65081D - Cape

ICAMA / DREDGE & FILL
9NERAL
PERMIT Previous permit#
N❑Modification El Complete Reissue El Partial Reissue Date previous permit issued
ized by the State of North Carolina, Department of Environment and Natural Resources r
;oastal Resources Commission in an area of environmental concern pursuant to I SA NCAC ' %-
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permit may be required by: 1*ry0/oI/- 00 ; See note on back regarding River Basin rul

PROJECT NARRATIVE
Sanitary Sewer Line
Cape Fear Public Utility Authority (CFPUA) proposes to install a new 12-inch diameter
sanitary sewer line to be located in Wilmington, North Carolina. The new pipeline will
originate on the east side of the Northeast Cape Fear River on City of Wilmington
property located south of Cowan Street. The line will cross under the river via horizontal
directional drill (HDD) technology. The drill exit point is located on the Point Harbor
property on the west side of the river which is where this project will end.
The purpose of the sewer line is to provide utility service to the portion of New Hanover
County on the west side of the Northeast Cape Fear River.
The project corridor contains partially developed land on both sides of the river as well as
the floodplain areas of the river, including brackish marsh.
The project as proposed qualifies for Nationwide Permit 12 through the US Army Corps
of Engineers (USACE), the corresponding Water Quality Certification (WQC) No. 3819,
as well as a General Permit from the North Carolina Division of Coastal Management
(NCDCM) for Subaqueous Utility Crossings.
No wetland or stream impacts are proposed and open trench excavation is not proposed
either.
�r-/ .\ I r �

North Carolina
Department of Administration
Pat McCrory, Governor
Bill Daughtridge, Jr., Secretary
January 6, 2015
Paul Masten
S&ME
3006 Hall Waters Drive, Ste 100
Wilmington, NC 28405-8786
Re: Council of State Approval
File Nos. 65-BT & 65-BU
Dear Mr. Masten:
State Property Office
This is to advise you that the Council of State, at its meeting held on the above date
approved the attached items.
This matter will be referred to the Attorney General's Office at the appropriate time fo
preparation of documents. In the meantime, if you have any questions regarding thi,,
transaction, please contact Evertte Moore of this office.
Sincerely,
<4""WC1r-
Speros J. Fleggas
Senior Deputy Secretary
PEM:tm RECE:11f
DCM WILMINGT � -,r

DISPOSITION BY EASEMENT
ITEM 1
GRANTOR: State of NC, Department of Administration
GRANTEE: Cape Fear Public Utility Authority
LOCATION: Northeast Cape Fear River, Wilmington, New Hanover County
EASEMENT AREA: f 12,492 sq. ft. (f0.29 acre)
CONSIDERATION: $250
COMMENTS: Utility Easement. Proposed easement is needed for the subaqueous installation of a
water transmission line to provide water service to portions of New Hanover County.
ITEM 2
GRANTOR: State of NC, Department of Administration
GRANTEE: Cape Fear Public Utility Authority
LOCATION: Northeast Cape Fear River, Wilmington, New Hanover County
EASEMENT AREA: ±29,327 sq. ft. (f0.67 acre)
CONSIDERATION: $250
COMMENTS: Utility Easement. Proposed easement is needed for the subaqueous installation of
sanitary sewer line to provide sewer service to portions of New Hanover County.

S, vvm� A
ACDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 8, 2015
Kent Harrell, Engineering Manager 7
Cape Fear Public Utility Authority (CFPUA)
235 Government Center Drive 1
Wilmington, NC 28403 1' 4 2
j 2015
i
Subject: Permit No. WQ0037494
CFPUA r•, r i ,�.:
NE Cape Fear Bored Sewer Force Mains
Wastewater Collection System Extension
New Hanover County
Dear Mr. Harrell:
In accordance with your application received December 3, 2014 we are forwarding herewith Permit No.
WQ0037494 dated January 8, 2015 to the CFPUA for the construction and operation 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.
Recommendation: The Division recommends that the CFPUA consider the installation of flow
and/or pressure monitoring on each side of the sub -waterway crossing to help
detect leaks. Installation of a flushing port on the upstream side of the bore is
suggested.
Please pay particular attention to the following conditions contained within this permit:
Standard Conditions:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: 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 11.9: 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,

SUPPLEMENT TO PERMIT COVER SHEET
CFPUA is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Wilmington Northside
Wastewater Treatment Facility (Permit No. NC0023965) prior to being discharged into the receiving
stream.
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 Resources' (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 a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved.
2. 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's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly 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:

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, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected 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 at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted 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), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan 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 and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to 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) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i, Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources 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:

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.
8. 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.
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
10. Per 15A NCAC 2T.0305 (h)(2), 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 owner/operator 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.
11. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §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.
12. 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.
13. 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
nivieinn'c t;anaral Pormit nil-r_n-innnn ___j __..

UCNM -1- Udlly V11V{ K Luy fur W-W
Date
Check
Check
Received
Check From (Name)
Name of Permit Holder
Vendor
Number
amount
Permit NumberICG
12/10/2014 Sun Technologies
Sandeep Sharma
B of A
5073
$436.00 Vio#14-11 D --
12/11/2014 Boatzright Inc.
Kevin Thomas
First Citizens Bank
1805
$200.00 GP 65069D -
12/11/2014 Holden Dock & Bulkheads
Don & Elizabeth Whitener
First Community Bank
5955
$200.00 GP 64061D
12/11/2014,S&ME
USS North Carolina
B of A
4728
$400 00 major fee, Wilmingt
12/12/2014 Riptide Builders, LLC
same, owner Donald Bean
BB&T
7525
$50,00 minor exemption fe
12/12/2014 Holden Dock & Bulkheads
Dodson, Baxter, Mauney
First Community Bank
5958
$600.00 GP 64087D, 64088
12112/2014 Charles and Carol Walters
r(3 oria G. Smith
BB&T
7988
$200.00 GP 64085D
12/15/2014 David Davis, Steven Davis, Janice Baldwin
David Davis
SunTrust
1596
$100.00 minor fee, 1203 Oc
12/15/2014 The Village of Bald Head Island
same
PNC Bank
57246
$100.00 renewal fee, MP 22
12/17/2014 Stewart Engineering, Inc.
'Sea View Properties
PNC Bank -
12179
$200.00 fees for mod & rem
12/17/2014 Connaway Marine Construction, Inc
I David Wilson and Martin Covert
B ofA
6895
$200.00 GP 52465D
12/17/2014 Oak Island Accommodations
Jay Motzinger
BB&T
32781
$100.00 minor fee, 703 Cas
12/19/2014 Lighthouse Marine Construction inc
Maxwell Foods LLC
B of A
5194
$600.00 GP 65071D
12/19/2014 Town of North Topsail Beach
same
First Citizens Bank
39043
$100.00
!minor mod for MP
22/19/2014 F and S Marine Contractors Inc
IDeSherbinin
PNC Bank
4223
$200.00
rein Gesu Gesu P 640451
12/19/2014 Western Union Money Order, Brandon Grimes
Brian Forehand (see 1/5/15 for add'I $406 MO)
Wells Fargo Bank 17-135019617
$200.09
reissue, GP 640411
12/19/2014 Western Union Money Order, Brandon Grimes
+Gail Wamsley
Wells Fargo Bank 17-135019618
$200.00
reissue, GP 639261
12/19/2014 Atlantic Coast Industrial, LLC
-
same
BB&T
7451
$200.00
GP 65072D is reiss
12/19/2014 Northern Riverfront Marina and Hotel, LLLPsame
-
- -
PNC Bank
3818
$100.00 renewal fee, MP 44
12/22/2014 Coastal Marine Piers Bulkheads LLC
Shinn Creek Estates
Wells Fargo
19946
$100.00 mod fee, MP 72-82
--
- -
12/22/2014 Clements Marine Construction Inc
Smith/NHCo, Yeaton/PNCo, Thompson/PNCo
First Citizens Bank
3673
$750,00 3 MP fees @$2501
12122/2014 Coastal Urge LLC Jeff Nathan
B of A
2263
$250.00 ma/or fee, NHCo
22/23/2014 Mark U Wild-Ramsing & Dina Wild-Ramsing
Chambers/Jacoby
NC SECU
5323.
$200.00 GP
12/23/2014 W. Wayne Holden
Wilbur and Cecil Holden, major permit
Wachovia
2394
$100.00 renewal fee, MP 77
12i30/2014 Logan Marine LLC
Porter's Neck Property Investments_, LLC
Corning Federal Credit Union
1144
$200.00 GP 65074D
12/31/2014 Grice Construction of Brunswick Co
Snow, Mueller, and Stone
- -
BB&T
-
10045
_$600.00 GP 65048D (S1$20(
GP 65047D @$20(
GP 65046D @$20(
12/31/2014 HS Construction, LLC --
Kevin Pless_
BB&T
1158
$200 00 GP 65049D
1/5/2015IWestem Union Money Order, Brandon Grimes I Brian Forehand (see 1e
1l5/2015'The
North Carolina Coastal Federation
same
1 /6/2015
F and S Marine Contractors Inc.
Cliff Benson
1/6/2015
Pink Associates, Inc.
Michael Petrillo
1/7/2015
Maritime Coastal Construction LLC
Michael Bur_kitt
1/9/2015
TimAmW Ocean Isle Beach
same
1/9/2015
F and S Marine Contractors Inc.
Doug Foster
1/9/2015
Will Clarence Ric-ardsoNRichardson Constructic John Santini
1/9/2015
Carolina Marine Dredging_ Inc
Lisa Weeks
1/12/2015
Town of Sunset Beach
same
1/12/2015 Backwater Marine Construction
1/12/2015 Stuart and Jessarela Gans same
1/12/2015,5&ME CFPUA sewer line
1/120015 S&ME CFPUA waterline
-: - -- - -- .. --- - - --r
--- - - - - - - -- - -- --1 - --- -- -
`or add'I $200 MO) Wells Fargo Bank 17-135019696
First Citizens Bank_
15883
PNC Bank
4247
Wachovia
8551
First Community Bank
1581
Branch Banking it Trust Co.
68021
PNC Bank
4252
5902
First Bank
1077
First Citizens Bank
13187
BB&T
1772
Charles Schwab Bank
3003
B of A
4747
B of A
4748
- $400.001GP 52464D reissue
$475.00MP Stump Sound t
$250.00 MP fee, NHCo
$2ob.00 GP 6507OD
$400.00 GP 64062D
$100.00 minorfee, OIB 154
$250.00 major fee, 26 Pipet
$200.00 GP 65050D
$260.00 GP 6W80D
$200.00 GP f_or park-
$200.00
$400.00 GP 65083D
$400.00 GP 65081 D
$400.00 GP 65082D

ICDivision of Coastal Mgt. Habitat impact Computer Sheet
pplicant: CG1�JL
�� Aole l%f%11f Permit*
ate:
escribe below the HABITAT disturbances for the application. All values should match the name, and units of measuremer
>und in your Habitat code sheet.
abitat 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 amount
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated fin
disturbance.
Excludes any
restoration and
temp impact
amount)
5
Other
Dredge El Fill ❑ Both El_
< ���
1-e_T1_7
�46
Dredge ElFill ElBoth [I 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 ❑

•
January 9, 2015
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Attention: Mr. Robb Mairs
Reference: Coastal Area Management Act General Permit for
Subaqueous Utility Line Crossing
12-Inch Sanitary Sewer Line
Northeast Cape Fear River
Wilmington, North Carolina
S&ME Project No. 1306-14-029
Dear Mr. Mairs:
S&ME, Inc. is submitting this application for a Coastal Area Management Act (CAMA)
General Permits for Subaqueous Utility Line Crossing of the Northeast Cape Fear River
south of the Isabell Holmes Memorial Bridge. The following documents have been attached
for your review:
• Project narrative
• Agent Authorization form
• Easement approval from the NC State Property Office
• Plan and profile view drawings of the crossings
• Certified mail receipts
• Check for $400.00 made to NCDENR
Please contact us if you have any questions regarding the information package.
Sincerely,
S&ME, Inc.
q�— M��
Paul Masten, L.S.S.
Proiect Manaeer
RECEIVED
DCM WILMINGTON,

AGENT AUTHORIZATION FORM
Date: July 21, 2014
Project Information
S&ME Project Name: 12-Inch Sanitary Sewer Line
Type of Project: Wetlands and Waters of the U.S. Delineation and
USACE & NCDENR Permitting Services
Location: Wilmington, New Hanover County, North Carolina
Property Owner/Representative Information
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.
Contact:
Agent Information
Business Name:
Street Address:
City, State, Zip Code:
Telephone No.
Contact:
Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
910-332-6550
Mr. Frank Styers
S&ME, Inc.
3006 Hall Waters Drive, Suite 100
Wilmington, NC 28405
910-799-9945
Mr. Paul Masten pmasten(@smeinc.com
r
Authorization: I 6 on behalf of
(Contact Signature)
r r0 0 hereby authorize
(Name of Landowner or Representative)
S&ME to act as agent with the USACE and NCDENR in

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Cape Fear Public Utility Authority
PERMIT #:
WQ0037494
PROJECT:
NE Cape Fear Bored Sewer Force Mains OPTION: 1 OPTION 2:
ISSUE DATE:
January S, 2015
COUNTY:
New Hanover
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
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
required documentation to the Wilmington Regional Supervisor, Water Quality Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of 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
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEERS CERTIFICATION
1 J as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, D full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
........................._....................... ................. _...................,
North Carolina Professional Engineer's Seal w/signature & date
t }
❑ Final ❑ Partial
t
i

b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken 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.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
Per 15A NCAC 2T.0116, 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 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/Covenants/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. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and 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.
One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, and 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
- - ia-ar in writton ziimman/ fnrm

LT-1 WYWI
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STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
CFPUA
New Hanover County
for the construction and future operation of a force main on one of two design options:
Option 1: Two 8-inch force mains approximately 1,525 linear feet in length each
Option 2: One 12-inch force main approximately 1,525 linear feet in length
as part of the NE Cape Fear Bored Sewer Force Mains project associated the larger Flemington Area
Water Supply project with future wastewater flow discharged into the CFPUA's existing sewerage
system pursuant to the application received December 3, 2014 and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria 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 Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit Number: WQ0037494
Issued Today: January 8, 2015
for Th&lna) A. Reeder, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
by lames H. Gregson

CFPUA
Permit No. WQ0037494
It shall be responsibility of the CFPUA 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory 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 150E 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.
If you need additional information concerning this matter, please contact Dean Hunkele at (910) 796-
7215 or via e-mail [e-mail].
Si cerely,7 [
�l " C-�'�t
for homas A. Reeder, Director
Division of Water Resources, NCDENR
by lames H. Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Cc: Keith Proffit, Black & Veatch - Charlotte
WIRO, Water Quality Section — Wilmington Northside (NC0023965) Sewer Ext. File
Central Files, Water Quality Section
Michael Leggett, PERCS Unit (via email)

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