WQ0036985_Regional Office Historical File Pre 2018

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NCDENR
North Carolina Department GndNah/nl Resources
Division ofWater Resources
Water Quality PnUgG]nOS
Pat McCrory Thomas A.Reeder
Governor Director
LWebb, City Manager
City ofBelmont
115 N. Main Street
Belmont, NC3818Z
Subject:
Permit No, VVO0O36985
Stowe Point
Wastewater Collection System Extension
Gaston County
Dear Mr. Webb:
John E. cretary
accordance with your application received on February 26. 2014, we are forwarding herewith to
Permit No. VVQ0036985, dated February 28, 2014, to the City ufBelmont 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
ConditionH.4� Requires that the wastewater collection facilities heproperly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued tothe Pe/mittee.
It shall be responsibility of the City of Belmont to ensure that the as -constructed project
n
rmeetsthe
appropriate design criteria and rules. Failure tocomply may result inpenalties inaccordance with North
Carolina General Statute §143-21S.6Athrough §143-21S.G(,construction ofadditional nrreplacement
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 written petition, conforming to Chapter I50B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC%7639-67l4. Unless such demands are made, this permit shall befinal and binding,
wocresvilfe Reqiona/Office
Locatiums1oEast Center Ave'Suite oo1 Muummm1e.mc28115
pmomr(7O4}O03-,699\Fax�(7O4)6@3-5V40\�o�nmrE�mms/-8/t-623-6740
mternet

y of Belmont
6985
If you need additional information concerning this matter, please contact Sujatha Na ul pally at
663-1699 or via e-mail atSujatha.Nagulapally@ncdenrgov.
for Thomas A. Reeder
Division of Water Resources
Cc: Mooresville Regional Office
Steven S. Wilson, P. (e@copy)
Water Resources Central Files
PERCS
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office

NCDENR
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
City of Belmont
Gaston County
for the construction and operation of approximately 2,877 linear feet of 8-inch gravity sewer to serve
the Stowe Point project and the discharge of 24,480 gallons per day of collected domestic/commercial
wastewater into the City of Belmont Wastewater Treatment Facility existing sewerage system, pursuant
to the application received February 26, 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,
Per
issued this 28"' day of February, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036985

,
SUPPLEMENT TO PERMIT COVER SHEET'
City of Belmont 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 City ofBelmont Wastewater
Treatment Facility (NCO021181) 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 lSANCAC2T; the Division's 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 I, 2000 as applicable, unless spedficaUy 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 perm)1tee^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,
1. SPECIAL CONDITIONS
1, If, at any time the additional wastewater flow volume made tributary tnthis sewer extension is believed to
exceed the value permitted herein, a modification shall be, requested for this permit from the Division of'
Water Resources to properly allocate the subject wastewater flow.
Z� No flow in excess of the quantity permitted herein, 24,480 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in Mow has been submitted to and
approved bythe Division ofWater Resources.
Ill. STANDARD CONDITIONS
I This permit bnot transferable. in the event thee is desire for the wastewater collection facilities tmchange
ownership, or there is name change mfthe Permittee' a formal permit request shall besobn�4,*d to the
Division accompanied by documentation from the parties involved, and other supporting materials as may he
appropriate, The approval of this request shall be considered on its merits and may or may not be approved,
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit,- 15A N[AC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12' 1986 as applicable; the Division's Minimum Design Criteria for the Fa5t-Track Permitting
nfPump Stations and Force K8xms adopted June l' 2000as applicable; and other supporting materials un|en
specifically mentioned herein,
3, This permit shall be effective only with respect to the nature and volume of wastes described in the
appOcaOonand other -supporting data.

-
. .
4,.The wastewater uuUeciion facilities shall be property maintained and operated a, all times, The Permitee
| shall maintain compliance with an individual system -wide collection system permit for the operation and
m matemanceof,hose facilities as required by 15A N[A[ ZT .0403. If an individual permit is not required' the
following performance criteria shall bemet as provided in 15A NCACZT.0403:
-
b, A map of the sewer system shall be developed and shall be actively maintained.
a. The sewer system shall be effectively maintained and operated at all times toprevent discharge to land or
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 atelemetry system shall be inspected ewer dxy(ie. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected atleast once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented,
[ A general observation of the entire sewer system shall be conducted at least once per year,
g, Overflows and bypasses shall be reported tnthe appropriate Division regional office in accordance with
15A W[A[ 28 .0506(a)' and public notice shall be provided as required by North Carolina General Statute
0145'215l
For public owned collection systems, the Geese Control Program shall include at leas 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. |exv| means to control
grease entering the system from other public and privatosateUite sewer systems.
2 For privately owned collection systems' the Grease Control Program shall lndadc at least bi-annual
distribution of grease education materials to users of the collection system by the 9erminee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (l) and (2) of this
,Subparagraph ifnecessary zo prevent grease -related sanitary sewer overflows,
i Right'ofvoa9sand easements shall bemaintained imthe full easement width for personnel and equipment
i Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception uf the map, which shall bemaintained for the life ofthe system,

5 Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704 663 -1699, as soon as possible, but in no case more than 24 hours or on the next
working clay, 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 facilityincapable of
adequate wastewater transport, such as mechanical or electrical! failures of purnps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c, Any 550 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 [phone], Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part of Form CS-SS0 (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 U 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 Operation& 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, 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 nuthe pnojat that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, an the certification in the space
provided, orinwritten summary form.
Prior tuCertification (Final or Partia0: Permit mod4icazions are required for any changes resulting in non-
compliance with this permit (including pipe length increases of10% 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 variance, to the Minimum Design
Criteria wit) bereviewed 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 ,he permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement orrepair prior tocertification &activation.
& A copy o/ the construction record drawings shall be maintained on file by the Pe/mioee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Des�gn Criteria adopted February 12, 1996 as applicable; the Division's Kx|n}mvm 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 Carol ina'|icenued Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, imdudimg the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities,
11. The issuance mfthis permit shall not exempt the Permittpe from complying with any and all statutes, m|e`
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 lSA N[A[ 28 .0200' erosion and
sedimentation control requirements in 15A NCA[[h. 4 and under the Division's General PermitNC6OI0088
and any requirements pertaining towetlands under 15A N[ACZB,U2C0and 15ANQ\C ZH .05�00.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Belmont Permit No, WQ0036985
Project: Stowe Point
Issue Date: 2/28/2018
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• 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 pumo 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 required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria: Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefore, it is highly recommended that this certification
be sent in a manner that provides �roof of receipt by he Division.
PERMITTEE'S CERTIFICATION
, 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
ENGINEER'S CERTIFICATION
El Partial L Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E periodically, weekly, El full time) the construction of the subject 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 02T; 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.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial 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
D\N'R Use On I\
How ("rom his ero:e.,et tribuityy to:

z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
ner/Pernniittee:
la. Cif of Belmont
Full Legal Name
1 b.
1 c.
Mr. Barry Webb
Signing Official Name and Title (Please review 1
The legal entity who will own this system is:
Individual ❑ Federal Municipality ❑ State County ❑ Privet
ny, munipaiityr, HOA, utility, etc,
• ld. 115. N. Main Street
• Mailing Address
1f. NC
' State
h. 704-825-5586
Telephone
804-825-0513
Facsimile
Project (Facility) Information:
2a. Stowe Point
Brief Project Name (permit
Contact Person:
Steven S. Wilson, P,E. Design Engineer
3b.
refer to this name)
cation Number:
ompleted by DWR
A NCAC 2T _0106 (b) for authorized signing official
Partnership 0 Corporation ❑ Other (specify):
le Belmont
City
1g. 28012
Zip Code
bwebtcityot
E-mail
Name and Affiliation of Someone Who Can Answer Questions About this Application
704-841-1604
Phone Number
Project is New i_] Modifi
Owner is Public (skip to Item B(3)
oject is Located
3c. [e-mail]
E-mail
n existing permit) If Modification, Permit No.:
❑ Private (go to item 2(a))
2a, If private, applicant will be:
❑ Retaining Ownership (Le, store, church, single office, etc) o
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
2b. If sold, facilities owned by a (must choose
ne)
Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
City of Belmont
O Owner of Wastewater Treatment Facility F) Treating Wastewater From This Project
4a. City of Belmont WWTP
Name of WWTF
_ 5a. City of Belmont J5b 18 Gravity
O Owner of Downstream Sewer Peceiving Sewer Size ;❑ Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
4b. NC0021181
WWTF Permit No,
unknown constructed about 1
Permit # of Downstream Sewer (In
❑ Retail (Stores, shopping centers)
O Institution
O Hospital
❑ Church
© Nursing Home
❑ Other (specify):
in F)
100% Domestic/Commercial
Industrial
(Attach Description
% Other
(Attach Description
Volume of wastewater to be allocated or permitted for this particular project: 24,480 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permit
0 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)
hat connect to this line
F'i°A 08-13 APPLICATION Page 4 of 6

z
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) AND/OR 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).
51 lots X 4 bedrooms/lot X 120 gallons per day per bedroom
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
New Gravity or Additional
Force Main
2,877 new gravity
Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
© Pump Station Location ID:
1a
Z
(self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Poin
GPM @TDi
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID: (self chosen - as shown on plans/map for referen
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM ©TDH
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. VVill the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LJ Yes No If Yes, permit number of 2nd treatment facility :
(RO — if `yes" to 6,12 please contact the Central Office PERCS Unit)
1 Does the sewer system comply with the Minimum Cesi n Criteria for the Permittin of Pum Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Ch pter 2T as applicable?
ai Yes © No If No, please reference the pertinent 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
ETA 08-13 APPLICATION Page 5 ©f6

IIIIIIPIIIPPP-
14, Have the following permits/ ertifications been submitted for approval for the system gar project to be served?
Wetland/Stream Crossings - General Permit or 401Cerbfi Lion? ❑ Yes ❑ No El N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No N/A
Trout Buffer Waiver? ❑ Yes [] No N/A
Stormwater? ❑ Yes ❑ No N/A
t13
0
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:
1a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Barry Webb , attest that this application for Stowe Point
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation,
S'igninOfficiatgnature'
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I1 AL OF THIS
APPLtCATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXiMITYa
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
Professional Engineer's Certification: Signature of Design Engineer and Project Name)
1, Steven S. Wilson ,attest that this application for Stowe Point 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 far 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 other professionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215, 6A and 143-215..6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, Steven S. Wilson
Professional Engineer Name
2b. Landworks Design Group, P.A.
Engineering Firm
2c, 7621 Little Avenue, Suite 111
Mailing Address
2d. Charlotte
NC 2f. 28226
City State Zip
2g. 704-841-1604 2h. 704-841-1604 2i. swilsonpiandworkspa.com
Telephone Facsimile E-mail
till:! S(-g
ETA 08-13 APPLICATION
Page 6 cat`6
NC PE Seal, Signature
Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Belmont
Project Name for which flow is being requested: Stowe Point Subdivision
ii.fore than one F'TSE rnciy be required for a single project if the owner of the TVUTP is not responsible for all pump
stations along the route eef the proposed wastewater flow.
Complete this section only if you are the owner of the waste ti pater treatment plant.
a. WWTP Facility Name: City of Belmont WWTP
b. WWTP Facility Penuit €: NCOO21181.
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
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
All flows are in MGD
5.000
TP 0.981
1.275 (201 average)
0.025
281
46%
11. Complete this section for each pump station you are responsible for along the route oft its
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx.., Not Yet Total Current
Station Firm Flow** Current Avg, Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow„ Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
None
* 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 Tess 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
F°TSE

ertlftattotl State
l Barry 1d, Webb, City Manager er certify to the best ofa y knowledge that the addition of
the volume of wastewater to be pennitted in this project has been evaluated slang the route to the
receiving wastewater treatment facility and that the flaw from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overbtarden any downstream pump station;
en route It the receiving treatment plant under normal circumstances, given the implementation
entation
of the planned improvements identified in the planning assessrnent where ;applicable. This
analysis has been perfci ed in accordance with local established policies and procedures using
the best available. data. This certification applies to those items listed above in`Sections 1 and 11
plus all attached planning ;assessment addendurras for which l at the responsible party.
Signature of this form indicates acceptance of this wastewater flow:
ent:
Sighing 0 atSignature
Date
Pagof

TSE PLANNING IN SSE SSMFNT AD ENDUM (PAA)
Subnnnit a phu nninnp asses eat addendum for each pump station listed in Section ere Avail e
Capacity is <
Pump Station (Nam
or Nurnnher
Gh'en that:
The proportie
nd
rate of activation
of Obligated, Not Yet Tributary Daily Flow ( ) accounts ni
MAD of the Available Capacity (ti) in Pump Statio
nd tliat
l he n of tlnr obhg
D per yetra
A funded Capital Project that c {ill
d completion in
lowing applies:
ted, not yet trifsrntar° capacity currentlpproimant
nd that
wide the n�epuir d planned capacity, ty
i design or Wander cone to ctirnnn
andl r
Therefore::
Given reasonably expected conditions and planningirnfcnr'nation, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
tlne system infrastructure.
1 understand that this does not relieve the collection system owner from co p[yin €itln .Sa
14-215,67(a) which prohibits the introduction of any waste in excess of the rapacity of the
waste disposal system,
Signing cial 'gnat
Date
Page of
f`TS p

Instructions for: How Tuacking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning .Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the .name of the WWTP that will receive the wastewater flow,
b. WWTP Facility,Permit #: Enter the NPDES or Non -Discharge. number for the WWTP receiving the
wastewater flow,
c. WWTP facility's •ermitted flow, MGD: From WWTP owner's NPDES or Non -Discharge pe.nnit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. ,Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial.
users who may not be using all. of their flow allocation. Please contact your Pretreatment Coordinator
for infonnation on industrial flow tributaiy to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been Obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60')/0 of permitted flow used. Annual updates shall he submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent. of permitted flow used reaches 60©. Semi-
annual time period are defined as January 1 through June 30 and July 1 through Deceniber 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July .15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec),
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow,MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g.. Total .ctual and obligated flows to the facility, MGD Equals [d + e + f
h. Percent of permitted flow used: Equals [(g / 100]
Page 4 of 6
FTSE 08-13

For example:
On :January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2,7
MGD. There is a proposed flow expansion of 0,015 MGD.
The first Form FTSE submitted after January 1.5, 2008 may have numbers like this:
c. = 6.0 MGD
d., = 0.5 MGD
e. = 2,7 MGD
— 0.015 MGD
g. = 3.215 MCID
h. = 53.6
The next Form FTSE may be updatedlike this with a proposed flow expansion of 0.102 MGD,
c. — 6.0 MGD
d. = 0.515 MGD
c. 2.73 MGD
= ()AU MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent Form FTSE- will be updated in the same manner,
Section Di
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extensio.n. project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). 'Include the proposed flow for this project 'with other obligated flows that have been.
approved for the pump station but are not yet. tributary (C).
Finn capacity is the maximum pumped flow that can he achieved with the largest pump out of service as
per the Minimum Design Criteria..
Design A crag e Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
1.f. the available capacity (F) for any pump station is 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process,
Firm
Purnp Station Capacity
(Name or Number) MGD
Kaw Creek PS
Valley Road PS
(A) (B)
Design
Average
Daily Flow
(Finn / pf)
0,800 0.320
1.895 0.758
Approx.
Current Avg.
Daily Flow,
MGD
0.252
(C) (D).----(B+C) (E)(.A-D)
Obligated,
Not Yet.
Tributary
Daily How,
MGD
Total Current
Flow Plus
Obligated
Flow
0,080 0.332
0.472 0,135
Available
Capacity*
-0.012
0.607 0.151
Page 5 of 6
.r-rrsE 08-13

Planning Assessment Addendum Instructiots
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < O.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accep-t the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related. sanitary overflows and must take all. steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a plat -flied
project in the fiature not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a plaimed
solution to capacity tracking and acceptance complia.nce.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. .A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion. in ; and/or
d. The following applies:
Themaster plan and ten year capital plan contain recommended scope and funding for capitalproject
entitled Kaw Creek Pumptation ut upgrade with funding. planned in July 2014. This project is planned to
add 0.100 MGD to the fikm. capacity of the pump station by October 2015, Inclusion of this proposed
capital project. as a condition of this Flow Tracking/Acceptance for Sewer Extension_Permit Application
elevates this project's priority for finding and construction to be implemented ahead of the activation of
obligated not yet tributary flows in amounts that exceed. the firm pump station capacities identified in
Section II above.
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 in the system.
infrastructure.
Page 6 of 6
FTSE 08-13

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
ppijcant Name
C4Y of
Professional Engineer Name
Location
ID
Name of
erb d
Goun
_project Name
neering Firm Name
River
Basin
L
Waterbody Stream Waterbody
Index No. Classification
titiggit
WS-V
twaito„„i Adolt
113111ia
df unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
FORM: WSCAS 08-13
Page 1 of 1

rks Design Group, P
76 Ile Suite 111
Charlotte, NC 28226
Date: O 4
R
Proj.#: 13027
Stowe Point
Telephone: 7 4-.' 41-16 4
Facsimile: 704- -1 4
This project is a re -permit of an abandoned phase of a project originally named "Mcl.aren at Pinsto
This project was originally permitted by CPR Associates„ Inc; in 2006 and was partially constructed and
certified.. After several years of inactivity, the project was deemed abandoned.
The enclosed application has been prepared to permit Phase 2 of the project and will contain 51 total
lots. These lots will be fed by gravity sower. The City of Belmont is the applicantfor the project.
From;
Cc:
Steve Ikon

0003
Central ies
Permit Tracking li
F
2/28/2014
Program Catagory
Ion -discharge
Permit Type
Gravity Sewer Esters
Reviewer
ta.nagulapally
Cods tat B Rule
Permitted Flo
24,480
ras
Active
Version
1,00
Project Type
New Project
Porn* Class„iriee
individual
Ferrrstt routed a ff iiatlen
Pac
as Hasse
e Swag
eeataen Address
Pas
a tantar t
Region
taoresvill
County
Gaston
Ow/ er Name
City 01 Belmont
D Events
Garner type
NoroGoverronen
Garner Affiliation
t3arry I_. Webb
c ty manager
FAO Box 431
NC 28 12043
Ogg Issue
2/28/2014
Egg
Out
tap Received Draft Irtitla
2/26 2014
Schedule 1
issuance
Pub
Requesir.d "lit
Josue Effective Ewanatsan
2/2812014 2/28/2014
dandy tfarlre
Number
arrest Clasp 8ubba 'sn

IrTRH
Perm ittee:
Project
CK ENGINEERING CERTIFICATION
City of Belmont
Stowe Point
Permit No. WQ0035986
Issue Date: 2128r2018
Complete and submit ,this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVS
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
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) tor any pump stations
permitted as part of this project
Changes to the project should be dearly identified on the record drawings or in wren summary form. Permit
modifications are required for ant(pttinges resulting in non-compliance wi h this pertnit,wregulatons or
i um d rt odt^atioshould be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that fhis C,er'tification
he_ent in a manner that provides ;Kopf of recut by the Division.
i been construr
provided appli
maintain the w
Printed Name, Title
PERftUTTEE'S CERTIFICATION
undersigned agent for the Perrnittee, hereby state that this project has
ur uant to the appbcabte standards & requirements, the Professional Engineer below has
d sign/construction information to the Permittee, and the Permittee is prepared to operate &
collection system permitted heren or portions the
ENGINEER'S CERTIFICA
El Partial Fi
a duly regi&tered Professional Engineer in the State of North Carolina,
having been authorized to observe �pertothcally, Li weekly, [ fa time) the construction of the subject pra)ect
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 02T, 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
North Carolina Professional Engineer's
Seal, signature ad date:
ARp( SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ITIN
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
NMOORESVtLLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Pe trnit riertl t nsibie for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater coHectlon system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Perrnittee to appropriate
enforcement actions.
G)\\ I
ii)

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Transnttai
Date: 7/18/14
To: NCDENR — Marcia Alloco
Address: 610 East Center Ave
Mooresville, NC
Re: Stowe Point subdivision Be on NC
Proj.# 13027
Via:
Fed Ex Ground
ri For Approval As Requested
For Review Approved as Submitted
For Review & Comment LI Approved as Noted
Copies
1
1
Date
7/17/14
7/17/14
Telephone: [phone]
Facsimile: 704- 1 i604
Returned for Corrections
Resubmit Copies for Approval
Submit Copies for Distribution
Description
As built sewer and water plans — sheets SW-1,2 and 3
Sewer certification
Remarks: For project WQ0036985. Enclosed are hard copies of the digital files I emailed to you on
7/17/14
From: Steve Wilson
Cc: