wq0028587_Permit (Modification)_20060407

North Carolina _Department of Divironment and Natural Resources
Division of Water,Quality
O� W A rl
Q DWQ FILE:COPY
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Michael'F. Easley, Governor William G.,Ross,'Jr., Secretary
Alan W. Klimek; P.E.-Director
April 7, 2006
David Hewett, Town Manager { .
Town of Leland -
102 Town Hall -Drive t,
Leland, NC 28451
Subject: 'Permit No. WQ0028587 MODIFICATION ..
Town of Leland
Brunswick Forest Sewer -
Wastewater Collection System Extension_
Brunswick --County
Dear Mr. Hewett:
r In accordance ,with . your . application -.received February � 16, 2006, : and 'additional
information received .on .M:arch 13,.2006, We are' forwarding herewith Permit No. WQ0028587,
dated April 7, 2006; to the; Town of Leland for -the construction -and ,operation '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issuance until rescinded,: shall -void Permit No. WQ0028587- issued March..10,, 2006, and shall be
subject to the conditions dhd ' limitations: as specified, therein. - This, cover letter shall 'be
considered apart=of this permit and.is therefore. incorporated therein by reference.
This modification includes -the addition. of additional -gravity sewer outfall' to -serve future
sewer extension; connection's for this very large development project.:, No .,additional flow
allocation is being requested.
By copy of this permit, the; Town of Leland Building Inspections --Department is hereby -notified
that building or occupancy, permits shall only be issuedfor:the 131 three-be,droor-h.residences
as.part of the Jefferson Landing at Brunswick Forest project until a -modified permit is issued by,
the"Division indicatingadditional connections'. In addition, no certificates of occupancy are t6
be granted prior to- the' §ubmittal of a -sealed engineer's certificat16n per "Condition 6 of this'
errhit.
Wilmington Regional Office one 7' 127 Cardinal Drive Extension Wilmington, qC 28405 NorthCarohna
Phone: [phone],15 / FAX: [phone]' Internet: www.ncwaterauality:org NatuMllyAn Equal Opportunity/Affirmative Actioh'Employer Customer Service 1-877-623-6748
'50% Recycled/10% Post Consumer Paper

Town of Leland
WQ0028587
Page 2
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 2H .0227 or any individual
system -wide collection system permit issued to the Permittee.
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 2H .0200; 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 the Town of Leland for the construction and operation of approximately
100.linear feet of 8-inch, 793 linear feet of 10-inch, and 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 and in' conformity with 15A NCAC 2H .0200; 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.

Town of Leland
WQ0028587
Page 3
IM
The continued construction and 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 2H .0200; 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:
March 10, 2006 Modification
Construction and 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_)
project with no additional discharge of collected domestic wastewater into the Town of
Leland's existing sewerage.system, pursuant to the application received February 14, 2006.
July 21, 2065 Modification
Construction and operation', 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- 1'5,
2005.
March 24, 2005 Original Permit
Construction -and 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/auto dialer, and
on -site generator with automatic transfer switch;.as well as -approximately 20,650 linear feet of
107inch force main to serve 300 three -bedroom homes (108,000 gpd),. a 100,000 ft2 shopping
,center with a grocery store (12,000 gpd), a two-story restaurant with 10,000 ft2 of dining area
(26,700 gpd), and a 30,000 f_t2 office building '(3,000 gpd) as part of the Brunswick Forest Phase
1 project, and the total discharge of 149,700 gallons per day of collected domestic
-wastewater into the Town of Leland's existing sewerage system, pursuant to the. application
received March 11, 2005.
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 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. "

V
Town of Leland
WQ0028587
Page 4
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].
Siri le y
for Alan W. Klimek, P.E.
Cc: David Hollis, Hanover Design Services
Tim Evans, Town of Leland Building Inspections Department .
Jerry Pierce, Brunswick County Public Utilities
t1N1RG;_Surface WNater_Protection — NE Brunswick Regional (NC0086819) Sewer Ext. File
Central Files, Surface Water Protection Section
Marie Doklovic; Pretreatment, Emergency Response and Collection Systems Unit Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND -NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTI.ON 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:
1. This, permit shall become voidable unless the wastewater collection facilities are
constructed in accordance with; -the conditions 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 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'dota.
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 2H
.0227. If an individual permit is•not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
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,mdintenance plan shall be 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 shallbe
inspected,at least once per week.,
e. High -priority sewer lines shall -be inspected at least once per every six-month period of time.
f. A general observation of the entire -sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.§ 143-21.5,1 C.

4
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 2H..0220, 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.
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 2H
.0200; 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.
2

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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 ("919) 733-3300. 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 reportshall outline the
actions taken or proposed 'to ensure that the problem does not recur. Part II of Form CS-'SSO (or the most current -Div_ ision 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 wetvvell at the intersection, of the flooring and sidewdlls,
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: , April 7, '2006
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028587
3

Fast Track Engineering Certification 4.
PERMIT -NO. WQ0028587
Brunswick Forest Phase 3 Sewer
April 7, 2006
Brunswick 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 copy 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 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
• 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 Perm ittee 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
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 Permittee to appropriate enforcement actions.

FAST -TRACK APPLICATION for GRAVITY SEWER§, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDW,
Application Number:
(to be completed by DWQ) W1��
1. Owner. 1
la. —FEB-r6 1
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Full Legal Name (company, municipality, HOA, utility, etc.) --
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1 b.
Signing Official Name and Title (Please review AA NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal [Municipality ❑ State/Coin ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0 -
1 d. %Oz TGIJh �GiZ 1//%YP 1 e.
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Mailing Address City
NC ;1 g. Z8 951
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State Zip Code
---- - - - - - - - -- — -
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i n. -9%D- 37/-0/� i i. 9%0- 37/- /073 11._ ,
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Telephone Facsimile E-mail
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(Facility) Information:
f2..--Project
J •.3za.
! r 2b. i
a
a
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
Name and Affiliation of Someone Who Can Answer Questions About this Application
Phone Number E-mail
_
1. Project is ❑ New ification (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 Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
3
a. 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)
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❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
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❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
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Owner of Wastewater Tre tment Facility (WWTF) Treating Wastewater From This Project
4a. /i/IW- e�s­1 ,�rnyrriG aPC'�0lC/TF 4b. /Q/G
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Name of WWTF WWTF Permit No.
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a. U �5b. ❑ Gravity c. (�/Q Z 5
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Owner of Downstream Sewer (Receiving Sewer Size El Force Main Permit Number of Downstream Sewer (if known)
The origin gin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution %Domestic/Commercial
a ,
N4 ❑ Mobile Home Park El Hospital
❑ School ❑ Church % Industrial
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❑ Restaurant ❑ Nursing Home % Other s eci
(p)
El Office ❑ Other (specify):
7. Volume of wastewater to be allocated for this particular project: gallons per day
*Do not include previously permitted allocations
-
8. If the permitted flow is zero, indicate why:
021riterceptor 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
i
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWER, PUMP STATIONS, AND FORCE MAINS PAGE 4
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(I)(3).
i
110. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
Oo IF
Ga r
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w
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ENTER TOTAL LINE LENGTH IN MILES
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V11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
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I Location ID
Power Reliability Option
(self chosen - as shown on
Design Flow
Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
Qplans
for cross-reference)
(MGD)
GPM @ TDH portable generator w/telemetry; 4-wet well storage)
0
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�12.
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
I
Ms (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
Lf Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indica a why a
a,
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALC O S
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
tiQ�6
6
113.
Have the following permits/certifications been submitted for approval?
I
.' .j
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes [:]No [EIN/A
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Sedimentation and Erosion Control Plan? [/Yes ❑ No ❑ N/A
Stormwater? Ryes ❑ No ❑ N/A
114.
Does this project involve aerial lines or siphons? Check if yes: ❑ -
MiQseJinesm ILbg consLdetedihiab-Djof.ty a0d mLts1J�e chected-otice eveDLsizmontbs
115. Does this project have gravity sewer lines designed at minimum slopes? [►�'
I
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines Installed outside this tolerance should be
corrected prior to submitting the flnal'engineering certification..
FTA 02/03 - Rev. 3 04/05

r FAST -TRACK APPLICATION for GRAVITY SEWERS, PUW STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
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regional office (see instructions for addresses) OR indicate the following:
O
["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
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option for any pump station near a Class C down slope waterbody.
F0
C
Location ID on Map
(self chosen - as shown on
i
Name of I
'
I Waterbody Stream' Waterbody
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4- map for cross-reference)_
Waterbody _ _ County _
— _
River Basin Index Classification
_ .. --- -- - , -- — -- --
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Submit the 8.5" x 11 "-GG6G9 topographic map as required in Instruction VI
regardless of whether a classification is providedl
;1.
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
Gene 1 Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
cert. c tion in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as e I as civil penalties p to $25, 000 per violation.
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-
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Sidn ng O icial Signatur �I ���e - owQf-,-,----2ate_
Professional Engineer's Certification:
I attest that this application for has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
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best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
V. 3
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
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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
signifies that/ have reviewed this material and have judged it to be consistent with the proposed design. Note: In
L J
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
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exceed $10,000 as well as civil penalties up to $25,000 per violation. ��ra
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Professional Engineer Name .•'�OF
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Engineering Firm s 20007 m
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' Mailing Address "�,�ei �Q ••..°•°��� s000
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FTA 02/03 - Rev. 3 04/05

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Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
February 14, 2006
Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Brunswick Forest Sewer System
Low Country Boulevard (Phase 1)
Dear Dean:
Enclosed please find:
❑ A check for $400.00
❑ 1 Fast -Track Application for Sewer (and one copy).
FEB 1 6 2006
BY:
No additional flows are being requested at this time and these mains are an
extension
Of the previously approved Permit #W00028587 Modification.
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
8829-Icb-DH 1.doc
319 Walnut Street Wilmington, N.C. 28401 [phone]

Brunswick Forest MOD Request WQ0028587
Subject: Brunswick Forest MOD Request WQ0028587
From: Dean Hunkele <[e-mail]>
Date: Fri, 17 Feb 2006 09:52:24 -0500
To: "David Hollis (Hanover Design)" <[e-mail]>
BCC: Marie Doklovic <[e-mail]>
David,
How much more development is proposed for this project above the 300 homes &
commercial we have permitted with 150,00 gpd? Specifically, how much more is to be
tributary or upstream of this,ourrent line request for another interceptor in
addition to June 2005 request? 2 need justification to permit the additional
12-inch gravity sewer. Even though you are not asking for more flow, you have to
justify the line sizing via the expected flow under B-9.
We permitted 3100+ feet of 12 and 3400+ feet of 10 going into the 1500-gpm pump
station initially in 5-2005, then another 3300 feet of 12 as an interceptor in July
2005. Based on the volume that an 8 or 10 can carry at minimum slope, it seems
that you are using pipe that is too large for the need and the expected upstream or
tributary flow will not support 12-inch at some point. Where is the 8-inchIto
serve the flow we have already permitted as we have only permitted less than 1000
feet?
Perhaps we need to see the design up to this'point and the amount of yet to be
permitted area with calculations to show that 10 and 12 are justified.
Dean Hunkele
Environmental Specialist
Wilmington Regional Office
Division.of Water Quality
Surface Water Protection Section
Direct Phone: [phone]
Main Phone: [phone]
Fax:
[phone]
Address: 127 Cardinal Drive Ext
Wilmington, NC 284-05-3845
1 of 1 2/23/2006 1:35 PM

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
March 10, 2006
Mr. Dean Hunkele, Environmental Engineer
Wilmington Regional Office
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 27405-3845
Re: Brunswick Forest
Brunswick County
Dear�Dean:
MAR 1 3 2096
As per your request, attached please find a couple copies of our "Master Conceptual Sewer Plan
for a Portion of Brunswick Forest", indicating the location and status of current permits and flow
allocations, and our best estimates at this time of near -future anticipated demands and major
infrastructure elements.
Certain future development areas (for example much of the land west of Sunny Point RR) are so
far in the future that our plans cannot be specific other than the general land uses approved by the
Town of Leland. I'm certain that you can understand that a specific plan for almost 5000 acres at
one time is impractical, and we will need to maintain flexibility with market conditions as well as
political realities.
That being said, the conceptual plan attached does show our best estimates for almost 2500 acres,
and I trust will aid you in keeping track of "where we are" and "where we are going" for this
.large development project.
If you have any questions or require additional information, please do not hesitate to call me. If
you have specific recommendations or comments regarding the overall concept, I can make
myself available for a meeting if you feel that is warranted. Thanks.
S' y,
David S. Hollis, PE, PLS
Attachments
Xc: Jeff Earp, Funston Land & Timber LLC
8829-sewerl .doc
319 Walnut Street Wilmington, N.C. 28401 [phone]

9
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BRUNSWICK FOREST- PUMP STATION CALCULATIONS — STATION No. 1
FLOWS FROM PROJECTED AREAS TO PUMA STATION: See attached Base Sheet
PHASE 1 UNITS/ACRES GPD GPM PEAK(X 2.5)
Comm C-2 157.7 ac.(110 net) 115,006 - . 79.9 200 *Assumptions:
Parcel J 130 THs 31,200 21.7 54 Comm. buildings 20%
Parcel A 1,110 SFs 399,600 277.5 694 of net @ 120/1000sf
Parcel F 706 SFs 254,160 176.5 441 THs 2-bdrm @ 240
Comm 50.2 ac. (40 net) 41,800 29.0 73 SFs 3-bdrin @ 360
841,760 585 ay.
TOTAL PHASE 1 = 1462 GPM, USE 1500 GPM
PHASE 2 UNITS/ACRES GPD GPM PEAK(X 2.5)
Parcel C 127 THs 265 SFs 125,880 87.4 219
Parcel I 728 THs 1816 SFs 828,480 575.3 1438 *Total 4,882 DUs .
954,360 1250 ay.
TOTAL PHASES 1 &_2 = 3119 GPM, USE 3000 GPM
TO EXISTING MAGNOLIA GREENS LIFT STATION:
Highest Elevation = 22.5 MSL, Lowest = -2.5 MSL...:.. H(e)=25'
Distance = 10,300 LF of 10", force main
.USE NCProducts 8X16 PRECAST CONCRETE WET WELL:
960 gallons per vertical foot -
Assume pump run time of 5 min. at peak, ultimate build out -
Invert in (from 8" gravity) = 8.0 MSL .
Estimate: 5 = V / 3000 GPM,- V = 15;000 gal. D = 15000 / 960 =15'
Design for 12.5' total, 8.5'storage:
TOP,ELEV. = 25.0
I I -
I I
ELEVATION HEAD - H(e)=, 22.5-(-2.5)= 25'
I I= INVERT IN = 8.0
I --- — ---- I ALARM ON =' 8.0
I ---------I LAG PUMP ON = 7.0
I --------- I LEAD PUMP ON = 6.0
I I
I I
I -------I PUMP OFF = -2.5
BOTTOM EL. = -4.5