wq0028587_Permit (Modification)_20071012

Department of Environment and Natural Resources
Division of Water Quality
r' WAT
Easley, Governor
William Farris, Town Manager
Town of Leland
102 Town Hall Drive
Leland, NC 28451
Subject: Permit No. WQ0028587 MODIFICATION
Town of Leland
Brunswick Forest Sewer
Wastewater Collection System Extension
Brunswick County
Dear Mr. Farris:
In accordance with your application received September 18,, 2007, we are forwarding herewith Permit
No. WQ0028587, dated October 12, 2007, to the Town of Leland for the construction and oweration
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from the date of issuance until rescinded, shall void Permit No. WQ0028587 issued September 7, 2007,
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 modification adds approximately 1,774 linear feet of 8-inch gravity sewer to serve 72 residences in
Phase 1 Section 2 Village 4-A with an additional 24,720 gallons per day of flow allocation. In addition, it
reduces the reserve allocation by 150 gallons per day for a garden center.
By copy of this permit, the Town of Leland Building Inspections Department is advised that, no
certificates of occupancy are to be granted prior to the submittal of a sealed engineer's certification
per Condition 6 of this permit.
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.
Condition 6: Requires that the system be properly certified upon completion of construction
and prior to being placed into operation.
Condition 7: Regarding the installation of gravity sewer at greater than ten percent below the
minimum required slope per the Division's Gravity Sewer Minimum Design Criteria
shall not be acceptable and shall not be certified until corrected.
Wilmington Regional Office one
127 Cardinal Drive Extension Wilmington, NC 28405 NorthCarohna
Phone: [phone] / FAX: [phone] v ,
Internet: www.ncwaterquality.org atural&
An Equal Opportunity/Affirmative Action Employer
50% Recycled/10% Post Consumer Paper
Customer Service 1-877-623-6748

Town of Leland
W Q0028587
October 12, 2007
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 Town of Leland'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.
This permit shall become voidable unless the agreement between the Town of Leland and Brunswick
County for the collection and final treatment of wastewater is in full force and effect.
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 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Dean Hunkele at (910) 796-
7215.
Si cerely,
for Coleen H. Sullins
Cc: David Hollis, Hanover Design Services
Tim Evans, Town of Leland Building Inspections Department
Jerry Pierce, Brunswick County Public Utilities
WIRO, Surface Water Protection -- NE Brunswick Regional (NC0086819) Sewer Ext. File
Central Files, Surface Water Protection Section
Pretreatment, Emergency Response and Collection Systems Unit Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, other applicable Laws, Rules, and Regulations, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and 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;
PERMISSION IS HEREBY GRANTED TO:
TOWN OF LELAND
BRUNSWICK COUNTY
For the construction and operation upon certification of approximately 1,174 linear feet of 8-inch gravity
sewer to serve 62 three -bedroom and 10 two -bedroom residences as part of the Phase 1 Section 2
Village 4-A project, and the discharge of 24,720 gallons per day of collected domestic wastewater into
the Town of Leland's existing sewerage system, pursuant to the application received September 18,
2007.
AND
The continued construction and operation upon certification OR operation of the sewer infrastructure as
described below and previously permitted 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 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:
September 7 2007 Modification
Construction and operation upon certification of approximately 2,952 linear'feet of 8-inch gravity sewer
to serve 72 three -bedroom residences as part of the Phase 1 Section 2 Village 1-A project, and the
discharge of 25,920 gallons per day of collected domestic wastewater into the Town of Leland's existing
sewerage system, pursuant to the application received July 25, 2007.
June 8, 2007 Modification
Construction and operation upon certification of approximately 1,393 linear feet of 8-inch gravity sewer
to serve Lots 1 & 2 for a bank with 10 employees (250 gpd) and an unspecified development on the
other (will require allocation to be added prior to connection) as part of the East Village Commercial
Center project, and the discharge of 250 gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received May 16, 2007;

April 13, 2007 Modification
Construction and operation upon certification of approximately 5,126 linear feet of 8-inch gravity sewer
to serve 56 three -bedroom single-family residences and 30 three -bedroom & 30 two -bedroom
townhomes as part of the Brunswick Forest Phase 6 Sections 1-B & 2 project, and the discharge of
38,610 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage
system, pursuant to the application received March 9, 2007.
December 22, 2006 Modification
Construction and operation upon certification of approximately 13,874 linear feet of 8-inch gravity
sewer; a 387-gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, telemetry, and on -site generator with automatic transfer switch; as well as approximately 3,520
linear feet of 6-inch force main to serve 193 three -bedroom residences as part of the Brunswick Forest
Phase 1 Section 2 project, and the discharge of 69,480 gallons per day of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant to the application received
December 1, 2006.
October 27, 2006 Modification
Continued operation of approximately 1,008 linear feet of 8-inch gravity sewer to serve future
development including a sales center & wellness facility in Brunswick Forest Phase 6 Section 1-A as part
of the Brunswick Forest project and the discharge of 800 gallons per day of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant to the application received
September 15, 2006. This system was certified as complete on June 15, 2007.
May 26, 2006 Modification
Continued operation of approximately 5,926 linear feet of 8-inch gravity sewer; a 380-gallon per minute
pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and on -site
generator with automatic transfer switch; as well as approximately 3,915 (increased from 2,821 feet per
modification issued November 3, 2006) linear feet of 6-inch force main to serve 149 three -bedroom
residences as part of the Jefferson Landing at Brunswick Forest Phase 2 (aka Phase 1 Section 1-B)
project, and the discharge of 53,640 gallons per day of collected domestic wastewater into the Town of
Leland's existing sewerage system, pursuant to the application originally received April 24, 2006 and
subsequent modification request received September 25, 2006. This system was certified as complete
on March 27, 2007.
April.7, 2006 Modification
Continued operation of approximately 793 linear feet of 10-inch, and 2,329 (reduced from 3,830) linear
feet of 12-inch gravity sewer to serve as a gravity sewer outfall or interceptor line for future upstream or
tributary sewer systems as part of the Brunswick Forest Phase 3 project with no additional discharge of
collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the
application received February 16, 2006. This system was certified as complete on March 15, 2007.
March 10, 2006.Modification
Continued operation of approximately 6,741 linear feet of 8-inch gravity sewer to serve 131 three -
bedroom residences as part of the Jefferson Landing at Brunswick Forest Phase 1 (aka Phase 1 Section
1-A) project, and the discharge of 47,160 gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received February 14, 2006. This
system was certified as complete on December 22, 2006.
2

JULY 21, 2005 MODIFICATION y
Construction and operation upon certification of approximately 25 linear feet of 8-inch and 3,290 linear
feet of 12-inch gravity sewer to serve as a gravity sewer outfall or interceptor line for future development
upstream of the previously approved sewer listed below as part of the Brunswick Forest Phase 2 project,
and with no additional discharge of collected wastewater into the Town of Leland's existing sewerage
system, pursuant to the application received June 15, 2005.
March 24, 2005 Original Permit
Continued operation of approximately 868 linear feet of 8-inch, 3,414 linear feet of 10-inch, and 3,141
linear feet of 12-inch gravity sewer; a 1500-gallon per minute pump station with duplex pumps, on -site
audible and visual high water alarms, telemetry/autodialer, and on -site generator with automatic
transfer switch; as well as approximately 20,650 total linear feet of 10-inch force main (dual force mains)
to serve this large residential and commercial development as�part of the Brunswick Forest Phase 1
project with no discharge of wastewater into the Town of Leland's existing sewerage system, pursuant to
the application received March 11, 2005. This system was certified as complete on March 15, 2007.
The commercial connections of a 100,000 ft2 shopping center with a Grocery store (12 000 god),a two-
story restaurant with 10,000 W of dining area (26,700 qpd) and a 30 000 ft2 office building (3,000 qpd)
with 41,550 per day of flow allocation remains in reserve from the original permit per the modification on
June 8, 2007.
In summary, this permit authorizes the potential connection of 693 three -bedroom & 40 two -bedroom
residences, a sales center, a wellness facility, a bank, and a garden center for a total discharge of
260,580 gallons per day.
The sewage and wastewater collected by this system shall be treated in the Northeast Brunswick
Regional Wastewater Treatment Facility (Permit No. NC0086819) prior to being discharged into the
receiving stream.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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.
3

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. High -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:
l . 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.
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. 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.
County's Register of Deeds office shall be submitted with the certification.
4

A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Record drawings are defined as
the design drawings that are marked up or annotated with after construction information and
show required buffers, separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, available storage if portable generator(s) or storage
greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project.
C. Changes to the project that do not result in non-compliance with this permit, regulations, or
the Minimum Design Criteria should be clearly identified on the record drawings, on the
certification in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type
of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances
to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved
during the permitting process prior to construction. After -construction requests are discouraged by
the Division and may not be approved, thus requiring replacement or repair prior to certification &
activation.
Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
8. 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.
9. 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.
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 NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
5

12. NON-COMPLIANCE NOTIFICATION:
The Permittee shall verbally report to a Division of Water Quality staff member at the Wilmington
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following: -
a. Any failure, due to known or unknown reasons, that renders the system incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass of any wastewater directly
to receiving waters from the station or sewer line.
Voice mail messages or faxed information is permissible, but shall NOT be considered as the initial
verbal report. Overflows and -spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form
CS-SSO (or the most current Division approved form), within five days following first knowledge of
the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be
completed to show that the SSO was beyond control.
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.
Permit issued this day: October 12, 2007
NORTI�'C;AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028587

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Leland
PERMIT #:
WQ0028587
PROJECT:
Brunswick Forest - Phase 1 Section 2 Village 4-A
ISSUE DATE:
October 12, 2007
COUNTY:
Brunswick
This project shall not be considered complete nor allowed to operate in accordance with Condition 6
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 Regional Supervisor, Surface Water Protection 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
I, the undersigned agent for the Permittee, hereby state that this project has been constructed as
indicated below, the applicable design/construction information has been provided by the Professional
Engineer below, and the Permittee is prepared to operate and 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 construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200;
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
CERTIFICATION COMMENTS OR DETAILS ' .........................
❑ Final ❑ Partial
Comments:
NC Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405

,`,AST -WRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ) �s V
1.
Owner:
la.
z
Full Legal Name (company, municipality, HOA, utility, etc.)
0
1 b.
/� �'
Signing Official Name and Title (Please review 15A NCAC H .bk6(b) for authorized signing officials!)
1 c.
The legal entity who will this system is:
❑ Individual Elow Federal Municipality ❑ State/County ❑ Private Partnership El Corporation El Other Lpecity):
0.Ad.
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Mailing Address City
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1f.
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State Zip Code
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1h.
/0-.3% —A,173 1j. I—S-E-P-1-8-2007
QTelephone
Facsimile E-mail DW
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2.
Project (Facility) Information:
2a.
_� 2b. G
0. _
Brief Project Name (permit will refer to this name)
County Where Project is Located
Q
1 3.
Contact Person:
Q
3a.
/U//��/�//r`S
Name an Affiliation of Someone Who Can Answer Questions About this Application
�3b.
�73—
Phone Number I E-mail /
1.
Project is ❑ New , Modification (of an existing permit) If Modification, Permit No.:
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 Ypublic (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)
Z .
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Owner of Wastewater TreatmVit Facility (WWTF) Treating Wastewater From This Project
4a.
S' %G 4b.
O
Name of WWTF
WWTF Permit No.
IL '
15a.
/
5b.
Gravity
5c.
Permit Number of Downstream Sewer (if known)
Z
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
The origin of this wastewater is (check all that apply):
Ul-Residential Subdivision
❑ Car Wash
'-
❑ Apartments/Condominiums
❑ Institution
% Domestic/Commercial
LIJ
❑ Mobile Home Park
[IHospital
M.
❑ School
❑ Church
% Industrial
❑ Restaurant
❑ Nursing Home
% Other s eci
(specify):
❑ Office
El Other (specify):
7.
Volume of wastewater to be allocated for this particular project:2Y0 gallons per day �OZ r/ni�S 3�(7 223?1>
*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
)A
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
9.
Provide the wastewater flow calculations used in determii
.0219(I) for Item 13(7) or the design flow for line or pump E
that in 15A NCAC 2H .0219(1)(1-2) must be supported wii
NCAC 2H .0219(I)(3).
-/-Z s//%GZ25
�0 Gl�l1
1 10.
Summary of Sewer Lines to be Permitted (attach additic
Size (inches)
o
W,
Z `')ENTER
TOTAL LINE LENGTH IN MILES v
0,`",
V,s 11.
Summary of Pump Stations to be Permitted (attach add
0
Location ID
(self chosen - as shown on
Design Flow Operational
lans for cross-reference)
(MGD GPM @ l
0:
LL .,
Z
12. Does the sewer system comply with the Minimum Desic
Des'
` MaiWs (latest version), the Gravity Sewer Minimum
Yes ❑ No If no, please reference the pertiner
ce is requested. SUBMIT TWI
UJ varianCL
PERTINENT TO THE VARIANCE WITH
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13. Have the following permits/certifications been submitte
s
Wetland/Stream Crossings -General Permit or 401 Ce
Sedimentation and Erosion Control Plan?
Stormwater?
�r
14. Does this project involve aerial lines or siphons? Che
J1eseJiIles witLbe_mnsideLegLWgb_Dbo-utv-and- ustbg checked orlce_eve[
15. Does this project have gravity sewer lines designed at
-�
Be aware that the Division will not accept installed lines more than 10
corrected prior to submitting the final engineenng certification..
ning the permitted flow in accordance with 15A NCAC 2H
Itation sizing if zero flow in the space below. Values other than
th actual water or wastewater use data in accordance with 15A
mal sheets if necessary)
Length (feet)
771
litional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Power Reliability Option
Point (1- dual line feed; 2- permanent generator WATS; 3-
'DH portable generator w/telemetry; 4-wet well storages
In Criteria for the Fast Track Permitting of Pump Stations and Force
ign Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
it minimum design criteria or regulation and indicate why a
o COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
YOUR APPLICATION
d for approval?
,rtification? ❑ Yes []No eN/A
[✓Z'Yes ❑ No ❑ N/A
[(Yes ❑ No ❑ N/A
Eck if yes:
minimum slopes? ❑
% flatter than the minimum slope. Lines installed outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

IL -A CST TD A 9"W A Dpr Tr A TrnN fnr f_R A VITY SEWERS. PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
the stream classification data below (attach additional sheets as
(FAST -TRACK SEWER SYSTEMS)" to collect and record
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 slope
Qwaterbody;
AND,
(�
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
EL
option for any pump station near a Class C down slope waterbody.
f& -'
U)
Location ID on Map
(self chosen - as shown on
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
V
map for cross-reference)
— - —
_
a
-
LU
F
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
A.
Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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 retumed 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, or
be of a Class 2 misdemeanor which may include a fine not to exceed $10,000
certification in any application shall guilty
as well civil pen / 'es up to $25, 000 per violation.
b1a.
t_
Signing Official Signature Date
Professional Engineer's Certification:
cn'_d
Z .
/ attest that this application for has been reviewed by me and is accurate, complete
0 '
and consistent with the informa�he eng►neenng plans, calculations, and all other supporting documentation to the
best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in
C.) :
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
1996, the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
12, and
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
�.
package may have been developed by other professionals, inclusion of these materials under my signature and seal
this and have judged it to be consistent with the proposed design. Note: In
W.
signifies that I have reviewed material
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or 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.
a. - ESSIO�yo
Professio al Engineer Name'�
m
b ��-y/ /� SE AL v
w°
`s 20007
Engineering irm o ��e o
— e°• o
2
c. o
Mailing Address"•.�/�'°" .ee
d. e.
°
City State Zip
g• 3 2h.
j Telephone Facsimile -mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

MAniNG ADDRESS
POST OFFICE Box 249
BOLIVIA, NORTH CARouNA, 28M
Mr. William Farris
Town Manager
Town of Leland
102 Town Hall Drive
Leland, NC 28451
13RUNSWICK COUNTY PUBLIC UTM S
BRUNSWICK COUNTY GOVERNMENT COMPLEX
20 REFERENDUM DRWE NE
BUILDING G
BOLIVIA, NORTH CARouNA 28422
TELEPHONE
July 18, 2007 [phone]
FAxsINIrLE
[phone]
Re: Brunswick Forest Phase 1, Section 2, Village I
Brunswick Forest Phase 1, Section 2, Village 4A
Acceptance of Sewer Flow
Northeast Brunswick Regional WWTP
NPDES Permit No. NC 0086819
Dear Mr. Farris:
We have received and reviewed your request for the proposed connection of Brunswick Forest Phase 1,
Section 2, Village IA and Brunswick Forest Phase 1, Section 2, Village 4A to a proposed sanitary sewer
collection system within the Town of Leland. The sewer flow from these projects is estimated to be
25,920 gallons per day for Phase 1, Section 2, Village 1A, and 24,720 gallons per day for Phase 1,
Section 2, Village 4A.
This letter is hereby written notice of acceptance of the estimated daily sanitary sewer flow for the above
referenced project from the Town of Leland's sanitary sewer collection system into the County's
Northeast Brunswick Regional Wastewater System. The County will accept this flow for treatment; an
estimated daily average daily flow of 50,640 of sanitary sewage.
The sewer flow from this project shall comply with the County's Sewer Use Ordinance at all times. If
problems occur that may have a detrimental impact on the County's collection system and/or treatment
facility, the Town shall notify the County's Public Utilities Department as soon as possible and provide
a written record of the incident within fifteen (15) calendar days including an action plan to help prevent
recurrence of the problem.
If you have any questions or concerns regarding this correspondence please feel free to contact us.
Sincerely,
1k4. Pierce, P.E.
Director of Public Utilities
/khw
cc: Marty Lawing, County Manager
Donald Dixon, WRF Superintendent (NBWRF)
,,Steve Hlastala, Wastewater Collection Superintendent
David Brown, Hanover Design Services swIc cooy��
b P

F
Walter B. Futch Jr.
Mayor
Brenda Bozeman
Mayor Pro Tern
R. Gordon Hobbs
Councilman
James Medlin
Councilman
Thomas L. Wallace
II
Councilman
June 22, 2007
Mr. David Brown
Hanover Design Services
1123 Floral Parkway
Wilmington, NC 28403
Dear Mr. Brown:
n 1
V
i '.. y of
Leland
102 Town Hall Drive
Leland, North Carolina 28451
Telephone [phone]
Fax [phone]
You are hereby notified that the Town Council approved your request for sewer flow
acceptance from the Brunswick Forest development as follows:
Phase 1, Section 2, Village 1A
Phase 1, Section 2, Village 4A
25,920 gpd
24,720 gpd
The allocations expire on June 21, 2009, if it is unused. This letter hereby serves as
approval of the above -described request to be used for plan submittal to the
NC Department of Environment and Natural Resources for review and approval.
Please call if you have questions.
Sincerely,
William B. Farris, Town Manager
Copies: Jerry Pierce, DPU, Brunswick County
Jimmy Strickland, Public Works Director
Andrea Gunnell, W/S Billing
J

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
SEP 18 2007
BY;
September 14, 2007
Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Brunswick Forest Phase 1 Section 2, Village 4A, new submittal
Dear Dean:
Enclosed please find:
❑ A check for $480.00
❑ 1 Fast -Track Application for Sewer (and one copy).
❑ 1 copy of the flow acceptance letters from the Town of Leland and Brunswick
County.
If you have any questions or comments, please feel free to contact me.
Sincerely,
David Brown
Hanover Design Services
[e-mail]
343-8002 Office
343-9941 Fax
8829p1 s2-v4a-dh1.doc
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]

Flow, amoilpV for The Brunswick Forest Garden Center
Subject: Flow amounts for The Brunswick Forest Garden Center
From: "David Brown" <[e-mail]>
Date: Tue, 18, Sep 2007 12:52:39 -0400
To: <[e-mail]>
CC: "David Hollis" <[e-mail]>, "Greg Wayne" <[e-mail]>
Hi Dean,
Based on my conversation with the'architects involved. with the design of the Garden Center and intended use
of the facility.
David Hollis agrees with your flow assessment figures of 150 gpd (30 users X 5 gpd).
As a requested reminder,- please include this amount in your next permit update for the project (Village 1A
should be the next).
The flow allocation will'come from the previously approved commercial area 149,700 gpd was the overall total
(see attached PDF).
There is a proposed single 4" service that will tie into the certified 10" gravity line that runs along Brunswick
Forest Parkway to Pump Station No.1 (see attached "Garden Center" PDF).
Please let me know if you have any questions.
Thanks!
Ovid Brown
Hanover 080 Services, P.A.
123 Floral Parkway
WInhtgtM, NC 2UO3
810 343-8002
Original Sewer Allocation 5-2-05 .pdf
i
Content -Description: Original Sewer Allocation 5-2-05
.pdf
Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: Phase 6 Garden Center.pdf jr
Phase 6 Garden Center.pdf? Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 9/20/2007 9:04 AM

I
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