wq0028587_Permit (Modification)_20060310

North Carolina Department of Environment. and Natural Resources
Division of Water Quality /
Michael F. Easley, Governor
David Hewett, Town Manager
Town of Leland
162 Town Hall Drive
Leland, NC 28451
DWO FILE COPY
William G. Ross, Jr. -Secretary
Alan W. Klimek, P.E., Director
March 10; 2006
Subject: Permit No..WQ0028587 MODIFICATION
-Town of Leland
Brunswick Forest Sewer
Wastewater Collection System Extension
Brunswick County
Dear Mr. Hewett: "
In accordance with your application received- February14, 2006, , and additional
information received on February 28„ 2006, we are forwarding herewith Permit No. WQ0028587.;`
dated March 10, 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issuance until rescinded, shall voidPermit No. WQ0028587 issued July 22- 2005, and shall be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. includes the addition of approximately 6,741 linear feet of .8-inch
gravity sewer to serve 131 lots in Phase 1 of Jefferson Landing at Brunswick Forest. The flow has
already been allocated with the original permit issuance in March 2005. -
By, copy of this permit, the Town of1eland Building Inspections Department is hereby -notified
that building or occupancy'pe�mits shall only be issued for the 131 three -bedroom residences'
as part of the Jefferson Landing at Brunswick Forest 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' of this
permit.
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer
50% Recycled/10% Post Consumer Paper
NorthC arolina
Natff-rally
Customer Service 1-877-623-6748-

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
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 and -in conformity with 15A NCAC 2H .0200; the
-Division's Gravity Sewer Minimum Design Criteria adopted February12, 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
AND
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 l 5A 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:
July 21, 2005 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 d gravity interceptor to serve future development upstream
of the previously approved sewer listed below as part of the Brunswick Forest 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
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
10-inch 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 ft2 office building (3,000 gpd) as part of the Brunswick Forest
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.
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.

\r i
r
Town of Leland
WQ0028587
r
Page 4
If you, need additional information concerning , this matter; please contact Dean
Hunkele at [phone].
Sincer ,
v
for Alan W. Klimek, P.E.
Cc: - Jeff Malpass, Malpass Engineering ,
Tim Evans, Town of Leland Building Inspections Department
Jerry Pierce, Brunswick County Public Utilities
�WJR-G, Surfa e INate-r!Protection - NE Brunswick Regional (NC0086819) Sewer Ext. File
Central Files, Surface Water Protection Section
Marie Doklovic; Pretreatment, Emergency Response and Collection Systems Unit Files

71
i
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 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 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 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.
Q. , An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to atelemetry system shall be inspected every. day (i.e.
365 days. per year). Pump stations that. are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-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 maihtained- 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 § 143-215.1 C.
1

N
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 t,o 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 26' .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

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 II of Form CS-
SSO (or the most current Division•,approyed 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 fhe 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 sidewalis,
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: -March 10, 2006
NORTH CAPUNA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the. Environmental Management Commission
Permit Number WQ0028587

Fast Track Engineering Certification u
PERMIT NO: WQ0028587
Jefferson' Landing at Brunswick Forest (Phase,1)
March 10, 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 IFNAL 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,modificaltiohs 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:
duly registered Professional Engineer in the State, of North' Carolina, having
been -authorized to observe,(❑ periodically, [I '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 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
WILIONGTON, 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.

-Central Filer APS SvvP�/
ex�- f59 02115/06
Permit Number MQ002NO Rarmit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track- Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit'Contact Affillation
dean.hunkele
Permitted Flow
Facility
Facility Name Major/Minor -.Region
Jefferson Landing Sewer Minor, Wilmington
Location Address County
'Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Leland Government - Municipal
Owner Affiliation
David_ Hewett
102 Town Hall Dr
Leland NC 28451
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
02114/06
Regulated Activities Reauested/Received Events

$;

RE: Jefferson Landing Sewer App WQ0029849,
Subject: RE: Jefferson Landing Sewer App WQ0029849
From: "Jeff Malpass" <[e-mail]>,
Date: Tue, 28 Feb 2006 0:20:40 -0500
To: "'Dean Hunkele"' [e-mail]>
Dean,per your latest' conversation I would like to.request that you change
the application to a mod. with 0 GPD-,flow.A�,The existing permit number is WQ
0028587 this is the permit.# "that• is" to be modified.. ,
-----Original Message-----,'
From: Dean Hunkele [mailto:Dean.Hunkele@ncmail.'net]
Sent: Wednesday,. February 22,-2'006 9:49 AM',
To`: Jeff Malpass'
Subject: Re: Jefferson Landing Sewer,,App,'WQ0029849'
The letter you sent is for Brunswick Forest and not Jefferson Landing.
Also, I need a downstream permit number or at least a project name that you
are tying into so that I can look it up.
Jeff Malpass wrote:
Please find attached a flow acceptance letter and the application is
just for ph.l.
-----Original Message--'-.--'
'From: Dean.Hunkele [mailto:Dean.Hunkele@iicmail..net]
Sent: Wednesday, February 15, 2006 8:57 AM
To: Jeff Malpass (Malpass Eng)
'Subject: Jefferson Landing Sewer'App
Jeff,
I will need a flow acceptance letter from Brunswick County"since they,
own the treatment plant. Also, is the line in the app just for Phase'1
,or all of the project?
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
1 of 2 3/1/2006 11:22 AM

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
2
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: lQ
(to be completed by DWQ)
i. Owner: '
1 a. _ �cv�'n o� Lelain�
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Da Re-W TbWn Q er
Signing Official Name and -title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c.
Id.
if.
1 h.
2.
2a.
3.
3a.
3b.
The legal entity who will own this system is: '
❑ Individual El Federal ® Municipality ElState/County El Private Partnership ❑ipsgecify):
10 2 I 0"Na
l(
Dr��
1 e. �2�Qnd u
Street Address
Cif' FEB 14 006
�0l•1�1 faro �inG'
1 g..2$ �5z
State
-37014$ ,i. 110- 371--1073
Zip Code
,;. dheu►�lt�-bwheFl�lan��com
Telephone Facsimile
E-mail 1
Project (Facility) Information:
4er�sonLan�in4-
C.
2b.
�runswick
Brief Project Name (permit will refer to this name)
County Where Project is Located
Contact Person_:
-.
Name an Affiliation of omeone Who Can Answer Questions About
this Application
910-392-5213
3c. bizec,rr.:CoM
Phone Number
�ieff-ma1nag@
E-mail
Project is [JjNew i Modification (of an_existing permit)
If Modification, Permit No.:
Owner is 0 Public (skip to Item B(3)) ❑ Private (go to Item 2(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
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Public Utility (Instruction 111)
❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
_ T. _ _ _ • _.•___ •, __
0 3. BNhswk'k couiv
--Owner of wastewater rea"tlmennt Facility (WW TF) Treating Wastewater From This Project
4a. N Q4Si +�PurlSWir I�P,9i0hll WYV' r 4b.
WWTF Permit No. I
Name of WWTF-••--.---- •
O 5a. ]' oA Lda 15b. 10 + 12 ,5c. ulprul4 r 61%q perr►�iiec� _.-__ __
Li- Owner of Downstream Sewer j Receiving Sewer Size Permit Number of Downstream Sewer (if known)
Z 6. The origin of this wastewater is (check all that apply):
[� Residential Subdivision ❑ Car Wash i
V= ❑ Apartments/Condominiums ❑ Institution % Domestic/Commercial
LV ❑ Mobile Home Park ❑ Hospital % Industrial !
41 ❑ School ❑ Church ,
m ❑ Restaurant ❑ Nursing Home % Other (specify): '
❑ OC4 [:1Other (specify): I
7. Volume of wastewater to be permitted in this project. gallons per day
8. If the permitted flow is zero, indicate why: 1�_
❑ Interceptor Line - Flow will be permitted is 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

�
FAST -TRACK APPLICATION for GRAVITY SEWERS, 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 13(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 .02190)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center,'Raleigh, NC 27699-1617 in }
accordance with 15A NCAC 2H •.0219(I)(3).
120 9 ,b �3 be l l�3 �� IQi�) H7
i
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) i
_ .... G. ty or Force Main `
Size (inches) Length (fleet) rave o o i
( ! (use the pull down menu)
S,, ... .Q , . 6� 7 4l
GNV;+y I
w- � z
O. .
L)
rz _ .
O ENTER TOTAL LINE LENGTH IN MIrES� j,Z$ Mi�65
F" 11. Summary of Pump Stations to be Permitted.(attach additional sheets as necessary) i
Location ID Power Reliability Option
IX (self chosen - as.shown on Design Flow:. Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3- ?
Q plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage) i
LL
12. r he Does tsewes stem comply •- - - `-• y• with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force:
m - Ma's (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC:2H .0200 as appiicabie?
NrYes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested: i
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT. TO THE VARIANCE WITH -YOUR APPLICATION j
13. Have the following permits/certifications been submitted for approval? ,
Wetiand/Stream Crossings - General Permit or 401 Certification? ❑ Yes, No ❑ N/A
Sedimentation and Erosion Control Plan?- Yes ❑ No ❑ N/A -r� j
❑ es [ o. N/A ❑ . T W,
Stormwater.? YN

FAST-TRAGK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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LL
Fn
Q
J
U
L�
W
A
W
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 as,
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; 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.
i
Location ID on Map i
Waterbody Stream Waterbody
(self chosen - as shown on Name of ;
map for cross-reference) Waterbody County River Basin Index Classification
_.
Rhey Bh4n�� Bhl�nsw�clC : C+pe Feat 18,77�3-! C) Sw
• fff
Submit the 8.5" x 11"topographic map as required in Instruction VI regardless of whether a classification is provided! 1
1. Applicant's Certification:____W--�_~----�_---•_.._..__-.�______._.—�__�_�__
�ersen �and� ng - Pti4se l
1, SIGNING OFFICIAL NAME, attest that this application for i
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
incluqpd, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
Gee 1 Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or'
c i ation in any applicati shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
a /1 as ivi! pen lfies u to $25, 000 per violation.
1 a.
Date
Professional Engineer's Certification:
I attest that this application for j `SOh ' miliq- ase I 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 i
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February I
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
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 I have reviewed this material and have judged it to be consistent with the proposed design. Note: in tement,
accordance with NC General Statutes 143-215.6A and 143-215.66, any person who not to
representation, or certification in any application shall be guilty of a Class 2 misdemei XW14
exceed $10,000 as well as civil penalties up to $25,000 per violation. TEB 4 06,
2a. V U11 5111111 1 ► 1 1
Professional Engineer Name
2b. gleass Enatneerin P C.
Engineering Firm
2C. 1134 Appirle
Address '
2d. wi n 2e._2f. 2g412
city State Zip
zg: q0 -3q2- SrIJ3 �2h. 41o� 3qz- 5263 2i. i FFm .. ass a b;Zec. mc�r
Telephone Facsimile mail

` PO BOX 249
COUNTY OF BRUNSWICK BOLIVIA,'NC 28422
PUBLIC UTILITIES DEPARTMENT
(910)'253-2657'
[phone] FAX
an .
May, 2; 2005
Mr. David Hewett, Town Manager
Town of Leland
102 Town Hall Drive
Leland, NC 28451 '
Re: Brunswick Forest
"Acceptance of Sewer Flow
Northeast Brunswick'Regionaf WWTP
NPDES Permit No. NC 0086819
Dear Mr. Hewett:
We have received and reviewed your request for the proposed connection of Brunswick Forest, a
single family subdivision and commercial area to the Town of Leland's sanitary sewer collection
system (WQ 0018076).,The sewer flow from this project is estimated.to be 149,700 gallons per
day to serve 300 single family homes, one 2 story restaurant, one 30,000 sq.. it office building and
one 100,000 sq ft grocery store complex.
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 149,700 of sanitary sewer only, per the Fast
Track Application for Gravity Sewers,,Pump Stations and Force Mains dated March 10, 2005.-
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.
Je
Director of Public Utilities
Attachment
cc: Marty Lawing; County Manager
Donald Dixon, WRF Superintendent (NBWRF) ;
Steve Hlastala, Wastewater -Collection Superintendent'
David S. Hollis, P.E. Hanover Design Services

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