HomeMy WebLinkAboutwq0028587_Permit (Modification)_20140523NCD-ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 23, 2014
David A. Hollis, 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. Hollis:
John E. Skvarla, III
Secretary
In accordance with your application received April 15, 2014 we are forwarding herewith Permit No.
WQ0028587, dated May 23, 2014, 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until rescinded, shall void Permit No. WQ0028587 issued December 19, 2013, and shall be subject to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 4,965 feet of 8-inch gravity sewer and a 90-gpm pump station
with 2,090 feet of 4-inch force main to serve 96 three -bedroom residences as part of Phase 1 Section 4
with a discharge of 20,160 gallons per day.
Please pay particular attention to the following conditions contained within this permit:
Special Conditions:
Condition 1.2: 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.
Standard Conditions:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: 910-796-7215\ Internet: www.ncdenr.gov
An Equal Opportunity\Affirmative Action Employer —Made in part by recycled paper
Town of Leland
Permit No. WQ0028587
Condition 11.9: Each pump station shall be clearly and conspicuously posted using a weatherproof sign
with a pump station identifying name/number, 24-Hour Emergency telephone number,
and name of the owner/operator of the sewer system/pump station and instructions to
call the number in the event of alarm activation or other emergency.
It shall be responsibility of the Town of Leland 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.
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 (910) 796-
7215 or via e-mail at Dean.Hunkele@ncdenr.gov.
Sincerely,
fo rmas A. Reeder, Director
Division of Water Resources, NCDENR
by James H. Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Cc: David S. Hollis, P.E., Hanover Design Services
Bill Pinnix, Brunswick County Public Utilities
RO, Su.rface-Water-Protection--:Northeast-Br-unswickegionaL(NC0_0_$819 5Sewer Ext:>File
Central Files, Surface Water Protection Section
Michael Leggett, PERCS Unit (via email)
Page 2 of 13
' CDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
BRUNSWICK COUNTY
for the construction and operation of approximately 4,965 linear feet of 8-inch gravity sewer; a 90—
gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch as well as approximately 2,090
linear feet of 4-inch force main to serve 96 three -bedroom single-family residences as, part of the
Brunswick Forest Phase 1 Section 4 project, and the discharge of 20,160 gallons per day of collected
domestic, wastewater into the Town of Leland's existing sewerage system, pursuant to the application
received April 15, 2014 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.
AND
December 19, 2013 Modification (Version 3.5)
For the continued construction -and operation upon certification of approximately 1,766 linear feet of 8-
inch gravity sewer to serve 43 three -bedroom single-family residences as part of the Brunswick Forest
Phase 1 Section 6B project, and the discharge of 9,030 gallons per day of collected domestic wastewater
into the Town of Leland's existing sewerage system, pursuant to the application received November 21,
2013.
October 9, 2013 Modification (Version 3.4)
For the continued construction and operation upon certification of approximately 5,685 linear feet of 8-
inch gravity sewer to serve 101 three -bedroom single-family residences and 22 three -bedroom duplex
units as part of the Brunswick Forest Phase 2 Section 2 project, and the_ discharge of 25,830 gallons per
day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to
the application received August 29, 2013 and additional information received on September 4, 2013.
Page 3 of'13
March 6, 2013 Modification (Version 3.3)
For the continued construction and operation upcfn certif cation of approximately 208 linear feet of 8-
inch gravity sewer to serve a medical office on Lot 10 of the South Village commercial area as part of the
South Village Lot 10 project, and the discharge of 750 gallons per day of collected domestic wastewater
into the Town of Leland's existing sewerage system, pursuant to the application received January 24,
2013, and additional information received on January 30, 2013.
March 21, 2012 Modification (Version 3.2)
For the continued operation of approximately 4,411 linear feet of 8-inch gravity sewer, to serve 87
three -bedroom residences (18,270 gpd), 32 three -bedroom townhomes (6,720 gpd), and 4 buildings
with a total of 16 multi -family units (3,360 gpd) as part of the Brunswick Forest Phase 2B Section 1
project, and the discharge of 28,350 gallons per day of collected domestic wastewater into the Town of
Leland's existing sewerage system, pursuant to the applications received March 5, 2012. This system
was certified as complete on March 24, 2014.
April 21, 2011 Modification (Version 3.1)
For the continued operation of approximately 679 linear feet of 8-inch gravity sewer, to serve 13 three -
bedroom residences (70 gpd/bedroom), as part of the Brunswick Forest Phase 1 section 6A project, and
the discharge. of 1,820 gallons per day of collected domestic wastewater into the Town of Leland's
existing sewerage system, pursuant to the applications received March 30, 2011. This system was
certified as complete on June 30, 2011.
February 13, 2009 Modification (Versions 2.9 and 3.0)
For the, construction and operation upon certification of approximately 4,765 linear feet of 12-inch
gravity sewer, 13,696 linear feet of 8-inch gravity sewer; a 450—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 with approximately 9,805 linear feet of 8-inch force main to serve 193
three -bedroom residences, maintenance shed with wash bay (1,650 gpd), golf course restrooms (1,000
gpd), and a country club with food service (7,440 gpd) as part of the Brunswick Forest Phase 3B &
Country Club project, and the discharge of 50,620 (reduced from 79,570) gallons per day of collected
domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the applications
received January 26, and 27, 2009.
February 6, 2009 Modification (Version 2.8)
Continued operation of approximately 3,988 linear feet of 8-inch gravity sewer to 48 three -bedroom
residences and 72 two -bedroom residences as part of the Brunswick Forest Phase 1 Section 2 Village 2-
A Sewer project, and the discharge of 20,160 (reduced from 34,560) gallons per day of collected
domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application
received January 9, 2009. This system was certified as complete on May 4, 2009.
January 30, 2009 Modification (Version 2.7)
The continued construction operation upon certification of approximately 13,192 linear feet of 8-inch
gravity sewer, approximately 1,564 linear feet of 10-inch gravity sewer, approximately 2,531 linear feet
of 12-inch gravity sewer; a 550—gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, telemetry, on -site generator with automatic transfer switch with
approximately 10,325 linear feet of 10-inch force main to serve 324 single-family three -bedroom lots as
part of the Brunswick Forest Phase 5A and Phase 5 project, and the discharge of 68,040 (reduced from
116,640 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage
system, pursuant to the application received December 22, 2008.
Page 4 of 13
October 17, 2008 Modification (Version 2.6)"
Continued operation of approximately 4,607 linear feet of 8-inch gravity sewer to serve as a gravity
sewer outfall or interceptor line for future upstream or tributary sewer systems as part of The Villages at
Brunswick Forest project with no additional discharge of collected domestic wastewater into Town of
Leland's existing sewerage system, pursuant to the application received September 26, 2008. This
system was certified as complete on December 8, 2008 & updated May 4, 2009.
August 1, 2008 Modification (Version 2.5)
Continued operation of approximately 599 linear"feet of 8-inch gravity sewer to serve a 3,511 gallons
per day medical office building as part of the South Village Phase-1 project, and the discharge of 3,511
gallon per day of collected domestic wastewater into the Town -of Leland's existing sewerage system,
pursuant to the application received June 19, 2008. This system was certified as complete on May 4,
2009.
July 18, 2008 Modification (Version 2.4)
Continued "operation of 'approximately 1,630 linear feet of 8-inch gravity sewer to serve a 49,170 sf
Grocery Store (4,920 gpd), 84,370 sf of Retail Space with no "food services (8,437 "gpd), a 13,225 sf
Pharmacy (1,325 gpd), a 30 space Restaurant Drive-Thru (1,500 gpd) and a 50 seat Restaurant (2,000
gpd) as part of the East Village Phase-1 project, and the discharge of 18,182 gallon per day of collected
domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application
received June 19, 2008. This system was certified as complete on September 27,2011.
October 12, 2007 Modification (Version 2.3)
The continued operation 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 14,420 (reduced from 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.
This system was certified as complete on July 31, 2008 and updated May 8, 2009.
September 7, 2007 Modification (Version 2.2)
Continued operation 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 15,120
(reduced from 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. This system was certified
complete on July 31, 2008.
June 8, 2007 Modification (Version 2.1)
Continued operation 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. This system was certified as
complete on December 6, 2007.
Page 5 of 13
April 20, 2007 Modification (Version 2.0)
Continued operation of approximately 5,065 linear feet of 8-inch gravity sewer to serve 94 three -
bedroom single-family residences as part of the Brunswick Forest Phase 1 Section 3 project, and the
discharge of 19,470 (reduced from 33,840) gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received March 29, 2007. This
system was certified as complete on August 6, 2008.
April 13, 2007 Modification (Version 1.9)
Continued operation 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 22,260 (reduced from 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. This system was certified as complete on
November 30, 2007.
December 22, 2006 Modification (Version 1.8)
Continued operation 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 40,530 (reduced from 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. This system was certified as complete on May 4, 2009.
October 27, 2006 Modification (Version 1.6)
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 (Version 1.5)
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 31,290 (reduced from 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 (Version 1.4)
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 3A 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.
Page 6 of 13
March 10, 2006 Modification (Version 1.3)
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 27,510 (reduced from 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 December22, 2006.
July 21, 2005 Modification (Version 1.2)
Continued 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 partof 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. This system was certified as complete on
December 8, 2008.
March 24, 2005 Original Permit (Versions 1.0 & 1.1)
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.
From the original permit 25,257 gpd of commercial flow allocation remains in reserve from the October
17, 2008 modification.
In summary, this permit authorizes the potential total discharge of 418,103 gallons per day of
collected wastewater.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit -Number: WQ0028587
Issued Today: May 23, 2014
for h as A. Reeder, Directo
Divis of Water Resources, N DENR
By Authority of The Environmental Management Commission
by James H. Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Page 7 of 13
SUPPLEMENT TO PERMIT COVER SHEET
TOWN OF LELAND is hereby authorized to:
Construct, and then .operate upon certification the aforementioned wastewater collection extension.
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.
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 Resources' (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 a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. A Stormwater Management Plan shall be applied for and obtained in accordance with 15A NCAC 2H
.1000 where applicable.
2. 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.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
Page 8 of 13
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 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 to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented. _
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by'North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
L Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Page 9 of 13
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum' of
three years with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Wilmington
Regional Office, telephone number (910) 796-7215, as soon as possible, but in no case more than 24
hours 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable. Any wastewater flow made tributary to the wastewater collection system extension
prior to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
Page 10 of 13
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, and 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.
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification.
9. -A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
10. Per 15A NCAC 2T.0305 (h)(2), each pump station shall be clearly and conspicuously posted using a
weatherproof sign with a pump station identifying name/number, 24-Hour Emergency telephone
number, and name of the owner/operator of the sewer system/pump station and instructions to call
the number in the event of alarm activation or other emergency. Simplex pump stations or vacuum
sewer pits serving a single-family residence may have a placard or sticker.on the control panel in lieu
of a sign.
11. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Page 11 of 13
12. 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.
13. 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 213.0200 and 15A NCAC 2H .0500.
i
Page 12 of 13
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Leland ,
PERMIT #:
WQ0028587
PROJECT:
Brunswick Forest — Phase 1 Section 4
ISSUE DATE:
May 23, 2014
COUNTY:
Brunswick
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
Consequently, it should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Wilmington Regional Supervisor, Water Quality 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 pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
I, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, LJ 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 2T; the
Division of Water Resources' (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
❑ Final ❑ Partial
Certification Comments/Qualifiers:
NC Division of Water Resources — Water Quality Section 127 Cardinal Drive Extension Wilmington, NC 28405
Wilmington Regional Office Phone: 910-796-7215 FAX: 910-350-2004
Central Files: APS _ SWP
4/21/2014
Permit Number W00028587 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions X Individual
Primary Reviewer Permit Contact Affiliation'
dean.hunkele
Coastal SWRule
Permitted Flow
397,943
Facility
Facility Name Major/Minor Region
Brunswick Forest Sewer Minor Wilmington
Location Address County
Brunswick
a Facility Contact Affiliation
Owner z
Owner Name
Town of Leland
Owner Type
Government - Municipal
Owner Affiliation
David A. Hollis
PE
102 Town Hall Dr
Dates/Events Leland NC 28451
Scheduled
Orig Issue App Received Draft Initiated Issuance
3/24/2005 4/15/2014
Public Notice Issue Effective Expiration
Reauested /Received Events
- - BBS;T. -
' 'r HANOV R.DESIGN SERVICES .P,A." BRANCH BANKING-
E ,
;; 123'.FLORAL` PKWY - 1-80o=BANK6BT..BBT:com'
,WILMINGTON, NC �28403_
r _ ,3/25/2014'
PH;910-343=8002 -
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PAYTO.THE NCDENR/DWQ`,'
48000
-;Fdil• Hutidred Eighty-,and.00%106,� ,
`-a :, t> -DOLLARS C
12T QardinakDri4''Ext: ..
VViliiiington,�:N.C.-Wilmington,,
MEMO-:-`-�:�- ,.r-.. :0 •%,/-' • - � _ . __ , _• - - •
- _•Permit Applicatiori'Fee� - = - . - - - . • - - • ; =.-- -.�--�.:�.=._s.-�-a— •
E AUTHORIZED SIGNATURE : -
c Ii� O :L.3.9 -2 5 ii'....oe 0•_5 3• L'0: i L• 2 -1 is C1 0 5' L 98 9 L 5
I - -- —
I
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD i Application Number:
j (to be completed by DW R)
>.
Owner/Permittee:
1a
Town of Leland ----- --___! J-- --------------�---------
.,
Full Legal Name (company, municipality, HOA, utility, etc.)
z
1 b.
David A. Hollis, PE, Town Manager
0
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
a .
1 c.
The legal entity who will own this system is:
❑Individual El Federal ®Municipality ❑ State/County El Private Partnership ❑Corporation ❑ Other (specify —_
Q'
1d.
102 Town Hall Drive 1e. Leland
LL
Mailing Address City.
—_--
Z
1f.
_--- ;1g. 28451-_�--
NC
z :
State Zip Code
0
1h.
_ _-.-
910-371-0148 _1!..910-371-1073 1' dhollis@townofleland.com
F—
Telephone Facsimile E-mail .
V = -
2,
Project (Facility) Information:^--
J
2a.
' Brunswick Forest; Phase 1-Section 4: 2b. -Brunswick -
Brief. Project Name (permit will refer to this name) County Where Project is Located- -
3.
Contact Person: ----------
"
3a.
- David S. Hollis, PE, PLS, Hanover Design Services, PA
Q
.
Name and Affiliation of Someone Who Can Answer- Questions About this Application
�3b.
910-343-8002 3c. dhollis@hdsilin.com -
;.�
Phone Number = E-mail
j1.
Project is ❑ New ® Modification (of an existing:permit) _ If Modification, Permit No.: W496285�ft/IOD : Dated 7-21-05
;'2,
Owner is ® Public (skigto Item 8(3)) . . . ❑ Private (go to Item 2(a))
•.;' '
I
2a.
If private,:applicant will be:
2b. If sold; facilities owned b a must choose one
Y ...( ..
❑ Retaining Ownership (i.e. store, church, single office, etc:) or
❑ Public Utility.(Instruction D)
❑ Leasing units (lots, townhomes, etc.,- gk1A to Item B(3))
❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Brunswick County
z
Owner of Wastewater Treatment Facility. (WWTF) Treating Wastewater'From This Project
"
4a.
Northeast Brunswick Regional WWTF :4b'. NC 0085819
Name of WWTF WWTF Permit No.
5a.
Town'of Leland jb. 12"
Gravity
c. I v=28587 Mod
-.
Owner of Downstream Sewer Receiving. Sewer Size
Force Main
- Permit # of Downstream Sewer (Instruction F)
—
LL-
6.
The.origin of this wastewater is (check all that apply)_---:
z_
® Residential Subdivision ❑Retail (Stores; shopping centers) 106% Domestic/Comrriercial'.
❑ Apartments/Condominiums ❑ Institution %Industrial
❑ Mobile Home Park ❑ Hospital,
W-
❑ School ❑ Church (Attach Description)
�
i a _ .
❑ Restaurant. El Nursing Home - %Other
❑ Office ❑ Other (specify):
(Attach Description)
T.
Volume of wastewater to be allocated- or permitted for this particular project: 20,160 GPD gallons_ per day
{
*Do not include future.flows or previously permitted allocations
8
-- If the permitted flow is zero, indicate why: — --- ----- ---- - -----��-- J---- -- -------- -- 4-------- -----
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
f
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer'with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION Page 3 of 6
�9.
Provide the wastewater flow calculations used, in determining the permitted flow in accordance with 15A' NCAC 2T .0114 for
the value in Item- B(7) ANDNOR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A- NCAC 2T .0114 (b) and (c) must be- supported'with actual -water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
96-single family: homes- @ 210 GPD = 20,160 GPD
10.- Summary of Sewer Lines to be Permitted (attach additional-shee.ts if necessary)
Size (inches)'Length
(feet)
New Gravity or Additional
-.Force
Main
8"
_ _
4,965 LF -- - - : — -
----- New Gravity -- —
MaL.
W.
Z
ill. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)..
'.
Z
Pump Station Location ID: ��' : (self chosen - as shown: on plans/map.,foi, reference)
�Longitudec
� IL7' 1.,.S tr -Latitude: Zc5G�f � 05'" u-01A
Z.
Design Flow
Power-Reliabili
~
Q'
(MGD)
Operational Point
GPM @TDii•
Option'.
1 - permanentgen ator. w1ATS,
- Force Main Size
Force Main Length
2 - portable eneratorwNMTS
:.:
2gCa
9b c 4 5
'3'dlr{
4µ
l.�"
.
tL ,
- --
Z,
-�
Pump Station Location ID:
p - (self chosen = as shown on plans/map for reference)
Longitude: Latitude:. : .. ...
LU
T
T
LL ' '
Design Flow
;(MGD)
Operational -Point
GPM @TDH
Power Reliability Option
1 - permanent generator w(ATS;
Force Main Size -
. Force Main Length
2 - portable generator w/MTS:.
I12. Will the wastewater flow in the proposed sewer lines or pump stations be able to -be directed to another treatment facility?-. -
-
0 Yes ® No If Yes, permit number of 2" d treatment facility
,(RO - if "yes".to B,12 please contact.the Central Office PERCS Unit)
13: -Does the sewer system comply with the Minimurim Design Criteria for the Permitting of Pump Stations and ForceMains
(latest, version), the Gravity Sewer Minimum Design Criteria (latest version),and 15A NCAC Chapter 2T as applicable?
® Yes -[I No If No,, please reference the pertinerit.minimum design criteria or regulation and Indicate why a
variance -is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR'APPLICATION
FTA 08-13 APPLICATION
Page 4 of 6
_J
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Strearri Crossings -General Permit or 401 Certification? ❑ Yes ❑ No ® -N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
Stormwater? ® Yes ❑ No ❑ N/A
15. Does this project include any high priority lines,(15A NCAC 02T .0402 (2)) involve aerial lines; siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details: -�
Owner/Permittee's Certification: (Signature -of Signing Official:and Project Name)
1, David.A. Hollis, PE, Town Manager, attest that this;application for Brunswick Forest, Phase 1 Section 4 has been .
reviewed by me and./s accurate and complete to the best of my knowledge: I understand that -if al! required parts of this
application are 'not completed and that'if all required supporting. documentation and'attachments are not included, this
;.. ;J.application
package is subject to being returned as incomplete. - Note: In accordance with North Carolina General Statutes
943-295.6A and 943-295.68: any person who knowingly makes any false:stafement, representation; or.cencation in any
application shall be guilty of a Class, 2 misdemeanor, which may include • a: fne not to exceed $10,000 as well as civil
penalties up to $25,000 per violation.
1 a. n
Signing. Official Signature Date
'
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION.'.THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY.
c
TO OTHER: UTILITIES, DESIGN. CALCULATIONS, ETC: REFER TO.15A NCAC 02T .0305
1-
2. Professional Engineer's Certification:- (Signature of Design Engineer and Project -Name)
V
/, David S. Hollis, PE, PLS, Hanover Design Services, PA ,attest That this application for Brunswick Forest, Phase
LL' '
1 Section 4 has been reviewed by me and is accurate, complete and consistent with the information in -the engineering
F-
plans, calculations, and all other supporting documentation to the 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
W ; :
Minimum Design Criteria for Gravity Sewers adopted February,1 Z.1996, and the Minimum Design Criteria for the Fast -
�.
Track Permitting of Pump Stations -and Force Mains adopted June 9, 2000 and the watershed classification in accordance
�
V
with Division -guidance. Although other professionals may have developed certain portions of this:' submittal package; -
inclusion of these materials under, my signature and seal signes that 1 have reviewed this material and have judged.it to-
be'consistent with the proposed design.' Note: In accordance:with NC General Statutes 143-215 6A and 943-215.6B,.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 $90,000 as well as civil penalties up to 15,191 '/(+{erryiolation.
2a. David S. Hollis, PE, PLS . �•��Q�••E
.SStO••�,�
Professional Engineer Nam_ ��f ' °�
e •
•QQF
2b. Hanover Design Services, PA • S� a .,
Engineering Firm P o o007 m
t- a • b A
- - -- -- --- - --
2c. 11'23 Floral Parkwa
p°, ••'`•••N••°•
Mailing Address ��00''
2d. Wilmington _-� - 2e. NC 2f. 28403
City State
____1-- - — _ -
2g. 910-343-8002 2h. 910-343-9941 2i. dhollis@hdsilm.com j \VVI
Telephone ) Facsimile E-mail ; NC PE seal, signature &Date
FTA 08-13 APPLICATION Page 5 of 6
Hmver.Design Services
1123"FWW Pkwy.. -
W tfgtor; NC 284W
State of North Carolina
Department of Environment and Natural Resources
' 1 Division of Water Resources
-
Flow i2Yv&s@ace of Water Ezesauee�s Flow Traclung/Acceptance for Sewer Extension Applications
(FTSE 08-13) .
Project Applicant Name: TOWN OF LELAND
Project Name for which flow is being requested: Brunswick Forest - Phase 1, Sec. 4
More than one FTSE »iay be required for. a single project if the owner of the WWTP is not responsible for all pump
stations along 'the route of the proposed wastewater flow.
.1. -Complete this section only if you- are the owner of the- wastewater treatment plant.
a. WWTP Facility Naive:. NORTHEAST:BRUNSWICK REGIONAL WWTP .:
WWTP Facility Permit #: NC 0086819
All flows are in MGD-
c. WWTP facility's permitted flow 1,65 .
I- Estimated obligated flow not yet tributary to the WWTP. 2.302
-e. WWTP facility's actual avg. flow 1.359
f. Total flow for this specific request .02016
g. Total actual and obligated flows -to -the facility' 3:68
I. Percent of permitted flow used . ; ..
223%
II,. Complete this.section for each pump.station you are responsible'for along the route'of this. .
:.:proposed wastewater flow.
List pump -stations located- between the project connection point and the WWTP:
Design . Obligated,:
Pump, : - Average Daily Approx. Not Yet Total Current.
Station Firm Flow**- Current Avg.: Tributary Flow Plus
- (Name or Capacity,* (Firm / p0i _ = Daily Flow,.: Daily Flow, Obligated Available
Number). MGD MGD ... MGD MGD .. Flow - Capacity***
x The Firjn-Capacity of any pump_stationis defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a pealdng
factor (Pt) not less than 2.5.
** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6-
FTSE 08-13
III. Certification Statement:
I Ann- . kor8l certify to the best of my knowledge that the addition of
the:volume of wastewater b be permitted -in this project has, been evaluated along the route to the
receiving wastewater treatment facility and that the flow -from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the -receiving treatment plant under normal circumstances, given the implementation
of the planned - improvements identified in the planning assessment where applicable. This
-analysis. has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items llisted.above in Sections I" and 11
plus:. all attached: planning assessment addendums :for' which I am the responsible party:
Signature of this form indicates acceptance of this wastewater flow.
Q I`,
Signing: Official Signature U Date
Page 2 of 6
FTSE 08-13
r�
OF W ATF,4 State of North Carolina
as QG Department of Environment and Natural Resources
CO" Division of Water Quality
5
O Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Leland
Project Name for -which flow is being requested: Brunswick Forest Phase -1 Section 4
More than one FTSE may be required for a single project if the owner of the WWTP is not -responsible for all pump
stations along the route of the proposed wastewater flow. - -
I: Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP'FacilityName:
b. WWTP Facility Permit #:
All flows are in MGD
c. WWTP: facility's permitted flow
d.. Estimated obligated flow not yet tributary to the. WWTP
e.- WWTP facility's actual avg. flow
f. -Total flow for this specific request :. .. .
g. Total actual and obligated flows to the facility
h.- Percent of permitted flow used -
II. Complete this section for each pump station.you are responsible -for along the route of -this
proposed wastewater.flow.
List pump stations located between the project connection point andahe WWTP:
(A) (B) :.: - (C) (D): (B+C) (E)=(A-P)
Design Obligated,
Pump. Average Daily Approx. Not Yet . Total Current . -
Station Firm Flow** Current Avg. Tributary . =: Flow Plus`..,
(Na,me or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD - MGDMGD MGD Flow. Capacity***
#18 BF :.. " -. I R14 0.864 0.113 0.398 0.511 0.353
#1 9af 0.703 0.25.0 0.136 0.398 0.534-0.284
#3 j 1.512 0.672 0.592 0.535 1.127 ' 0.455
* The Firm Capacity'' of any pump station is -defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average -Daily Flow is the firm capacity of the pump -station divided'by a peaking
factor (pf) not less than 2.5.
xxx A Planning Assessment Addendum shall be attached -for each puirip:station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 06-13
Certification Statement:
I- David A. Hollis: - - certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been- evaluated along the route -to the
receiving wastewater treatment facility and that the flow from this -project is not anticipated to
cause any capacity related sanitary se�ver=6verflows or.ov ' urden any downstream pump station
.. ... -.
en route to the receiving treatment plant, under normal circumstances, given the- implementation
of the planned improvements . identified in the ' planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using,
the- best available data: This certification applies to those items listed above in' Sections I and- II
plus all , attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow. ------
-Signing Official Signature ::Date
Page 2 of 6
-FTSE 06-13
FTSE PLANNING ASSESSMENT -ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary. Daily Flow (C) accounts for
79 %:and -0.455 MOD of the Available Capacity (E) in Pump Station
Lift Station # 3 ; and that
b. The rate of activation -of this obligated, not' tributary capacity is currently approximately
0.03 8 MGD per year;: and that
c. A funded Capital Project that will'provide the required planned capacity, namely
US 17 Corridor Force Main Win design or under construction with
planned completion in ' 2014/2015 Budget ; and/or. - - - -
A The following applies:
-The Town of Leland has a 5 year capital project plan which contains the
recommended plan's and funding for the project. This -plan is designed to:,
take the current and f u-thure flow from Lift Station #' 18. and pump directly -
into.the Northeast -Regional Force Main which will bypass. Lift Station #1
and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant.
Therefore:' .. -
Given reasonably _expected conditions -and planning ipformation; there is sufficient justification
to allow this flow to be permitted, with_ out a significant,likelihood of over:allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system' owner from. complying with G:S.
143-215.67(a) : which prohibits the introductio_ ii of :any waste in excess of the capacity of the
waste disposal. system,
.�3 /3
Signing Official Signature Dale
Page 3 of 6
FTSE 06-13
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section H -where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary. Daily. Flow (C) accounts for
1.59 % and -0.284 MGD of the Available Capacity (E) in Pump Station
Lift Station # 1 ; and that
b. The rate of activation of this obligated, not,yet tributary capacity.is currently approximately
0.035 MGD per year; and that
c.. A funded Capital Project that will provide the required planned capacity, namely
'US 17'Corridor Force Main is in design or under construction with
planned- completion in' 2014/2015 Budget ; and/or
d. ' The following applies:
The Town of Leland:has a 5 year capital project plan which contains the
recommended plan's and funding for the project. This plan is designed to,
take the current and furthure flow from Lift Station # 18 and.pump directly
into the Northeast Regional Force Main which will bypass Lift Station #1
and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant.
Therefore:
.Given reasonably, expected conditions- and planning information, there is, sufficient justification.,
to allow this flow to -be permitted, without -a significant. likelihood of over -allocating capacity iii
the system- infrastructure.. . .
I understand that this .does not relieve the collection system owner fiom complying with G.S:
143-215.67(a)_-which prohibits the introduction � of:any waste in, excess of the capacity- of the
waste disposal system.
Page 3 of 6 -
FTSE 06-13
Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
March 25, 2014
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 4
New submittal
Town of Leland
Brunswick County
Dean:
The purpose of this project is to construct 96 single-family homes. With a demand
of 210 GPD per unit.
20,160 GPD of additional flow will be directed by way of 2,090 LF of 4" force
main sewer extension. The proposed force main will tie into the existing 8" main
along Shelmore Way (MH#10) which feeds into existing Brunswick Forest Pump
Station # 5 and ultimately into Brunswick Forest Pump Station #1 (see the
previously approved Permit # W00028587 MOD).
Enclosed please find:I Jkzca�#Vllf.�
• The application and one copy
• A check for $480 �v
• 11 x 17 Pump Station Locations (Color Map)
• 11 x 17 (200 scale) Project Overview
If you have any questions or comments, please feel free to contact m�e.I
VED
APR 15 2014
,—Si erely,
avid Brown
Hanover Design Services
dbrown@hdsilm.com
343-8002 Office
343-9941 Fax
8829-Ph 1 Sec4-DH 1.doc
r'
R I tD
MAR
1123 Floral Parkway
Wilmington, N.C. 28403 Phone (910) 343-8002 Fax 910) 343-9941
Business Firm License No. C-0597
Brunswick Fore'stff
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