WQ0029692_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E. Director
Division of Water Quality
January 18, 2006
Mr, Barry Webb, City Manager
City of Belmont
PO Box 431
Belmont, North Carolina 28012
Subject: Permit No, WQ0029692
Eastwood Outfall
City of Belmont
Wastewater Collection System Extension
Gaston County, North Carolina
Dear Mr, Webb:
In accordance with your application received on December 27, 2005, we are forwarding
herewith Permit No. WQ0029692, dated January 18, 2006, to the City of Belmont 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 the permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) 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. 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,
0
Mooresville Regional Office 6.10 East Center Ave., Suite 301 Mooresville., NC 28115 Phone: [phone] Fax: [phone]
lnternet: h2o.enrstate.no.us Customer Service: 1-877-6236748
An Equal Opportunity/Affirmative Action Employer - 50% Rec-yeledil 0% Post Consumer Paper
Carolina
orally

Mr Webb
Page 2
January 18, 2006
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 City of Belmont for the construction and operation of approximately 210 linear feet of 8-
inch gravity sewer, 2,226 linear feet of 10-inch gravity sewer, 1,942 linear feet of 12-inch gravity sewer
as part of the Eastwood Outfall sewer project, and the transfer of 280,000 additional gallons per day of
collected domestic wastewater into the Town of Cramerton's existing sewerage system, pursuant to the
application received December 27, 2005, and in conformity with 15A NCAC 2H _0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Cramerton
WWTP (NPDES No. NC0006033) prior to being discharged into the receiving stream.
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 perrnit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
fir Alan 1AL Klimek, RE.
cc: Gaston County Health Department
Mooresville Regional Office, Surface Water Protection (WVVTP Permit No. NC0006033)
Gerald Hatton, ARCADIS G&M of North Carolina, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

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:
1, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein,
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting 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.
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e,
365 days per year). Purnp 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 maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B ,0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215,1C.

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 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 shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H ,0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215,6C.
9. 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.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
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 [phone] or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 18th day of January, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,for Alan W. kljniek, PE,, Director
Division of Water Quality
By Authority of the Environmental Management Commission
WQ0029692

Fast Track Engineering Certification
Permit No, WQ0029692
January 18, 2006
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, 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 should be clearly identified on the record drawings or in written summary form. Permit
modifications are re uired fo n chan es resultin non -co liance with this ermi e ulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be'sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Li Partial E Final
, as a duiy registered Professional Engineer in the State of North Carolina, having
been authorized to observe a:periodically, Ej weekly, E] full time) the construction of the Eastwood Outfall, a
Gaston County project 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partia certifications up until a final certification is received. 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.

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
1 a, City of Belmont, NC
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
0 lb. Barry L. Webb, City Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc, The legal entity who will own this system is:
0 Individual Li Federal Z Municipality [Li State/County LIJ Private Partnership 0 Corporation 0 Other (specify):
ld, PO Box 431
LL Mailing Address
if. NC
State
0
1 h. [phone]
Telephone
li, [phone]
Facsimile
le. Belmont
City
lg. 28012
Zip Code
1j. [e-mail]
E-mail
O 2. Project (Facility) Information:
2a. Eastwood Outfall 2b. Gaston
Brief Project Name (permit will refer to this name) County Where Project is Located
< 3. Contact Person:
• 3a. Gerald E. Hatton
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
Phone Number E-mail
1. Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item 8(3)) 0 Private (go to !tem 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one
Retaining Ownership (Le. store, church, single office, etc.) or El Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3)) 0 Homeowner Assoc./Developer (Instruction IV)
E] Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Town of Cramerton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Town of Cramerton — Eagle Road WWTP 4b. NC0006033
Name of WWTF WWTF Permit No.
5a. Town of Cramerton 5b. WWTF headwork Gravity 5c. connects directly to bar structure
Owner of Downstream Sewer Receiving Sewer Size [1] Force Main Permit Number of Downstream Sewer (if known
6. The origin of this wastewater is (check all that apply):
% Domestic/Commercial
%Industrial
% Other (specify):
7 Volume of wastewater to be allocated for this particular project: 280,000 gallons per day (see attached letter explaining)
*Do not include previously permitted allocations
Residential Subdivision
Apartments/Condominiums
El Mobile Home Park
El School
0 Restaurant
• Office
0 Car Wash
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify)
B. If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will he permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
F1'A 02/M - ev, 3 04/05

CK APPLICATION for GRAVITY SEWERS, PUMP STA'PIONS„AND FORCE :MAINS PAGE 4
9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H ,0219(I)(3),
z
z
0
0
z
0
0
U.,
z
Existing flow to Eastwood Pump Station operated by the City of Belmont, NC that will be eliminated
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 210
10 2226
12 1942
ENTER TOTAL LINE LENGTH IN MILES 0.83
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Gravity
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
plans for cross-reference) (MGD) GPM i TDH portable generator wltelemetry; 4-wet well storage)
m 12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
se Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H ,0200 as applicable?
U.I Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
Cl. variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
11 Have the following permits/certifications been submitted for approval'?
Wetland/Stream Crossings - General Permit or 401 Certification'? [1] Yes Ell No [,E1 N/A
Sedimentation and Erosion Control Plan? 0 Yes 1121 No ID N/A
Stormwater? 0 Yes 0 No El N/A
14, Does this project involve aerial lines or siphons? Check if yes: El
These lines will be considered hiah ()north, and roust bie checked once every six months
15, Does this project have gravity sewer tines designed at minimum slopes"?1,Z
Eie aware that the Division will not accept installed lines more than 100, flatter than the minimum. ,slope. Lines insitailed outside this lollerance should be
corrected prior lo submitOng the final engineering certification.
FTA 02/03 - Rev, 3 04705

PCK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AN
ORC,F, MAINS PAGE 5
1. Use the Division's guidance document entitled, "'DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
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.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County RIndex iver Basin Classification
Sub " h 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Barry L, Webb, attest that this application for EASTVVOOD OUTFALL has been reviewed by me and is accurate and
complete to the best of my knowledge. understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete_ Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.68,
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 f" not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
la.
ate
attest that this application for EASTWOOD OUTFALL 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 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 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 (hall
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 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
well as civil penalties up to $25,000 per violation.
ci
Signing 0 1 Si. .ture
2, Professional Engineer's Certification:
2a, Gerald E. Hatton
Professional Engineer Name
2b. ARCADIS G&M of North Carolina, inc.
Engineering Firm
2c, 13777 Ballant ne Corporate Place, Suite 250
Mailing Address
2d, Charlotte 2e, Nc 21. 28277
City State Zip
2g. [phone]
Telephone
2h, [phone] 2i, jhattonigarcadis-us,com
Facsimile E mail
'HA 02./03 .Rev, 3 04/05

Pe
Number Q0029692
Centrap File. APS SWF
01/11/06
Per it Tracking lip
ProgramProgra Category'
Non -discharge
Permit Type
Gravity Sewer Ext
Extensions
Primary Reviewer
dee.browder
Permitted Flow
280000
F ility
Facility Name
Eastwood Outfall
ion Address
Owner:
Owner Name
City of Belmont
Date Events
Status Project Type
In review New Project
Version Permit Ciessification
nsion, Pump Stet ons Pressure Sewer A individual
Orig issue App Received Drafl
12/27/05
Regulated Activities
Apartment complex
Condeminiun
Subdivision
utfan NULL
Waterbody Name
Scheduled"
issuance,
ct Affiliation
Owner Type
Government
Owner Afllai
Barry
PO Box 41
Belmont
Public Pic
kJd
Region
Mooresve
County
Gaston
Affiliation
E
Regues eeied Events
Additional in alien requested
Addittanal information received
Expir
ndex Number Current Class Subbasin
on

PAY
TO THE
ORDER
OF
City of Belmont
115 N. Main Street
P.O. Box 431
Belmont, N.C. 28012
[phone]
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WACHOVIA BANK & TRUST COMPANY, N.A, 04061 4
BELMONT, N,C_ 25012
66-©21
DATE
CHECK NO.
CHECK AMOUNT
THIS D SBL"RSEMENT HAS BEEN APPROVED AS F EQUIRE© BY
THE LOCAL GOVERN T BUDGET A nta++ L. C✓: TROL ACT.
000406140 1:n 5 3000 2 191: 2008a 2 1 20006 3e

Decber 15, 2005
City of Bel
Attentio
PO Box.
Belmont,
Re: Waste
Dear Mr. Web
The Town of Cr
Belmont upon
Plant (NPDES?'
Water Quali
RA1n!RJtN(est 1921 )
kept up to 280,000 gallons per day of wastewatet from the City of
wood Outfall to the Cramerton Eagle Road Wastewater Treatment
application for this project will be submitted to the NC Division of
font as applicant.
This flow ac pt nce'is ba d pon the "Amended astewa
the Town droop/.
If you should have any questions,
Hall, 7t)4-24.4337..
Since el
Michael
Town Mana
equire additionation, do no hesi
between
155 North Main Street Crarnerton, NC 28032 704/824-4337
at` Town

O81 ° 04' 0.00" W
081' 03' 0.00" W
z
081' 04',0.00"
Copyright (Cp 199/, Maptoch, Inc
0

C-1-1►1-U 4-
Nit---70: nn 1 CAC
Michael F. Easley, t3overno
William C. Ross Jr., Secretary
North Carolina Department of Environment and. Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 20, 2005
Mr. Barry Webb, City Manager
City of Belmont
Post Office Box 431
Belmont, North Carolina 28012
Subject: Permit No. WQ0028971
City of Belmont
Eagle Park. Subdivision
Wastewater Collection System Extension
Gaston County, North Carolina
Dear Mr. Webb:
In accordance with your application received on June 16, 2005, we are forwarding herewith
Permit No. WQ0028971, dated June 20, 2005, to the City of Belmont 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 Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) 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. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-2.15.6A 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.
Mooresville Regional Of ice 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycledi10% Post Consumer Paper
hCarolina
rturalij

Mr. Barry Webb
Page 2
June 20, 2005
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 City of Belmont for the construction and operation of approximately 11,184 linear feet of
8-inch gravity sewer; a 282-gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, an on -site generator with automatic transfer switch; and 1,380 linear feet of 4-
inch force main to serve 278 three bedroom apartment units, 200 two bedroom apartments, and 85,500
square feet of retail/office space as part of the Eagle Park Subdivision project, and the discharge of
156,630 gallons per day of collected domestic wastewater into the City of Belmont's existing sewerage
system, pursuant to the application received June 16, 2005, and in conformity with 15A NCAC 2H
.0200; the Division's Gravity Sewer Minimum. Design Criteria adopted February 12, 1996, as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently fled and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Cramerton
Eagle Road WWTP (NPDES No. NC0006033) prior to being discharged into the receiving stream.
This permit shall become violable unless the agreement between the City of Belmont and the
Town of Cramerton for the collection and final treatment of wastewater is in full force and effect.
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 159E 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 Dee Browder at (704)
663-1699.
Sincerely,
for Alan
Klimek, P.E.
cc: Gaston County Health Department
Mooresville Regional Office, Surface Water Protection (WWTF Permit No, NC0006033)
Jeffrey C. Orsborn, GNA Design Associates
Surface Water Protection Central Files
Marie Doklovic, PERCS

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:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and. Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting 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.
c. An operation and maintenance plan shall be developed and implemented..
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system 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 maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 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 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 shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. 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.
10. 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.
11, Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
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.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most.
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 20th day of June, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klim k, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028971