WQ0030883_Permit (Issuance)_20061027

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Linwood Jones, Vice President
Deuce Investments, Inc.
P.O. Box 595
Selma, NC 27577-0595
Dear Mr. Jones:
Y William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
October 27, 2006
Subject: Permit No. WQ0030883
Deuce Investments, Inc.
Majestic Oaks Subdivision Collection System
Wastewater Collection System Extension
Pender County
In accordance with your application received October 6, 2006, we are forwarding
herewith Permit No. WQ0030883, dated October 27, 2006, to Deuce Investments, Inc. 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shall be effective from the date of issuance until rescinded and shall be subject to the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. This permit shall not be
transferable per Condition 4.
By copy of this permit, the Pender County Building Inspections Department is hereby notified
that building or occupancy permits shall only be issued for the 113 residences as part of the
Majestic Oaks Subdivision project until a modified permit is issued by the Division indicating
additional connections. In addition, no certificates of occupancy are to be granted prior to
the submittal of a sealed engineer's certification per Condition 6 and Condition 15 of this
permit.
Please pay particular attention to Condition 15 requiring that the wastewater treatment
8 disposal facility be constructed, receive a start-up inspection, and the engineering
certification has been submitted to the Division prior to certification and operation of the sewer
system permitted herein.
Please note the following standard conditions that are contained in this permit.
Condition 3: 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.
Wilmington Regional Office One
127 Cardinal Drive Extension Wilmington, NC 28405 NorthCarolina
Phone: [phone] /FAX: [phone] Naturally
Internet: www.ncvvateraualitv.=
An Equal Opportunity/Affirmative Action Employer Customer Service 1-877-623-6748
50% Recycled/10% Post Consumer Paper

Deuce Investments, Inc.
WQ0030883
Page 2
Condition 6: Requires that the system be certified upon completion of construction
and prior to being placed into operation. Please note that if an
Operational Agreement accompanies this permit, then a copy of the
Articles of Incorporation, Declarations, and Bylaws that have been
appropriately filed shall be submitted with the engineer's certification prior
to operation.
Condition 9: 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 12: Regarding Division notification 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.
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
named in the application. It shall be the Permittee's responsibility 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.
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 Deuce Investments, Inc, for the construction and operation of
approximately 9,610 linear feet of 8-inch gravity sewer; a 140-gallon per minute pump station
(#1), a 78-gallon per minute pump station (#2), a 85-gallon per minute pump station (#3),
and a 75-gallon per minute pump station (#4) all equipped with duplex pumps, on -site
audible and visual high water alarms, telemetry, and on -site generators with automatic
transfer switches; as well as approximately 5,705 linear feet of 3-inch force main to serve 79
four -bedroom and 34 three -bedroom residences as part of the Majestic Oaks Subdivision
project, and the discharge of 50,160 gallons per day of collected domestic wastewater into
Deuce Investments, Inc.'s existing sewerage system, pursuant to the application received
October 6, 2006 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.

Deuce Investments, Inc.
W Q0030883
Page 3
The sewage and wastewater collected by this system shall be treated in the Majestic
Oaks Wastewater Treatment Facility (Permit No. WQ0030883) prior to being land applied by
spray irrigation.
The Operational Agreement between Deuce Investments, Inc. and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this
permit. Noncompliance with the terms of the Operational Agreement shall subject the
Permittee to all sanctions provided by North Carolina General Statutes § 143-215.6A to § 143-
215.6C for violation of or failure to act in accordance with the terms and conditions of this
permit. A copy of the Articles of Incorporation, Declarations, and Bylaws that have been
appropriately filed shall be submitted with the engineer's certification prior to operation.
A stormwater management plan shall be submitted to and approved by the
Wilmington Regional Office in accordance with 15A NCAC 2H .1000.
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 [phone],
Since
9
for Alan W. Klimek, P.E.
Attachment: Operational Agreement
Cc: Joseph Hill, Joseph Hill & Associates
Ren Holt, Pender County Building Inspections Department f�
WIRO, Surface Water Protection -- Majestic Oaks (WQ0030088) 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
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following 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 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.
2. This permit shall be effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. 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:
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, spare 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. Nigh -priority sewer lines shall be inspected by the Permittee or its representative at
least once per every six-month period of time.
f. 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), and public notice shall be provided as
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 means to require grease interceptors for new construction and retrofit, if 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 -paragraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.
Documentation shall be kept on file for Sections (a.) through (i.) of this rule for a
minimum of three (3) years with the exception of the map, which shall be maintained
for the life of the system.
4. 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.
5. 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.
6. 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. If the permit is issued to a private entity with an
Operational Agreement, then a copy of the Articles of Incorporation, Declarations, and
Bylaws that have been appropriately filed shall be submitted with the certification.
7. 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.
8. 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.

9. 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.
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 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 NCGO10000, and
any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
12. Noncompliance 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 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (800) 858-
0368 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 11 of Form CS-
SSO (or the most current Division approved form) can also be completed to show that the
SSO was beyond control.
13. Each pump station including simplex stations shall be clearly and conspicuously posted
with the telephone number and name of the owner/operator of the sewer system and
instructions to call the number in the event of alarm activation.

14. 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,
b. An air relief valve located at all high points along the force main,
C. A screened vent for the wetwell,
d. Fillets located in the wetwell at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where
three feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
15. No wastewater flow shall be made tributary to the subject sanitary sewer system until the
wastewater treatment facility (permit number WQ0030088) is constructed, operational,
and the Division of Water Quality has received the engineer's certification.
Permit issued this day: October 27, 2006
NORTH CAROLEi*?VIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030088

Fast Track Enaineerina Certification
PERMIT NO. WQ0030088
Majestic Oaks Subdivision Collection System
October 27, 2006
Pander County
CERTIFICATION: This project shall not be considered complete nor allowed to operate until the Division has
received this Engineer's Certification and all required supporting documentation. Consequently, the PERMITTEE
should submit this certification in a manner that documents proof -of -receipt by the Division.
Complete and submit this unmodified form to the permit issuing regional office with the following
• One originally sealed/signed set of the project 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, and other utilities including water lines, stormwater systems, etc.
• One originally sealed/signed set 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 under this
permit
• 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 this 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 total pipe length increase of 10% or greater, increased flow, or 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.
ENGINEER'S CERTIFICATION
❑ Final ❑ Partial
Comments:
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 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 Quality's (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
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
REGIONAL SUPERVISOR
SURFACE WATER PROTECTION SECTION
DIVISION OF WATER QUALITY
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405-3845
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. 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 Permitlee to appropriate enforcement actions.

STATE OF NORTH CARO(LINA
COUNTY OF �y,, s ,—
Permit No. �' ' C o u M
DEVELOPERS OPERATIONAL AGREEMENT
th- d
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this c�r� ✓ day of
C i "__ — Z -L- 6, , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
I. The DEVELOPER is the owner of the certain lands lying inA r f„ County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as �' � --=;r/ c (:� /� � _S -!�� , � i 4 i� � (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Enter Proposed Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the pennit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPERSs successor.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a perinit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE VIRONMENTAL-DEOC-C_ ztJ VCSThIE�_S5Zh%C
MANA MENT COMMISSION Name of DEVELOPER
Alan limek, P.F Director (Signature)
Division of Water Quality
Zlqwoop
Print Name and Title
/O'O!o
(Date) (Date)

FAST -TRACK APPLICATION for GRAVITY JEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: 1 1 f p a
(to be completed by DWQ)
1.
Owner.
la.
Deuce Investments, Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1 b.
Mr. Linwood Jones, Vice President
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corporation ❑ Other (specify):
O
1d.
Post Office Box 595
le. Selma
ZMailing
Address
City
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NC
1g. 27577
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State
Zip Code
1h.
910-270-8617 ti. 91D-270-8619
1j. whupdawqCbellsouth.not t«�
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Telephone Facsimile
E-mail
02.
Project (Facility) Information:
OCT 0 6 ��ph
J
2a.
Majestic Oaks Subdivision
2b. Pender j
dBrief
Project Name (permit wilt refer to this name)
County Where Project'
Q
3.
Contact Person:
Q
3a.
Joseph S. Hill, Jr. P.E.
Name and Affiliation of Someone Who Can Answer Questions
About this Application
3b.
910-799-1544
3c. [e-mail]
Phone Number
E-mail
1.
Project is ® New ❑ Modification (of an existing permit)
If Modification, Permit No.:
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For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church., single office, etc.) or ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ® Homeowner Assoc./Developer (Instruction IV)
® Selling units (lots, townhomes, etc. - go to Item 8(2b))
Owner
4a. Majestic Oaks
Name of W WTF
Owner of Downstream Sewer F
6. The origin of this wastewater is
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
Facility
Wastewater From This Project
LJ Gravity
Size ❑ Force Main
all that apply):
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
WWTF Permit No.
Permit Number of Downstream Sewer
100 % Domestic/Commercial
7. Volume of wastewater to be allocated for this particular project: 50160 gallons per day
'Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
• Industrial
• Other (specify):

FAST -TRACK APPLICATION for GRAVITY SEWER'S, PUMP STATIONS, AND FORCE MAINS PAGE 4
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(l)(3).
113 lots total: 79 lots @ 4 bedrooms and 34 lots @ 3 bedrooms = 50,160 GPD
(ea 12o GPD I bedroom)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
8" PVC
9490
8" DIP
120
3" PVC
5685
3" DIP
20
ENTER TOTAL LINE LENGTH IN MILES 2.9
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Force Main
Force Main
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator whelemetry; 4-wet well storage)
1 0.065 140 @ 31' 2
2 0.012 78 @ 55' 2
3 0.037 85 @ 5T 2
4 0.022 75 @ 56' 2
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ NIA
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines vnll be considered hioh odOft and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ® S r @ 0.40 °Io
Be aware that the Division will not accept installed lines more than 10% Matter than the minimum slope. Lines installed outside this tolerance should be
mnected prior to submitting the final engineering certification..

FAST : RACK'A('PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets a:
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
0 ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slop,
Qwaterbody; AND,-
() ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
NLocation ID on Map
Q (self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) _ Waterbody County River Basin Index Classification
V S Mill Creek Pander Intracoastal 18-87-7 SA-HQW
Q
LU
vi
I
lJ
1. Applicant's Certification
1, LINWOOD JONES, attest that this application for MAJESTIC OAKS SUBDIVISION
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, of
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as well as civil penalties up to $25,000 per violation.
la. 3 r
Signin icial Signature Date
2. Professional Engineer's Certification:
O I attest that this application for MAJESTIC OAKS SUBDIVISION has been reviewed by me
and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
1— supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
Q design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
U Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
LL Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
N Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
IX materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
LLI the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
U knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
Q misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a. Joseph S. Hill, Jr.. P.E.
C A q !:
Professional Engineer Name
2b. Joseph S. Hill Jr and Associates ; y •,
Engineering Firm
7
2c. 1602 Harbour Drive t ?98? s J
Mailing Address
2d. Wilmington 2e. NC 2f. 28401 ;,�Fp......••
City State Zip ''•, 3 a
2g. 910-799-1544 2h. 910-799-8188 2i. [e-mail] P zG�o6
Telephone Facsimile E-mail Seal, Signature & Date _

State of North Carolina
Department of Environment and Natural Resources
Division of Water Qualit7•
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MA)' BE. PHOTOCOPIED FOR USE AS AN ORIGINAL/
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located. you arc required to
submit this form. with )terns 1 through S completed- to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submitted of the application for review. At a minimum, you must
include an 8.5" by I1" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslupe of the project, you must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map cop). If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until the. appropriate regional office completes
this form.
1. Applicant's name (name of the municipality. corporation. individual. etc.): 17eucx- Zny63T e 65 �c,
2. Name and complete address of applicant: Mr. I w o Tows t d• P } '� tv> i�sa Si'nry 44.y—T f -
City: ;P.l rma State: N C Zip: 7- 15'77
Telephone number. (g10J 290 - 66 VI Facsimile number: ( 0110 2'10 - A6l i
3. Project name (name of the subdivision, facility or establishment, etc.): .
Mttdn:!�rtic, OAV6 Sv6divi5toh
4. County where project is located: Q ¢!
5. Name(s)ofclosest surfacewaters: t�rLL rire2k (5A-NQ
h. River basinis) in which the project is located: ' AP r
7. Topographic map name and date: HAM sreAn 1970
S. North Carolina Professional Engineer's seal, signature, and date' c C, �„•-e.,� A •,•
SICa1.y
L
tf °i:t
J .e
mar
' fir'•.• ilk
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR v •':.� n '
Please provide me with the classifications) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached
//map segment:
Name(s) of surface waters and river basin(s): 19t�� C..ree� CUC C f )\ yam-
Classification(s) (as established by the EMC): _ _ Si — �-} Qt.1
Proposed classification(s). if applicable:
River basin buffer rules, if applicable:
�A
Signature of regional office personnel: v ^�^-' ' 9 Datc.
FORM: WSCA 11/05 Page I of 2

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