WQ0037016_Permit (Issuance)_20230622

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
June 22, 2023
Matthew H. Stiene, Senior Vice President of Construction & Facilities
Novant Health New Hanover Regional Medical Center, LLC
P.O. Box 9000
Wilmington, NC 28402
Subject: Change of Ownership Approval
Permit No. WQ0037016
Scotts Hill Medical Center
New Hanover County
Dear Matthew H. Stiene:
Division personnel have reviewed and approved your permit modification request for Permit No.
WQ0037016. This modification is to change ownership from NHW Healthcare, Inc. to Novant
Health New Hanover Regional Medical Center, LLC, and Novant Health New Hanover Regional
Medical Center, LLC is now responsible for the continued operation and maintenance of the subject
wastewater collection extension. Our database has been revised to reflect the ownership change.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
The Permittee shall maintain compliance with its individual system -wide collection system permit
for the operation and maintenance of these facilities as required by 15A NCAC 2T .0400 and G.S
143-215.9B. If you have any other questions regarding this matter, please contact Matthew Nevills
at [phone] [email: [e-mail]].
Sincerely,
Docu Signed byy:n ,,, • h',,.'' A
306B09556D4140D...
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
enclosures: Permit No. WQ0037016
.0403 Supplement
cc: Neil Luria, CEO
Wilmington Regional Office, Water Quality Regional Operations Section
Municipal Permitting Unit Files (electronic copy)
Q
E Q, �; North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
Moan caaouNn
�1 919.707.9000

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-45961311 B5AO
FCDENR 13D�°�
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 2, 2014
Thomas Walsh, Vice President
Facilities & Support Services
New Hanover Regional Medical Center
2131 South 17" Street
Wilmington, NC 28402
Subject: permit No. WQ0037016
New Hanover Regional Medical Center
North Corridor Emergency Department Sewer
Wastewater Collection System Extension
New Hanover Courty
Dear Mr. Walsh:
John E. Skvarla, III
Secretary
RECEIVED
APR 0 4 2014
N&T
In accordance with your application received March 10, 2014, we are forwarding herewith Permit No.
WQ0037016, dated April 2, 2014, to the New Hanover Regional Medical Center for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Standard Conditions:
Condition 1i.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 Permlttee.
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.
127 Cardinal Drive Extension, Wilmington, North Carolina 26405
Phone: [phone]\ Internet: ww gdehr.gp
An Equal opportunity \ Afflrmative Action Employer — Made In part by recycled paper

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
New Hanover Regional Medical Center
Permit No. WQ0037016
It shall be responsibility of the New Hanover Regional Medical Center to ensure that the as -constructed
prbJect 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 [e-mail].
Sincerely,
fo Th mas A. Reeder, DI ector
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: John Tunstall, Norris & Tunstall Consulting
Kent Harrell, Cape Fear Public Utility Authority
WIRO, Water Quality Section — Wilmington Northside (NC0023965) Sewer Ext. File
Central Files, Water Quality Section
Michael Leggett, PERCS Unit (via email)
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DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
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
NEW HANOVER REGIONAL MEDICAL CENTER
New Hanover County
for the construction and operation of approximately 244 linear feet of 8-inch gravity sewer to serve staff
and visitors at a 24-Hour emergency center and Imaging clinic as part of the North Corridor Emergency
Department project, and the discharge of 3,850 gallons per day of collected domestic wastewater into
the Cape Fear Public Utility Authority's existing sewerage system, pursuant to the application received
March 10, 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.
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-: WQ0037016
Issued Today: April 2, 2014
for Th a A. Reeder, Director
Division 'of Water Resources,. NCDENR
By Authority of The Environmental Management Commission
by lames H. Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Page 3 of 8

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
NEB!!/ HANOVER REGIONAL MEDICAL CENTER 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 Wilmington Northside
Wastewater Treatment Facility (Permit No, NC0023965) 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.
II. STANDARD CONDITIONS
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.
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:
Page 4 of 8

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
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 (Le.
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.
2For-privately-owned-collection-systems,—the-Grease-Control-Program-shall-include-at-Ieast-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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (1) 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 [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:
Page 5 of 8

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
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 [phone] 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 11 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
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.
Page 6 of 8

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131 1 B5AO
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!0 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 Pe mmititee 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.
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 2B .0200 and 15A NCAC 2H .0500.
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DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-4596131I B5AO
FAST WRACK SEWER ENGINEERING CERTIFiCA•TION
PERMITTEE: New Hanover Regional Medical Center
PERMIT th WQ0037016 N&T #"130Fi3
PROJECT, North Corridor Emergency Department
ISSUE DATE; April 2, 20:14
COUNTY, New Hanover
Tills protect shall not be considered complete nar allowed to operate in accordance with Condition 7 of
tills permit until the Division has received this Certification and all required supporting documentation.
Consequently, It should be su13nilttecl In a manner that docurnonts the Division's recelpt. Send the
required documentatlon to the Wllmington Regional Supervisor, Water %mlity 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 Permitted to
appropriate enforcement actions. The Permlttec Is responsible for tracking all partial certificat[ons up
until a final certification Is received. A Fin 'al Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been sirbrnitL•ed.
PERM 7T1liE;'s CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this protect has been constructed pursuant
to the applicable standards & requirerricots, the Professional engineer below has provided applicable
design/construction Information to the Permittee, and the Permlttee Is prepared to operate & maintain
the wastewater collectlon system permitted herein or portion's thereof,
Thomas Walsh, Vice Preside' —
Printed Narrle, Title Signature te:
Facilities & Support Services
ENGINFER'S CERTIFICATION
1, John S. Tunstall, P.E. as a dui registered Professional En Ineer In the State of North Carolina,•
having been authorized to observe (Jperiod[cally, [I weekly, Lj full time)'the construction of the
protect name and location as refermiced above for the above Permlttee hereby state that, to the best of
MY abilities, due care and diligence was used III the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 1SA NCAC 27; the
Dlvlslon of Water Resources' (1)10slon) 011Vity Sewer Minimum Design Crltorla adopted February 12,
1996 as applicable, the Dlvislcn's Minimum Design Crlterla for the Fast -Track Permitting of Rump
Stations and Force.Mains adopted June 1, 2000 as applicable; and other supporting materials.
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NC Dlvlslon of Water nesDllrces —Water qu<lIlty Section 12.7 Cordlhal brlVe ExtErlslorl Wilnllnt,,ton, NC 28405
Wilmington Regional Office Ph❑rler 91.0-796--7215 t-AX! 910-350-2004

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-45961311 B5AO
RESOLUTIONS OF THE BOARD OF MANAGERS OF
NOVANT REALTH COASTAL REGION, LLC APPROVING
NOVANT HEALTH NEW HANOVER REGIONAL MEDICAL CENTER, LLC
OFFICERS
February 28, 2023
The undersigned, being the sole member of Novant Health New Hanover Regional Medical
Center, LLC ("NH NHRMC'), a North Carolina limited liability company, acting pursuant to the
authority of Sections 57D-3-20(d) and 57D-3-22 of the General Statutes of North Carolina, and
for the purposes of identifying the officers of NH NHRMC, sloes hereby adopt the following
resolutions:
IDENTIFICATION OFQFFIC'ER.S
WHEREAS, Novant Health Coastal Region, LLC ("NHCR') is the sole member of NH
NHRMC; and
WHEREAS, pursuant to Section 61 of the Amended and Restated Operating Agreement
of NH NHRMC, NHCR retains the authority to appoint officers of NH NHRMC; and
WIiEREAS, the NHCR Board of Managers deems it advisable and in the best interests of
NHCR and NH NHRMC to appoint Matthew Stiene and Jeff Lindsay as corporate officers of NH
NHRMC for the purpose of delegating authority to act on behalf ofNH NHRMC.
NOW, THEREFORE, RE IT RESOLVED, that the NHCR Board of Managers, as sole
member of MR NHRMC, does hereby designate, appoint, ratify, and confirms Matthew Stiene and
Jeff Lindsay as corporate officers of NH NHRMC; and
FURTHER RESOLVED, that the NHCR Board of Managers does hereby designate,
appoint, ratify, and confirm the following as the updated list of officers of NH NHRMC to serve
in the following officer capacities until their successors are duly appointed:
BOARD OFFICER;
Jim Hundley, Jr.
William Hope, M.D.
Johnsie Davis
CORPORATE OFFICER:
Carl Armato
TITLE:
Chair
Vice -Chair
Secretary
TITLE:
President and Chief Executive Officer
John Gizdic Executive Vice President

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-45961311 B5AO
Jeff Lindsay Execative 'Vice President
Shelbourn Stevens President of NHCR and NH NHRMC
Matthew Stiene Senior Vice President
FURTHER RESOLVED, that the officers of NH NHRMC be, and hereby are. authorized,
empowered, and directed to do all other things and acts, to execute and deliver all other
instruments, documents, and certificates, and to pay all casts, fees, and takes as may be, in their
sole judgment, necessary, proper, or advisable in order to carry out and comply with the purposes
and intent of the foregoing resolutions, and that all of the acts and deeds of such officers of NH
NHRMC that are consistent with the purposes and intent of such resolutions be, and hereby are, in
all respects, approved, confirin.ed, and adopted as the acts and deeds of NH NHRMC.
The undersigned Chair of NHCR Board of Managers hereby certifies that the foregoing resolutions
were adopted by a majority vote of the members of the NHCR Board of Managers at a duly called
meeting thereof held on the date above, at which a quorum was present.
1V1EM]BER:
Mitcb Lamm, NHCR Hoard Chair

DocuSign Envelope ID: 867126FE-EFEO-4737-B75F-45961311 B5AO
15A NCAC 02T .0403 PERMITTING BY REGULATION
(a) Collection systems having an actual, permitted or Division approved average daily flow less than
200,000 gallons per day are deemed permitted pursuant to Rule .0113 of this Subchapter provided
the system meets the criteria in Rule .0113 of this Subchapter and all specific criteria required in this
Rule:
(1) The sewer system is 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.
(2) A map of the sewer system has been developed and is actively maintained.
(3) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response has been
developed and implemented.
(4) Pump stations that are not connected to a telemetry system (i.e., remote alarm system) are
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump
stations that are connected to a telemetry system are inspected at least once per week.
(5) High -priority sewers are inspected by the permittee or its representative at least once every
six -months and inspections are documented.
(6) A general observation by the permittee or its representative of the entire sewer system is
conducted at least once per year.
(7) Overflows and bypasses are reported to the appropriate Division regional office in
accordance with 15A NCAC 02B .0506(a), and public notice is provided as required by G.S.
143-215.1C.
(8) A Grease Control Program is in place as follows:
(A) For publicly 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 for new
construction and retrofit, if necessary, of 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.
(B) For privately owned collection systems, the Grease Control Program shall include at
least biannual distribution of grease education materials to users of the collection
system by the permittee or its representative.
(C) Grease education materials shall be distributed more often than required in Parts
(A) and (B) of this Subparagraph if necessary to prevent grease -related sanitary
sewer overflows.
(9) Right-of-ways and easements are maintained in the full easement width for personnel and
equipment accessibility.
(10)Documentation shall be kept for Subparagraphs (a)(1) through (a)(9) of this Rule for a
minimum of three years with exception of the map, which shall be maintained for the life of
the system.
(b) Private collection systems on a single property serving an industrial facility where the domestic
wastewater contribution is less than 200,000 gallons per day shall be deemed permitted.
(c) The Director may determine that a collection system should not be deemed to be permitted in
accordance with this Rule and Rule .0113 of this Subchapter. This determination shall be made in
accordance with Rule .0113(e) of this Subchapter.
History Note: Authority G.S. 143-215.1(a); 143-215.3(a); 143-215.913;
Eff. September 1, 2006.