WQ0037235_Regional Office Historical File Pre 2018

^
NCDENR
North Carolina Department «fEnvironment and Natural Resources
Pat McCrory jOhnE, SkV8d3.|||
Governor Secretary
July 23'3824
Mr, Barry Webb, City Manager
City ofBelmont
Post Office Box431
Belmont, N[JOOl2
Subject: Permit No. VVU0O37235
LinfordStreet Subdivision
Wastewater Collection System Extension
Gaston County, WC
Dear Mr. Webb:
In accordance with your complete application received July 7, 2014, we are forwarding herewith Permit
No. VVQ0037235. dated July 23, 2014, to City of Belmont for the construction and operation of the
subject wastewater collection system extension. This permit shall beeffective from the date ofissuance
until rescinded, and shall be subject to the conditions and limitations as specified therein, This cover
letter and supp|emnent 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:
[mnditinnU'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 thePennittee.
it shall be responsibility of City of Belmont to ensure that the as -constructed project meets the
appropriate design criteria and rukas. Failure tocomply may result inpenalties inaccordance with North
Carolina General Statute §143-215.6A through §143-215.6[ 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 pebdon, conforming to Chapter lSQB of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N[27699-67l4. Unless such demands are made, this permit shall befinal and binding,
7 Mai I SeFvice Cumm Camlina17,699-617

eh
my 23, 2014
Page Two
If you need additional infrarrnation concerning this matter, pleas
2194 or via e-mail at Iichae6,Parkerinclenr.vw
Sincerely;
Electrranic copy: Mansc gar S. Edlirt, P.E.
cci Mooresville resville Regional Office
Water Resources Central Files
PER (electronic copy)
contact
r Thomas AM Reeder
Division of Water Resources
by Michael I ,. Parker
"at r Quality Regional Operaticarls SeCt tar Supery
Mooresville aresv€lle Regional Office
chael Parker at ) 23S-

LTFAA
A K. I 0A
STATE 0FNORTH [AROL|NA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT 8FENV|R0NPNENTANQNATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with The provisions of Article Zl of Chapter 143, General Statutes of North [ano/ima as
amended, and other applicable Laws, Rules, and ReguIlations, permission is hereby granted to the
City of Belmont
L
for the construction and operation of approximately 1367 linear feet of8'inch PVC gravity sewer to
serve the L/nfmrd Street Subdivision, and the discharge mf2S2O gallons per day of collected dome/tic
wastewater into the City of Belmont VVVVTP existing sewerage system, pursuant to -the rmmp|eia
application received July 7' 2014' and in conformity with 15A N[AC 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 l, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered apart ofthis 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.
issued this the Z]mday ofJuly, ZO14.
rTho:'as A. Reeder
Division ofWater Resources
By Authority of The Environmental Management Commission
Permit NunmbenVVD0037235

C y of Bei ort is he r by authorized
Construct, and then operate upon certification the aforenentloned wastewater collection extension,
The sewage and wastewater collected by this system shall be treated In City if Belmont t r"astewater
Treatment Facility 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 NA T; the Division of Water Resources ! Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Miranda) Design Criteria for the Fast Trace
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
erasure that the as. -constructed project meets the appropriate design criteria and Miles,
boost and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below:
SPECIALIl I
at any time, the additional waste vrirer flow volume made tributary to this sewer extension is believed to
xceed the value permitted herein, a modification shall be requested for this permit frorn the Division of'
Water Resources to properly allocate the subject wastewater lova
No florf in excess of the quantity permitted herein,,.20 GPD, sfrall be made tributary to the sr abject sett^er
system Until an application for permit modification 0 r an rnc.r€ a e in flow has been submitted to and
approved by the Division of Resources:,

11. STANDARD CONDITIONS
l This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
nvvnemh)p' or there isv name change of the Perm,uee. 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.
Z� This permit shall become voidable unless the wastewater collection facilities are constructed in accordance,
with the conditions of this perm|,� 15A NCAC 2T; the Division of VVoer Resources (Division) Gravity Sewer
Minimum Design Criteria adopted February 12' 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials 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 I5A N64C 2T .0401 If an individual permit is not required, the
following performance criteria shall bpmet asprovided |nI5ANCAC2T.0403:
�
� a. The sewer system shall beeffectively maintained and operated atall times nnprevent discharge. 1nland nr
surface waters, and to prevent any contravention of groundwaterstandards or surface water standards.
bA 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 no/connecuyj to a telemetry sysem shall be inspected every day (i.e, 365 days
per year), Pump stations that are connected to atelemetry system shall be inspected at least once, per
week,
e, High -priority sewer lines gnaU be inspected at least once per every six -months and inspections are
documented,
A general observation of the entire sewer system shalt be conducted at least once per year,
X, Overflows and bypasses shall he reported to the appropriate Division regional office in accordance with
15A N[AC 2B 0506(a), and public notice shall he provided as required by North Carolina General Statute
§143-215, l[�
h. A Grease Control Program is in place as follows:
L For public owned collection systems, the Grease [an,rcd Program shall include at least biannuaY
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors M existing establishments, The plan sha|i also include legal means for
inspections of the grease �ncerceptors' enforcement for violators and the legal means to contro|
grease entering the system from other public and private satellite sewer systems.
2� For privately owned collection systenns' the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the co||ec1|on systena by the perm\ttee or its

3, Grease education materials shall be distributed more often than required in Parts (l) 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
jDocumentation shall be kept for Subparagraphs (a) through N of this Rule for o minimum of three years
with exception of the map, which shall be maintained for the, life of the systern.
5. Noncompliance Notification:
The Pcrmittep shall report by telephone to a Water Resources staff member at ,he Mooresville Regional
Office, telephone number (7O4) 663-1699' as soon as possible, but in no case more thin 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, clue to known or unknown reasons, that renders the facility incapable u/
adequate wastewater transport, such as mechanical o, electrical failures nfpumps, Uoo blockage or
breakage, ek;or
b. Any 5SQand/or spill over IOOOGa|koro�or
c Any BDand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages orfaxed information is permissible, but this shaUnot beconsidered asthe initial wzha|
report. Overflows and spills occurring outside normal business hours may also be reported to the Di�sion of
Emergency Management at telephone number (800) 858'0368 o,(9l9) 733-]]00. Persons reporting any of
the, above occurrences shall file a spill report by completing and Submitting Part : of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the Occurrence. This report must
out|inethe actions taken orproposed to be taken (oensure that the problem does riot recur, Part VofForm
[5-6SO(or the most current Division approved form) can also beuomp|eted to show that the SDDwas beyond
6� Construction ofthe gravity sewers, pump stations, and force mains shall be scheduled »o as not to interrupt
service by the existing utilities nor result in an overflow/ or bypass discharge of wastewater to the surface
waters ofthe State.
7, Pe/ 15A NCA[ 2r01I6, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached tothis permit shaU besubmitted with the required
supporting documents tothe address prnvidednnthe form. Acomplete certihcadonisone where the form b
fully executed and the supporting documents are provided asapplicable. 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 Permittoe to appropriate enforcement actmro,
it the permit is issued zno private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Dec a,atimos/[mvenants/ Remdcdons' and Bylaws that have been appropriately filed M/h the
applicable County's Register of Deeds office shall besubr-nitted with the certification
Acomplete certification is one where the form is fully executed and the supporting documents are pnov�ded 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 to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction, After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation,
8, A copy of the construction record drawings shall be maintained on file by the Permittee 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 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 5143-215,6A through 5143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolinaticensed Professional Engineer to the
licensing board,
10, In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities,
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCGOi0000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 21-1.0500„

FAST"ERACK ENGINEERING CERTIFICAT
Permittee: City of Belmont
Project: Linford Street Subdivision — Gaston County
Permit No. W00037235
Issue Date: 7/23/2014
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 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
modficabons are e uired for ajiy chap es resulting in non-compliance with this permit, regulations or
minimum designcriteria. 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 proof of receipt by the Division,
PERMITTEE'S CERTIFICATION
I . the undersigned agent for the Permittee. hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Pemiittee, and the Permittee is prepared to operate &
I maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
El Partial Li Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Li periodically, El weekly, _ 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 of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable: the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Perrnittee 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.
MVO
1row1 tiipr*c[ iShiitt):

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerlPermittee:
la. City of Belmont
Application Number:
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc)
0
0
z
z
0
11
11
z
0
0
th
lb Barry Webb, City Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
lc, The legal entity who will own this system is:
0 Individual 0 Federal
ld, P,O. Box 431
Mailing Address
1 f. NC
or au
horized signing officials)
Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
1 e Belmont
City
lg, 28012
Zip Code
11 bwedd@cityof belmontorg
E-mail
State
lh 704-825-5586 li 704-825-0514
Telephone Facsimile
2 Project (Facility) Information:
2a Linford Street Subdivsion
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Mansour Edlin, PE
Name and Affiliation of Someone
2b Gaston
County Where Project is Located
o Can Answer Questions About this Application
3b, 704-672-1560 3c medlin45 aol.com
Phone Number E-mail
1 Project is New Ej Modification (of an existing permit) If Modification, Permit No
2. Owner is [3:1 Public (skip to Item B(3)) 0 Private (go to Item 2(a)) 1
2a If private, applicant will be:
0 Retaining Ownership (i,e, store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc, - skip to Item B(3))
Selling units (lots, townhomes. etc - go to Item B(2b))
2b If sold, facilities owned by a (must choose one)
O Public Utility (Instruction D)
O Homeowner Assoc /Developer (Instruction E)
3. City of Belmont
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
4a City of Belomnt VVWTP 4b, NC 0021181
Name of VVVVTF WWTF Permit No,
5a City of Blemont 5b, 8" Gravity 15c. No known
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction F)
6, The origin of this wastewater is (check all that apply),
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Horne Park
0 School
0 Restaurant
0 Office
O Retail (Stores, shopping centers)
O Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
100% Domestic/Commercial
% Industrial
(Attach Descnption)
% Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project gallons per day
*Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
1IA 08-13 APPLICATION
Pate 5 of-6

z
0
0
z
0
9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 8(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),
11 single family lots @ 360 GPD = 3,960 GPD
8-6 bedr000m Duplexes to replace 9 -3 bedroom single family @ 120 GPD per bedroom = 2,520 GPO
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
1367
New Gravity or Additional
Force Main
11 Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additionaadditional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point .. -
(MGD) GPM @TDH 1permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator WPM'S
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes No If Yes, permit number of 2n.d treatment facility
(RO if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes L 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
FTA 08-13 APPLICATION
Page 0 of 6

41
0
0
U.I
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No r4 N/A
Sedimentation and Erosion Control Plan? 1 Yes 0 No LJ N/A
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? 0 Yes 0 No E N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Barry Webb , attest that this application for Linford Street Subdivsion
_ has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6E3, 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.
le.
Signing Official Sign re
e
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Mansour S. Edlin, PE ,attest that this application for Linford Street Subdivision
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, 1 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 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 143-215,68, 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 pe to $25,000 per
• c CAA:
2a. Mansour S. Edlin , PE OV• . • • • •
Professional Engineer Name '
213. Mansour Edlin Consultin
Engineering Firm SEAL
16782
2c, 1515 Mockingbird Lane Suite 802
R„.
Mailing Address
..•.• •
2d, Charlotte 2e. NC 2f, 28209
City State
Zip
2g. 704-672-1560 2h, 704-672-1560 2i, medlin458 aol.com
Telephone Facsimile E-mail
NC PE Seal, Signatu Date
FTA 08-13 APPLICATION
Page 7 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
How Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Belmont_
Project Name for which flow is being rLqucsted 1.,inford Street Subdivision.
Afore than one FTSE may he required for a single project ijthe owner of the rilfTP is not responsible jOr all pump
stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Belmont WWTP
b, WWTP Facility Permit #: NC0021181
AllJlows are in MGD
c. WWTP facility's permitted flow 5.000
d. Estimated obligated flow not yet tributary to the WWTP 1.072
e.. WWTP facility's actual avg. flow
1.275 (2013 average)
f. Total flow for this specific request 0.006
g. Total actual and obligated flows to the facility 2.353
h. Percent of permitted flow used 47%
II, Complete this section for each pump station you are responsible for alont, the route of this
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 Vet Total Current
Station 'Firm Flow** Ciurent Avg, Tributary Flow. Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Cason PS
1.172 0.469 0.300 0.005 0.305 0.164
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** 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 < O.
Page 1 of 6
.FISE 08-13

eta on Statt env,
E3 arryF I. Webb, 'ity Manager eertif yt c best y knowledge that addition of
to be permfitted in this project has been ey tutted along the route to the
receiving wastewater treatment facility and that the flow from t i l raaj et is wr t atrticipated to
cause any capacity related sanitary sewer overflows rww=s car overburden anydr wwrr streatrz pump station
route to the, receiving treat rye rt plant under normal ru al eireuu star ces, given the iruple tie tatic t
of the planned d improvements identified in the planning ssessn c t where applicable, This
analysis has been performed in accordance with lac established policies and procedures using
c best available data. This ecrtific.atiun: applies t hose hems listed above in sections I and II
plus all attached planning assesst ent addendum for any tlwe responsible party,
Signature f this form indicates
volume of waste
eptaee of this was

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: Cityof B
Project Name for which flow is being requested: Linford Street Subdivision
More than one FTSE !Pay be required fOr a single project lithe owner glare :17it777-) is not responsible JOT a
stations along the route of the proposed wastewater flov,
Complete this section only if you are the owner of the wastewate
a. WWTP Facility Name: City ofBelmont WWTP
b. WWTP Facility Permit it: NC0021181
nt plan
c. WWTP facility's permitted flow
Allflows are in MGD
5.000
d. Estimated obligated flow not yet tributary to the WWTP 1.072
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. 'rota] actual and obligated flows to the facility
1..275 (2013 aye
0.006
2.353
h. Percent of permitted flow used 47%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (3) (C) (D)-4B+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 / pl), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD 'MGD 'How Capacity***
Cason PS
L I '72 0.469 0,300 0.005 0.305 0.164
* The Firm Capacity of any pump station is defined as the maximum pumped ow 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 peaki
factor (pi) not less than 2.5.,
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08-13

:catior
Stater ent
I Barry L, Webb, City Manager certify to the best of stay knowledge that the addition of
the volume of wastewater to be permitteel in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not at eipated to.
cause any capacity related sanitary sever overflows or overburden any downstream pump station
n
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned it provenhe nts identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those it as listed above in Sectims I and Il
plus all attached planning assessment addertdut as for e responsible party,
Signature of this fonn indicates acceptance of"this wastewate Ii \•.
Signature
Date
Page
FTS:

hkic
PROJECT AREA MAP

III

Mansur Edlin Consulting
1515 Mockingbird Lane
Suite 802
Charlotte, NC 28209
704-672-1560 Phone
704-672-1562 Fax
July 2, 2014
NCDENR / Mooresville Regional Office
Water Quality Section
Surface Water Group
610 E. Center Ave
Mooresville, NC 28116
Re: Fast Track SubrilittaL for Sanitary Sewer Extension
Linford Street Subdivftipn
Belmont, NC
Enclosed please find the folioocurnents:
1. Cover Fetter
2. Three (3) copies of the completed ed permit application
3. Application fee in the amount of $480
4. Completed downstream flow tracking for
5. Three (3) copies of USGS map and street lel. map
The project will include extension of 1 ,367 feet of 8" gravity sanitary sewer in
Belmont to serve Linford Street Subdivision.
Enclosed permit documents are being submitted on behalf of the City of Belmont
and our client, KEG Construction Inc., for review and approval by NCDENR.
Should you have any questions during the review process, please contact us.
Than
anEdlin, PE
Attachment:

2,260
botany
Active
Version
APS SWP
7r2312014
cking Stip.
Project Type
New Prod
PeFff f
Pstr}ity Name
forb Street Stand nnston
n Address
Orig Issue
712312014
pnitAbierf AetinPres
3a rsdner�.i�:ats
stt=.wsSe;
Publ
Regtubsted tR
772312t €4
Eft
Ti237'

Mansour Edlin Consulting
1515 Mockingbird lane
Suite 802
Charlotte, NC 28209
704-672-1560 Phone
704-672-1562 Fax
November 15, 2014
Mr. Mike Parker
NCDENR- Mooresville
Surface Water Protection
610 East Center Ave
Mooresville, NC 28115
Re: Linford Street Subdivision
Wastewater Collection System
Gaston County
Permit No. WQ0037235
Wastewater Collection System Engineer Certification
Attached is the executed Permittee's and Engineer's Certification form along with a copy
of the record drawing for the completed segment of the project.
This is a
Full certification
X Partial certification, covering sewer line al©n+q Linford Street
This certification is based upon inspections conducted:
X periodically Daily Continuously
By: _X_ Myself Another under my responsible charge
Should you have any questions, please feel free to contact us.
Attachment
cc: Jerry Hatton, PE — City of Belmont
Keith Green

FAST TRACK ENGINEERUNG CERi'IFICATION
Permittee; City of Belmont
Projects Lfnford Street Subdivision - Gaston County
Permit No, WQ0037235
Issue Date. 7/23/2014
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 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 regg1re .for anyshanges, resulting In neny cegmpltance with this permit, reputations of
ftiiLltrnprn destftl Brie_,, Modificatiions should i sgbrnitted prior to certification,
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and at required supporting documentation. T: erefore, it Is highly recommended that this certification
be.aent.in_a manner that .provideaproof of recotnt bv,t8e,DivIsigft,
PERMITTEE`S CERTIFICATION
Barry Webb, the undersigned agent for the Permittee, hereby state that this project has been constructed
pursuant to the applicable standards & reyulrements, 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,
w7
Printed Name Title
ENGINEERS CER` IF
Partial [ Final
i, Mansour S, Edlln, PE, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (j periodically, ❑ weekly, [7 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 of Water Resources (Division) Gravity Sower 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.
Date
North Carolina Professional Engineer's
Seal„ sigpliemaiw iodate:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESViLLE, NC 28115
The Pponsibe for tracking partial certifications up until a final certification is received, Any
wastewater ftc w made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a viotatiort of the permit and shall subject the Permittee to appropriate
enforcement actions,
DWQ Use Only:
Flow from this project i
ibtttasry to:

FAST TR.ACENGINEERINGCER.TIFI ATION
Permittee: City of Belmont
Project: Llnford Street Subdivision - Gaston County
CC IVCt t CDENRIDWR
M `x 4 ? 015
WQROS
MOORESVILLE REGIONAL OFFICE
Permit No. W40037235
Iesue Date: 112312014
Complete and submit this farmto the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of ines) of the wastewater
collection system extension. Final record drawings should be clear an 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 to est past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be dearly identified on the record drawwings or in written summary forrn. Emil,
,
o r r
minimum desk3n criteria, Modifications should be spbmttted 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 isp llg N recommended that fhb certification
be sent Ina manner that prrovldeel proof of receipt by the Division..
PERMITTEg'S CEFtTiF!CATIO 4
b, the undersigned agent for the Permittee, hereby state that this project has been coristruucted
pursuant to the applicable standards & requirements, the Professional Engineer beltw leas provided appilable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
r
Printed Name
G.i
A
[� Partiale tal <
le Mansour S. Edlin, PE, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ( periodically, 0 weekly, D full time) the construe 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 of Water Resources (Division) Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
..�stiHs.a.tt't)
°' tK GAR
sat
SEND THIS FORM 41 SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESViLLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 201
MOORESVILLE, NC 26115
The Permittee is responsible far tracking Ott partial certifications up until a final certification is received. Any
stewater flow made tributary to the +rwstewater collection system extension prior to completion of this
..+,.�� -,...1 ..6....11 n,.I,,,,,-+ 4F...a 0nrrn41.4+.,,,y fr.