WQ0032375_Modification_20191212

ROY COOPER
Governor
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
December 12, 2019
William L. Pinnix, P.E., Director of Engineering
Brunswick County
P.O. Box 249
Bolivia, NC 28422
Subject: Permit No. WQ0032375 Modification
Brunswick County
The Bluffs on the Cape Fear—Phase 5
Wastewater Collection System Extension Permit
Brunswick County
Dear Mr. Pinnix:
In accordance with your application received June 27,2019,and additional information received on October 1,
2019 and December 10,2019,we are forwarding herewith Permit No.WQ0032375,dated December 12,2019,
to Brunswick County (Permittee) 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rescinded,shall void Permit No.WQ0032375 issued November 30,2009,and shall be subject to the conditions
and limitations as specified therein.This cover letter and supplement shall be considered a part of this permit
and are therefore incorporated therein by reference.
This modification adds approximately 507 linear feet of 1.5-inch pressure sewer,approximately 1,612 linear
feet of 2-inch pressure sewer, and approximately 1,605 linear feet of 3-inch pressure sewer, as well as 57
simplex grinder pump stations and one duplex grinder pump station.
Please pay particular attention to the following conditions contained within this permit:
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 11.7: 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. Permit modifications
are required for any changes resulting in non-compliance with this permit,regulations,or
the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee 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.
D North Carolina Department of Environmental Quality I Division of Water Resources
Q 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
RJO IH G/31CxUN,,
o.p.m.dabwk. mmo.; 919.707.9000

Brunswick County
Permit No.WQ0032375 Modification
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 Christyn Fertenbaugh, P.E. at(919)
707-3625 or via e-mail at [e-mail].
Sincerely,
for Linda Culpeppe
Director, Division of Water Resources
by Christyn L. Fertenbaugh, P.E.
Pretreatment, Emergency Response, Collection System Unit
cc: Craig D. Nursey, P.E., McKim &Creed ([e-mail])
Wilmington Regional Office,Water Quality Section Regional Operations
Water Resources Central Files:WQ0032375
PERCS(electronic copy)
Page 2 of 10

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NORTH CAROLINA
Environmental Quality
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
Brunswick County
for the construction and operation of an 11 gallons per minute pump station(total of 500 gallons per day)with
duplex grinder pumps and on-site audible and visual high water alarms with approximately 85 linear feet of 2-
inch pressure sewer;and approximately 507 linear feet of 1.5-inch pressure sewer,approximately 1,527 linear
feet of 2-inch pressure sewer, and approximately 1,605 linear feet of 3-inch pressure sewer, as well as 57
simplex grinder pump stations with on-site audible and visual high water alarms and associated pressure
laterals,serving 57(3-bedroom)single family residential units and the Riverfront Park Amenity area;as part of
The Bluffs on the Cape Fear Phase 5, and the discharge of 12,470 gallons per day of collected domestic
wastewater into Brunswick County's existing sewerage system, pursuant to the application received June 27,
2019,and additional information received on October 1,2019 and December 10, 2019,and in conformity with
the project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
Phase 4(issued November 30,2009):
Continued construction and operation of approximately 2,829 linear feet of 2-inch pressure sewer and
approximately 3,548 linear feet of 3-inch pressure sewer; as well as 101 simplex grinder pump stations with
on-site audible and visual high water alarms,serving 101 single family residential units as part of The Bluffs on
the Cape Fear Phase 4,and the discharge of 36,360 GPD of collected wastewater into the Northeast Brunswick
County Regional WWTF, pursuance to the express permit application received March 3,2009,and subsequent
additional information received by the Division, and in conformity with the project plans, specifications, and
other supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
Phase 3(issued February 9,2009):
Continued construction and operation of approximately 4,116 linear feet of 2-inch pressure sewer,
approximately 1,439 linear feet of 3-inch pressure sewer,and approximately 519 linear feet of 4-inch pressure
sewer; as well as 92 simplex grinder pump stations with on-site audible and visual high water alarms, serving
92 single family residential units as part of The Bluffs on the Cape Fear Phase 3, and the discharge of 33,120
GPD of collected wastewater into the Northeast Brunswick County Regional WWTF, pursuance to the express
permit application received August 15, 2008, and subsequent additional information received by the Division,
and in conformity with the project plans, specifications, and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
Phase 2A(issued June 28,2008):
Continued construction and operation of approximately 3,907 linear feet of 2-inch pressure sewer,
approximately 2,215 linear feet of 3-inch pressure sewer, and approximately 1,523 linear feet of 4-inch
pressure sewer;as well as 125 simplex grinder pump stations with on-site audible and visual high water alarms,
serving 125 single family residential units as part of The Bluffs on the Cape Fear Phase 4, and the discharge of
36,360 GPD of collected wastewater into the Northeast Brunswick County Regional WWTF, pursuance to the
express permit application received March 3, 2009, and subsequent additional information received by the
Page 3 of 10

Division,and in conformity with the project plans,specifications,and other supporting data subsequently filed
and approved by the Department of Environmental Quality and considered a part of this permit.
Phase 2(issued March 13,2008):
Continued construction and operation of a duplex pump station with on-site audible and visual high water
alarms, an auto dialer, and back up portable generator serving the clubhouse; and approximately 123 linear
feet of 1.5-inch pressure sewer, approximately 966 linear feet of 2-inch pressure sewer, approximately 1,350
linear feet of 3-inch pressure sewer, approximately 1,494 linear feet of 4-inch pressure sewer, and
approximately 195 linear feet of 6-inch pressure sewer, as well as 88 simplex grinder pump stations with on-
site audible and visual high water alarms,serving 88 single family residential units;as part of The Bluffs on the
Cape Fear Phase 2, and the discharge of 33,380 GPD of collected wastewater into the Northeast Brunswick
County Regional WWTF, pursuance to the express permit application received February 6, 2008, and
subsequent additional information received by the Division, and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
Phase 1A(issued February 4,2008):
Continued construction and operation of approximately 670 linear feet of 1.5-inch pressure sewer,
approximately 4,050 linear feet of 2-inch pressure sewer, and approximately 2,995 linear feet of 6-inch
pressure sewer;as well as 104 simplex grinder pump stations with on-site audible and visual high water alarms,
serving 104 single family residential units as part of The Bluffs on the Cape Fear Phase 1A,and the discharge of
37,440 GPD of collected wastewater into the Northeast Brunswick County Regional WWTF, pursuance to the
express permit application received January 23, 2008, and subsequent additional information received by the
Division,and in conformity with the project plans,specifications, and other supporting data subsequently filed
and approved by the Department of Environmental Quality and considered a part of this permit.
Phase 1B(issued February 4,2008):
Continued construction and operation of approximately 665 linear feet of 1.5-inch pressure sewer,
approximately 2,940 linear feet of 2-inch pressure sewer, approximately 2,100 linear feet of 3-inch pressure
sewer, and approximately 3,000 linear feet of 6-inch pressure sewer; as well as 80 simplex grinder pump
stations with on-site audible and visual high water alarms, serving 80 single family residential units as part of
The Bluffs on the Cape Fear Phase 1B, and the discharge of 28,800 GPD of collected wastewater into the
Northeast Brunswick County Regional WWTF, pursuance to the express permit application received January
23, 2008, and subsequent additional information received by the Division, and in conformity with the project
plans, specifications, and other supporting data subsequently filed and approved by the Department of
Environmental Quality 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 limitation fined therein.
for Linda Culpeppe
Director, Division Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0032375 Modification
Permit Issued: December 12,2019
Treatment Facility: Northeast Brunswick Regional WWTP(NC0086819)
Page 4 of 10

SUPPLEMENT TO PERM
IT COVER SHEET
The Permittee is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A
NCAC 2T;the Division's 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.
I. SPECIAL CONDITIONS
1. For the duplex pump station permitted herein,serving the Riverfront Amenity Park area,the following
requirements shall be met in accordance with the provision for alternative designs under 15A NCAC
02T.0105(n) and Brunswick County's previously approved blanket variance for limited flow duplex pump
stations:
a. Pump Stations shall:
i. Meet the pump reliability requirement per 1SA NCAC 02T.0305(h)(1), (meet peak flow with
largest pump out of service).
ii. Provide 24-hours'worth of wastewater storage(installed or upgraded).
iii. Install/maintain alarms per 15A NCAC 02T.0305(h)(1)(F) in an area that is noticeable to the
general public or onsite staff.
iv. Install/maintain signage per 15A NCAC 02T.0305(h)(2).
v. Provide a lift-out chain for each pump such that a single pump can be removed while the other
remains in service, per Part 3.05(B)(3)(a) of the Minimum Design Criteria for Pump Stations
and Force Mains.
b. In accordance with the provision for alternative design covered under 15A NCAC 02T.0105(n),
facilities meeting the above conditions are exempt from:
i. Requirement to install a standby power source or pump per 15A NCAC 02T.0305(h)(1)(B).
ii. Requirement to install/maintain a telemetry system per 15A NCAC 02T.0305(h)(1)(E).
iii. Requirement to inspect these facilities every day per 15A NCAC 02T.0305(a)(4) and
WQCS00284 (Condition V.2), however still required to inspect the facility at least once per
week.
iv. Requirement to provide each pump with a guide rail or cable system, per Part 3.05(B)(3)(a)of
the Minimum Design Criteria for Pump Stations and Force Mains.
v. Requirement to install the check valve in the horizontal position unless the valve is of a ball
check type, per Part 3.04(A)(2)(a)(ii) of the Minimum Design Criteria for Pump Stations and
Force Mains.
Page 5 of 10

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. [15A NCAC 02T.0305(h)(2)]
3. The Permittee shall be responsible for all individual pumps, tanks, service laterals and main lines as
permitted. This does not prohibit the Permittee from entering into a service agreement with another
entity for maintenance or operation of these units, however, the Permittee shall be responsible for
correcting any environmental or public health problem with the system. [15A NCAC 02T.0304(c)]
4. The Permittee shall maintain on hand for immediate installation an adequate supply of spare, fully
operational pump units of each type used in the system. [15A NCAC 02T.0305(h)]
Page 6 of 10

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. [15A NCAC 02T.0104;G.S. 143-215.1(d3)]
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. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110]
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 02T.0403. If an individual permit is not required,
the following performance criteria shall be met:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and to prevent any contravention of groundwater standards or surface water
standards.
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.
Page 7 of 10

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(910)796-7215,as soon as possible,but in no case more than 24 hours,following
the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure,due to known or unknown reasons,that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage
or breakage,etc.; or
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 [phone]. 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. [G.S. 143-215.1C(a1)]
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. [15A NCAC 02T.0108(b)]
7. 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:
Page 8 of 10

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.
b. 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 but not limited to pipe length changes 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.
[15A NCAC 02T.0116]
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. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities. [15A NCAC 02T.0116]
10. 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. [15A NCAC 02T.0108(b-c)]
11. 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. [15A NCAC 02T
.0110; 15A NCAC 02T.0108(b)]
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 the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which maybe required by the
Division or any other Federal,State,of Local government agencies. [G.S.143-215.1(b)]
13. The Permittee shall provide for the pump station and force main the following items:
a. Pump Station Reliability [15A NCAC 02T.0305(h)(1)]:
Page 9 of 10

1. Pump stations,except when exempted by Subparagraph(j)(2)of 15A NCAC 02T.0305,shall be
designed with multiple pumps such that peak flow can be pumped with the largest pump out
of service.
2. A standby power source or pump is required at all pump stations except for those pump
stations subject to Subparagraph (j)(2) of 15A NCAC 02T.0305. Controls shall be provided to
automatically activate the standby source and signal an alarm condition.
3. As an alternative to Part (c) for pump stations with an average daily design flow less than
15,000 gallons per day as calculated using 15A NCAC 02T.0114, a portable power source or
pumping capability may be utilized. It shall be demonstrated to the Division that the portable
source is owned or contracted by the permittee and is compatible with the station. If the
portable power source or pump is dedicated to multiple pump stations, an evaluation of all
the pump stations'storage capacities and the rotation schedule of the portable power source
or pump,including travel timeframes,shall be provided in the case of a multiple station power
outage.
4. As an alternative to Part (ii) for pump or vacuum stations connecting a single building to an
alternative sewer system,wet well storage requirements shall be documented to provide 24-
hours'worth of wastewater storage or,exceed the greatest power outage over the last three
years or the documented response time to replace a failed pump, whichever is greater.
Documentation shall be required pursuant to the permit application.
b. All pump stations designed for two pumps or more shall have a telemetry system to provide remote
notification of a problem condition to include power failure and high water alarm. [15A NCAC 02T
.0305(h)(1)(E)]
c. High water audio and visual alarm. [15A NCAC 02T.0305(h)(1)(F)]
d. Pump stations shall have a permanent weatherproof sign stating the pump station identifier, 24-hour
emergency number and instructions to call in case of emergency. Simplex pump or vacuum stations
serving a single-family residence shall have a placard or sticker placed inside the control panel with a
24-hour emergency contact number. [15A NCAC 02T.0305(h)(2)]
e. Screened vents for all wet wells. [15A NCAC 02T.0305(h)(3)]
f. The public shall be restricted access to the site and equipment. [15A NCAC 02T.0305(h)(4)]
g. Air relief valves shall be provided at all high points along force mains where the vertical distance
exceeds ten feet. [15A NCAC 02T.0305(h)(5)]
Page 10 of 10

ENGINEERING CERTIFICATION
Permittee: Brunswick County Issue Date: December 12,2019
Permit No: WQ0032375 Modification County: Brunswick
Project: The Bluffs at Cape Fear Phase 5
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,which includes:
• 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.
Permit modifications are required for any changes resulting in non-compliance with this permit. A detailed
description for partial certifications should be attached to this form along with any certification comments.
Certification should be submitted in a manner that documents the Division's receipt. The Permittee is responsible
for tracking all partial certifications up until a final certification is received.
PERMITTEE'S CERTIFICATION
I, 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
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ 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 following construction: an 11 gallons per minute pump station with
duplex grinder pumps and on-site audible and visual high water alarms with approximately 85 linear feet of 2-inch
pressure sewer; and approximately 507 linear feet of 1.5-inch pressure sewer, approximately 1,527 linear feet of
2-inch pressure sewer, and approximately 1,605 linear feet of 3-inch pressure sewer, as well as 57 simplex grinder
pump stations with on-site audible and visual high water alarms and associated pressure laterals, serving 57
(3-bedroom) single family residential units and the Riverfront Park Amenity area; as part of The Bluffs on the Cape
Fear Phase 5, and in conformity with the project plans, specifications, supporting documents, and design criteria
subsequently filed and approved. I certify that the construction of the above referenced project was observed to be
built within substantial compliance and intent of the approved plans and specifications.
North Carolina Professional Engineer's Seal w/signature&date:
❑ Final ❑ Partial(include description)
Send the Completed Form&Supporting Documentation to the Following Address:
DWR WATER QUALITY PERMITTING SECTION
WASTEWATER BRANCH—PERCS UNIT
1617 Mail Service Center
Raleigh,NC 27699