NWP does not authorize discharges into non -tidal wetlands adjacent to
tidal waters of the United States to construct, maintain, or expand substation facilities.
Foundations for overhead utilily line towers holes and anchors: This NWP authorizes
the construction or maintenance of foundations for overhead utility line towers, poles, and
anchors in all waters of the United States, provided the foundations are the minimum size
necessary and separate footings for each tower leg (rather than a larger single pad) are used
where feasible.