WQ0037000_Regional Office Historical File Pre 2018

Pat McCrory
Governor
NCDENR
North Carolina Department n{Environment ODdkKah/[a|Res0J[CeB
Division DfWater Resources
water O'/n|ih/Pnnor30S
`^~~' ~~~, �'=
Thomas A.Reeder J8�O�� SkV8�@' iIII
Director
8enyVVebb,CbManager
City mfBelmont
115 North Main Street
Belmont, N[2DOl2
SubjeSubject: Permit No. VVD0037000
Mor8an'sBranch Subdivision
Wastewater Collection System Extension
Gaston County
Secretary
~
Dear Mr. Webb:
,In accordance with your application received on March 10\ 2014, vvpare forwarding herewith to Permit
No. V}003700[L dated March 13' 2014, to the City of Belmont for the construction and operation c� 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 byreference.
Please pay particular attention to the, following conditions contained within this permit�
Condition ||. 4' Requires that the wastewater collection facilities be properly operated and maintained
with 15A NCA[ZT 0403 or any individual system -wide collection system
|naccordoncevw .
permit issued tothe Permhtee.
It shall bcresponsibility ufthe City ofBelmont tVensure that the as -constru
cted project meets the
appropriate cri1eriaand rules, Failure tmcomply may result \npenalties inaccordance with
Nort
h
Carolina Genera<Statute 6143-I15'��through §143Z15'6C' construction of additional orreplacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer meerto
the licensing board.
If any parts roquirements, or limitations contained in this permit are unacceptable, You havethe
rright
"n ad
to request `judicatory hearing upon written request within 30 days following receipt of this permit.permit.�� be in the form of a written petition, conforming to Chapter 150B of North Carolina
This request must dfiledwiththe 0fficeofAdm|nist/adve Hearings, 67l4K4aU6emiceCenter, Raleigh,
Gencro|6\��utes.an NC27699-67l4' Unless such demands are made, this permit shallb final and binding.
mcoresv�llepE�g[Coal OffilcF'
Location � 610 Ea5t oe^ter Ave- SUile 30,1 �m�oy o'wC 28115/ 77429�7*8
phone, }8h8��9\R�:�D4)5���O\Cv$nmo uon�e � 0
Wernz^Ww,ncVmwmum/#,PrC1
One
,AVatul"al4il
14

City of Belmont
Q00 7 0
if you need additional information concerning this matter, please contact Sujatlaa Nagul pally at 704)
663-1699 orvia e mall at ujatha.Nagulapally incdenr.gov
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Sectioon
Mooresville Regional Office
Cc: Mooresville Regional Office
Nicholas Parker P.E,, Amicus Engineering, PC e-copy)'
Water Resources Central Files
PERCS

A AISA
NCDRit
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 3,787 linear feet of 8-inch gravity sewer, 1,034
linear feet of 10-inch gravity sewer, 2,123 linear feet of 12-inch gravity sewer, 108 linear feet of 15-inch
of gravity sewer, 42 linear feet of 16-inch gravity sewer; 1200 gallons per minutewpurnp station with
duplex pumps, on -site audible4anc vosual high water alarms_ telemetry and either_p,ortable_generator
receptacle with telemetry or permanent generator with automatic transfer switch as well as
approximately 82 linear feet of 8-inch force main and 2,513 linear feet of 10-inch forcemain to serve the
Morgan's Branch Subdivision project and the discharge of 66,120 gallons per day of collected
domestic,/commercial wastewater into the City of Belmont Wastewater Treatment Facility existing
sewerage system, pursuant to the application received March 10, 2014, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit
This permit shall be effective from the date of issuance until rescinded and shall be subjec
specified conditions and limitations contained therein.
Permi
sued this 13th day of March, 2014.
for Thomas. A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037000
0
he

SUPPLEMENT TO PERMIT COVER SHEET
City of Belmont is hereby authorized to:
Construct, and then operate upon certification the afore nnentionedwastewater collection extension,
The sewage and wastewater collected bythis 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 1SANCA[2T; 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 1, 2000 as applicable, unless specifically mentioned herein, Division
approval is based on acceptance ofthe certification provided by a Nurth[anzUna|icensed Professional
Engineer in the application, It shall be the pprmittee^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.
|. SPECIAL CONDITIONS
L if, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted hevem, a modification shall be requested for this permit 'from the Division o/
Water Resources toproperly allocate the subject wastewater flow,
Z. Noflow inexcess of the quantity permitted herein, 66,1206PD, shall bemade tributary tothe subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved bythe Division ofWater Resources,
11. STANDARD CONDITIONS
I. This permit isnot transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is name change of the Pernnittee, 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 ofthis request shall beconsidered on its merits and may nrmay not be approved,
Z This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; lSA NCA[ 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12' 1996asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June I' 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°e, collection facilities shall be properly maintained and operated at all times.times.The Pe m��e
� shall maintain compliance with an individual system-w-idecoUect|ov system permit for the operation and
maintenance of these facilities iDdeyasrequiredby15Am[AC2T.04O3, |fanindividual permit bnot required, the
following performance criteria shall bemet asprovided m1SAM[AC2T.U4D]�
a' The sewer system shall be effectively maintained and operated at all times toprevent discharge to land or
surface waters, and t oprevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c' An operation and maintenance plan including pump station inspection frequency' preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d� Pump stations that are not connected xmatelemetry system sh;Ubeinspected every day (Le, 3,65 days
ct �to ate�eme�rysys�emn shallm be��ecTed atleast once per
per year), Pump $ationsthat are connee
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
t Ageneral absemedonqftheenbresewersysuynshoUbcoznductedatleas once per year,
� overflows and bypasses shall be/eportedtmtha appropriate Division regional office in accordance with
lSAN[A[28.05OG(a),and public notice shall be provided as required by North Carolina General Statute
§143-215.IE
h. AGrease Control program islnplace asfollows:
1 For public owned collection systems, the Grease Control Program shall include at least biannual
� distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors a\existing etabUshmrmm The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
easeentering the system homother public and pnvatesateUitooevwersyoems.
�r 2. For privately owned collection systems, the Grease Cont/o| Program shaUindudeat leastbi'annua| distribution of grease education materials to users of the collection system by the Perm|tt«« or its
representative. materials shall be d���ributed more u��n than required in Parts (I) and (2) of this
3, Grease education
subparagraph ifnecessary toprevent grease -related sanitary sewer over `=_".
Right-of-ways and easements shall be maintained 'in the full easement width for personnel and equipment
accessibility,
Documentation shall be kept for 6obpmn`Amphs (a) through N of this Rule for a ndrxmunn of three years
with exception ofthe map, which shall bemaintained for the life cf the system,

5. Noncompliance Notification:
The Permd1eeshall report bytelephone uzawater resources staff member at the Mooresville Regional office,
telephone number 7O4663-109l as soon as possible, but in no case more than 24 hours oron the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any p,moss unit failure, due to known or unknown reasons' that renders the facility incapable of
adequate wastewater transport, such as mechanical o, electrical failures of pumps, line blockage or
breakage, etc.; or
b, Any £SUand/or spill over I'0U0gallons; nr
c Any SSDand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages cxfaxed information is permissible, but this shall not beconsidered asthe initial verbal
report. Overflows and spills occurring outside normal business hours may also bereported tothe Division of
Emergency Management at telephone number (8U0)G68'O368or(9l9) 733-3300. Persons reporting any of
the above occurrences shall file ospill report bycompleting and submitting Part |mfForm [S-SSO(or the most
current Division approved form) within five days following first knowledge of the occurrence, This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part H of Form
CS-SSO(or the most current Division approved form) can also be completed toshow that the 5SO was beyond
6. Construction ofthe gravity sewers, pump stations, and force mains shall be scheduled ou as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters ufthe State,
7� Per IJA N(A[ 2T0I16` upon completion ofconstruction and prior to operation o/these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents tnthe address provdedomthe form. Acomplete certification iyone where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made tributary
to the wastewater collection system e)ctension 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 0pes$\wma| Agreement, then a copy cdthe Articles of
Incorporation, Deda,adnn»/Covenvnts/Restd#\mns,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 nfsewer lines @ force mains)
of the wastewater collection qscenn extension. Final record drawings should be clear on the plans o/ on
digital media (CD or DVDd|sk) and are defined as the design drawings that are marked uporannotated
with after construction information and show required buffers, separation distances, material changes,
b` One copy of the supporting pump station design calculations (selected PUMPS, System curve, operaL|ng
point buoyancy calculations, available storage ifportable 8enemtor(dwrstorage greater than |nn8est
past three year outage reliability option selected) for any pump stations permitted as part of this project,

c Changes oothe project that donot result mnon-compliance with this permit, regulations, orthe Minimum
Design Criteria should be dearly identified on the record drawings, on the certification in the space
provided, or in written summary form,
Prior 1oCertification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases ofl0% or greater, increased Unw\ 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 arvariances tothe 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
cunstmchmn. 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 Permitue for the life mfthe
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 D' 2080 as applicable; and other
supporting materials may subject the Pennitteetoan enforcement action bythe Division, in accordance with
North Carolina General Statutes §143-215.5Athrough g14]-715.6[ construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. ;n the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the PermitteeshaU 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 Pernnitteefrmm complying with any and all statutes, rules,
regulations, o,ordinances that may be imposed byother government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A M[4[ JB .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG0lO0NO,
and any requirements pertaining towetlands under l5ANCxC2B.OZ0Oand 154NCA[2M.0500�

FAST TRACK ENGINEERING CERTIFICATION
Perrnittee: City of Belmont Permit No. WQ003700
Project: Morgan's Branch Subdivision Issue Date: 3/13/2014
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 required for any chanqes 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 proof of receipt by the 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, Titl
Signature Date
ENGINEER'S CERTIFICATION
Ej Partial [I] Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (LI periodically, El 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,
DAVR: Use Only:
thiosh from this project 'is tributary to:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
1•a. Barry Webb - City Manager
Application Number:
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc)
0 1'b. City of Belmont
Signing Official Name and Title (Please review15ANCAC 2T.01
Jb) for authorized signing officials)
lc. The legal entity who will own this system is:
Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
d. 115 North Main Street
ailing Address
1f, North Carolina
Z State
0 1 h, 704-825-5586
z
3b. 704-573-1621
Telephone
1 f. 704-825-0514
. Facsimile
2. Protect (Facility) Information:
2a. Morpan's Branch Subdivision
Brief Project Name (per
3. Contact Person:
3a. Nicholas Parker, PE - Engineer of Record
Name and Affiliation of Someone Who Can Anse
3c, nrparker@a amicuseng.com
le. Belmont
City
1g, 28012
Zip Code
bwebb@cityoft elmoniorg
E-mail
Project is Located
Phone Number
Project is lid New 0 Modification (of an existing permit)
Questions About this Application
2. Owner is Public (skip to Item B(3))
2a, If private, applicant will be:
❑ Retaining Ownership (i,e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
City of Belmont
E-mail
odification, Permit No.:
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
El Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Waste
4a. Belmont Waste Water Treatment Plant
Name of WWTF
5a. City of Belmont
Owner of Downstream Sewe
l5b, 8 inch ❑, Gravity
'Receiving Sewer Size, Force Main
pater From This Project
The origin of this wastewater is (check all that apply):
® Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
0 School
0 Restaurant.
0 Office
4b, NCOO2
WWTF Pe
Permit # of Downstream Sewer (Instruction F)
El Retail (Stores, shopping centers)
0 Institution
❑ Hospital
El Church
❑ Nursing Home
❑ Other (specify):
100% Domestic/Commercial
% Industrial
(Attach Description)
Other
(Attach Description
7. Volume of wastewater to be allocated or permitted for this particular project: 66,120 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent per
❑ 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)
that connect to this lin
FTA 08-13 APPLICATION Page 5 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with _15A NGAC 2Tf 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).
153 Lots, 92-4 bedroom @ 480 GP© + 61-3 bedroom @ 360 GPO = 66120 GPO
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
3787
1034
2123
108
42
New Gravity or Additional
Force Main
Yee
Yes—
Yet -
Yes
Yes a/
1�M
Fr1.
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessa
Z
0 Pump Station Location ID: Morgan's Branch Regina) Pump Station (self chosen - as shown on plans/map for reference)
Longitude:
Z
0
Design Flow
(MGD)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
1,728 1200 @ 392 1
Pump Station Location ID:
Force Main Size
Force Main Length i
(self chosen - as shown on planslmap for reference)
'Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
© Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum DesignCriteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chester 2T as applicable?
® Yes LI 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 6 of6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
CII)
z
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes Li No ❑ N/A
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Yes ❑ No
[❑ Yes ❑ No
Yes No
❑ N/A
N/A
N/A
15. Does this project include any high priority lines (15A NCAC 02T �0402 Lj) 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: Duke Power Easement present bisecting site
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Bar L. Webb attest that this application for Mor an Branch Subdivision
has been reviewed by me and is accurate and complete to the best of my knowledge. l 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 143-215.66B, 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 ascjvi4enalties up $25,009 erValetta?.
Signing tic`ral Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
2. Professional Engineer's Certification
nature of Design Engineer and Project Name)
1, Nicholas R. Parker, PE ,attest that this application for Morgan's Branch Subdivision
as been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
ulations, 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 143-215,6B, 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
2a. Nicholas R. Parker, PE
Professional Engineer Name
2b, Amicus Engineeringg, PC
Engineering Firm
2c, 331 Coddle Market Drive SE
Mailing Address
2d. Concord
City
2g. 704-573-1621
Telephone
2e. NC 2f. 28027
State Zip
2h, 704-248-7951 2i. [e-mail]
Facsimile
E-mail
NC PE Seal, Signe
e & Date
FTA 08-13 APPLICATION
Page 7 of 6

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: Morgan's Branch Subdivision
More than one FTSE may he require(Lfor a single project if the owner o e WIVTP is not responsible "Or 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 BelmontWWTP
WWTP Facility Permit #: NC0021181
All:flows are in MGD
c. WWTP facility's permitted flow 5.000
d. Estimated obligated flow not yet tributary to the WWTP 1.006
e. WWTP facility's actual a-vg, flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.275 (20 3 average
0.066
2.347
479/0
It 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) (13) (C) (D)—(B+C) (E)---(A-D)
Design Obligated,
Pump Average Daily .Approx. Not YetTotal Current.
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm I pf), Daily Flow, Daily Flow, Obligated Available
Nutnber) 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 (p0 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

crtificati
Statement:
l Barry l . Webb, City Manager certify to the best of any knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer Overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, ces, given the implementation
of the plans-ed improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections l and lT
plus all attached planning assessment_ addendums for which l am the responsible party.
Signature of this form indicates acceptance of this wastewater flow:
Signing Off
Page 2 of 6

FTSE PLANNING ASSESSMENT ADDENDUM (PAM
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0,
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
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 ; andior
d. The following applies:
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.
I understand that this does not relieve the collection system owner from complying with G.S,
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of 6
FTSE 08- I 3

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (PAA)
Section I
a. P Fa Na e: Enter the name of the WWTP that will receive the wastewater flow,
b. WWTP Facility Pennit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obli 'Med 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 he using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary 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% of permitted flow used, Annual updates shall be 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 December 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 volu
g. Total actual and obligated flows to the facility, MGD Equals jd + e fj
h. Percent of permitted flow used: Equals [(g c)*1001
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 R.egional 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 Jamiary 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e: MGD
0.015 MOD
g. = 3,215 MC.iD
h.— 53,6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 M(iD:
c. = 6.0 MGD
(1, = 0.515 MGD
e. 2,73 MGD
f. 0,102 MGD
g. = 3.349 .MGD
h. — 55,8 ?/0
Each subsequent Fortin FTSE- will be updated in the same manner,
Section 11
List the pump station name or number and approximate pump station .firm capacity, approximate design
average daily flow (A) approximatecurrent average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for eachpump station that will be impacted. by the proposed sewer
extension 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 pinup station but are not yet tributary (C).,
Firm capacity is the maximum pumped flow that can be achieved with the largest pump nut of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2:5.
If the available capacity (E) 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.
(A)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or 'Number) MGD (Firm / pf)
Kaw Creek PS
Valley Road PS
0.800 0.320
.895 0.758
(B) (C) (D)=(B-FC) (E)=(A-D)
Approx.
Current A.vg.
Daily Flow,
MGD
0.252
0.472
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
Total Current
Flow Plus
Obligated
Flow
0.080 0,33
0.135
Available
Capacity*
-0.012
0.607 0.151
Page 5 of 6
FTSE 08-13

Planning Assessment Addendum Instructions
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 accept 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 planned
project in the future 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 planned
solution to capacity tracking and acceptance compliance.
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
and/or
planned completion in
d. The following applies:
The master plan an.d. ten year capital plan contain recommended,. scope and fimding for a. capital _project
entitled Kaw Creek Puin Station upgrade with funding planned in July 2014. This protect is planned. to
add 0.100 MGD to the fimi capacity of the pum station b October 2015„ Inclusion of this proposed
capital project as a condition of this Flow Trackin.glAcceptance for Sewer Extension -Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributaryflows in. amounts that exceed the -finn 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
.infrastmeture„
Page 6 of 6
FTSE OS- I 3

Narrative
Engineer's Report
Morgan's ranch Regional Pump Station
Morgan'Morgan's Branch Subdivision
South Point Road
Belmont, NC
Pump Station Calculations
Table of Contents
a. organ's Branch
1 . Lak po nt Pump Station Revision
c. Reflection Point Pump Station Revision

Engineer's Report
K4organ~sBranch Regional PurnpStation
h4orgam'sBranch Subdivision
South Point Road
Belmont, NC
Narrative:
Morgans Branch subdivision requires a pump station to handle the wastewater flows generated
by the deve|opnment. The options for waste transport are limited to an existing forcemmaim on
South Point Road which already serves two separate pump stations. One pump station is
located at Reflection Point and the other is located at Lakepn}ntSubdivision. Since the flows
from all three pump stations into a singular pipe will stretch the pressure limits of on the
existing pipe, it has been proposed to make Morgan's Branch a regional pump station which
would accept flows from both Lakepmint and Reflection Pointe into the K4o,gan's Branch
Regional Station. The flows from both existing facilities would be picked up vim gravity lines et
the respective entrances off Armstrong and South Point Road.
Lakepoint Pump Station
Existing Condition: LahepointSubdivision isanexisting 51lot community located mnArmstrong
Road west of the proposed Morgans Branch Subdivision. The community is serviced by an
existing pump station with the following specifications:
• Pumps —Meyers Model VVGI5OH,I5hpwith anR-inchdiameter impeller.
• Operating Capacity— 73gprnat23Ofeet TDHand 1QBgpnmat205feet TDH
The existing pump station pumps through a 4-inch force rn@|n located running parallel along the
northern edge of Armstrong Road. It ties into an existing 8-inch force main at South Point
Road. The total length of 4-inch force main is approximately 6,250 feet.
Proposed Condition: The flow from Lakepoint xvgu|d be picked up Via gravity at the Armstrong
Road Entrance (Arcadia VVa») at station 41+50. Reducing the length of force main by
approximately 2,100f8et would reduce the total dynamic head (TDH). The new operating
condition would be1OBgpnnatII9feet TDH.
Recommendotion.- Reduce the impeller size from 8-inches to 6.5-inches.
Reflection Pointe Pump Station
Existing Condition: Reflection Pointe Subdivision is an existing 370-|otoJnlmnunha located on
South Point Road south of the proposed Morgans Branch Subdivision. The community is
serviced byanexisting pump station with the following specifications:
• Pumps — Fairbanks Morse 4-inch Model D5435N9\( 40hp with an I3.5-inch
diameter impeller.
• Operating Capacity —32Ugprnatl82feet TDHand 6DOgpMlat168feet TDH
The existing pump station pumps through an 8-inch force main running parallel along the
western edge ufSouth Point Road to an existing 10-inch force main. The total existing 8-inch

Engineer's Report
K8organ'sBranch Regional Pump Station
K8o�rgan'sBranch Subdivision
South Point Road
Belmont, NC
force main length is 28.031feet and is based on as -built drawings, This length includes the
section nfforce main that was routed through the Duke Energy P|antsite.
Proposed Condition: The flow from Reflection Pointe would be picked u9 via gravity at the
South Point Road Entrance (Morgans Branch Road) at station 67+50. Reducing the length of
force main by approximately 21L381 feet would reduce the total dynamic head /TDHi Further
reducing the TDH is the reduction in total static height. Attempting to reduce the pipe size
through K4o[gan's Branch to increase some head loss in the force main dues not replace the
head that is lost due to the removal of 21,381 feet of 8-inch pipe and the static head that was a
part ofthe original design. The new operating condition would be3ZOgpnmut75feet TDH.
Recommendation: Replace the pumps with Fairbanks Morse 4_inch K3mde| D5433MV Pull-up
Submersible, 2Qhpwith o9.25-inchdiameter impeller.
MYorgam/s Branch Regional Pump Station
The proposed K8organ's Branch Subdivision will feature 153 lots divided up into 92 four
bedroom homes and 61three bedroom homes for a peak design flow mf1l5 gprn. K4or0an's
Branch Regional Pump Station at its peak flow (with the additional flows from the other
stations) will reach peak flows of53Sgprn.
Proposed Condition: In order to handle the peak flow (based on calculation assumptions) of 535
gpnn the TOH is 304.6/. Selected capacity of this report is for 550 gpmn so the pump can get
ahead ofthe inflow atpeak times. Operating point for the report is 5,50gprnot318'TDH.
Recommendation: In order to accommodate future flow conditions beyond those calculated
for this evaluation, IOO HP variable speed pumps were requested by City of Belmont. Per
Conversations with Clear Water Inc. the following dry -pit submersible and pull-up submersible
pumps were chosen:
l. Pull-up Swbnnersib|e— Fairbanks W1orse4" Model 5434 MV 100 HP with 14.75 inch Impeller
Diameter.
2. Dry -pit Sobnnersib[e— Fairbanks K4orse4° Model 5434 K40'VV IOO HP with 14.5625 inch
Impeller Diameter.
Downstream Capacity
The capacity of the sewer system within the K4or8an's Branch Subdivision (both gravity and
force main) is verified with calculations provided in this report. Downstream sewer capacity
with regard to the system outside the development is covered in the City of Belmont
"Downstream [apacityAna|ysis~ which is attached.

Amicus f ngin r n
Project No: 17-12-046 Sheet No: 1 of
Date: 11-11-2013
Calcs Performed By: NRP
Calcs Checked By: NRP
Project Name: Morgan's Branch Subdivision
Subject: Pump Station Calculations
OBJECTIVE:
Design neighborhood pump station for Morgan"s Branch Subdivision.
DESIGN CONSIDERATIONS:
The Morgans Branch Subdivision. Pump Station will accommodate 153 single
family homes and sanitary sewer flows from the existing Lake Point and
Reflection Pointe Subdivisions. Per a report developed by Arcadis G&M of
North. Carolina, Inc in 2008; This regional pump station should also consider
future development of the Lakeview Farms Property as well as the inclusion of
several existing developments such as Misty Waters. The ultimate maximum
capacity referenced in this report is 1,000 gpm.
Note:
The pump design established for the September 2013.submittal was based on a
design flow rate of 1,100 gallons per minute. An original evaluation suggested 75
HP pumps with an 8" forcernain; however, at the request of the City of Belmont,
the pumps have been increased to 100 HP variable speed pumps with a 10" force
main. This was done in order to accommodate possible future flows beyond the
scope of this report.
REFERENCES:
1. "Section 10.0 Wastewater Pump Stations" City of Belmont. Land
Development Standards Manual, Effective 8/03/2009
2. "North Carolina Administrative Code Section: 15A NCAC 02T.0114 Waste
water Design Flow Rates," by the North Carolina. Department of Environment
and Natural Resources, 1998
3. "Pump Station Calculations for Morgan's Branch Subdivision" by Amicus
Engineering PC, 11/11/13.
4, "Morgan's Branch Subdivision" by Amicus Engineering PC, 11/11/13.
5. "Pump Data Sheet" by Clearwater Inc., 11/11/2013.
ASSUMPTIONS:
1. Existing Lake Point Subdivision, 51 single family lots with peak flow of 108
gpm.
2. Existing Reflection PointeSubdivision, 372 single family lots with peak flow
of 320 gpm.
3. Existing 8" force main length: Measured from intersection of Morgans Branch
Road and South Point Road to City of Belmont force main discharge 21,381'.
Static head 58'.

Qmicus [ngineering
Project No: 17-12-046 Sheet No: 2 of
Date: 11-11.-2013
Cales Performed By: NRP
Cafes Checked By: NRP
Project Name: Morgan's Branch Subdivision
Subject: Pump Station Calculations
GIVEN / PROVIDED:
1.. Morgan's Subdivision, 153 single family lots [Ref:4]
60% 4-bedrooms @, 480gpd/home = 44,160gpd [Ref:2]
40%© 3-bedrooms 360gpd/home = 21,960gpd
Total flow = 66,120gpd = 45,92gpm
Total. Peak Flow = 2.5 x 45.92 = 114.80gpm; use 115 gpm.
2. Cumulative peak flow for Morgan's Branch, Lakepoint, and Reflection Pointe
Total Peak Flow = 543 gpm. LJse 550 gpm
3. Current pumps shall be designed for the current Total. Peak Flow of 550 gpm.
4. Wet well shall be sized for future Total Peak Flow conditions which is
assumed to be double or 1,100 gpm.
Morgan's Branch 10" force
en
h=2,513
CALCULATIONS:
1. Design Series Pumps for the Proposed Morgan's Branch Regional Pump
Station.
a. Design Operating Conditions are 1200 gpm at 392 feet TDH.
b. See attached calculations for Morgan's Branch [Ref: 3]
c. Use Fairbanks Morse 4-inch Model D5435MV pull up
submersible pump, 100hp with a 14.75-inch diameter
impeller and Fairbanks Morse 4-inch Model
D5435M&W dry pit submersible pump, 100hp with a
14.5625-inch diameter impeller.
2. Determine Operating Conditions for All Four Pumps On
a. All four pumps on = 2,400 gpm
b. See attached calculations for Morgan's Branch
[Ref: 3]
3. Determine Modifications to Reflection Pointe Pump Station with
Proposed Reduction in Force Main Length and Total Dynamic Head
a. See attached calculations for Reflection Pointe [Ref: 3]
b. Replace the pumps with Fairbanks Morse 4-inch Model
D5433MV, 20hp with a 9.25-inch diameter impeller.

Amicus [ngineering
Project No: 17-12-046
Date: 1 I-11-2013
Sheet No:
Calcs Performed By: NRP
Calcs Checked By: NRP
Project Name: Morgan's Branch Subdivision
Subject: Pump Station Calculations
4. Determine Modifications to Lakepoint Subdivision with Proposed
Reduction in Force Main Length and Total Dynamic Head
a. Replace the existing impellers with 6.50-inch diameter
impeller,
5. Design Wet Well to Support Future Total Projected Flow
a. Wet well shall be designed to handle 1,100 gpm
b. See attached calculations for Morgan's Branch.
6. Determine Bouyancy
a. See attached calculations for Morgan's Branch
b. No anti -floatation required
[Ref: 3]
[Ref: 3]
7. Determine Max Surge Pressure and Pipe Requirements
a. Max flow velocity in pipe system at peak flow of 1,200 gpm
v = 7.66 fps [Ref: 3]
Assume surge pressure occurs when max change of velocity is from peak
velocity to zero; V = 7.03 fps
b. Fluid bulk modulus
k = 300,000 psi
c. Assume ductile iron pipe class 350
i. inside diameter = 8-inch = d
ii. Outside diameter = 9.05-inches
iii. Nominal thickness = 0.25 inches
iv. DR = dimension ratio = 9.05 inches/0.25 inches = 36.2
v. Modulus of elasticity = 24,000,000 psi =- E
d. Calculate maximum wave velocity, a
i. a = 4,660/(1+(k!E)(DR-2))"2
u a = 4,660/(1+(300,000/24,000,000)(36.2-2))1!2
ill, a = 3,938 fps
e. Calculate maximum surge pressure, P
i. P=aV12.31g
ii. P = (3,938 psi)(7.03 fps)i2.31(32.2 ft/s2)
iii. P = 372 psi
f The calculated maximum surge pressure exceeds the pressure of ductile
iron class 350 pipe. A surge relief valve shall be installed. The surge
relief valve shall be set at 300 psi.

PUMP STATION DESIGN CALCULATIONS
Project: Morgan 's Branch Regional Pump Station and Force Main
Belmont, North Carolina
Date. Rev. November 11, 2013
DESIGN CALCUL/ALIONS
(I: Pump Station Design
A. Wastewater Flows
Pump Station Drainage Area
Morgans Branch Proposed Subdivision
Residential 61, 3-Bedroom Units 360 flPiliLltliit 21,960 gpd
92, 4-Bedroom Units 480 gpd/Unit 44,160 gpd
66 120 gpd
B. Peak flow
Thus: 66,120 gpd x (1 day/24 hrs) x 25 x (1 hr/60 min) ri) 114.79 gpm
Additional Flow
Reflection Pont PS 320@182 TON-600 gpm @ 168
Lakepoint PS 72 @ 230 TDH - 108 gpm to 205
C Target Pumping Rate
320 gpm
100 xem
TOTAL GPD 670,9201gpd
Use 1200 gpm for design pump capacity
534:79 gpm

Project: Morgans Branch Regional Purnp Station and Force Main
D. Piping
Pump Discharge
Force Main
Force Main Length
Pump Capacity
Velocity at Pumping Rate
Friction coefficient.
Headloss in FM per 1,000 ft
Force Main Storage
Average Force Main Detention
Force Main
Force Main Length
Pump Capacity
Velocity at Pumping Rate
Friction Coefficient
Headloss in FM per 1,000 ft
Force Main Storage
Average Force main Detention
E. Dimensions and initial Elevations
Wet Well Diameter:
Pump Station Rim. Elevation
Invert of Influent Line
High Level Alarm
Lag Pump On
Lead Pump on
Pump Off
Bottom of Wet Well
Force Main Discharge Elevation
Detention Volume =
Pump on Time
Run Time per Day =
Pump Off Time =
Pumping Cycle =
Cycles =
F. System Works
1, Static Head
6" DIP
10" DIP
2,513 ft
1200 gpm
4.90 fps
C=120
2,38 ft
10,253 gallons
0.05 days
8" DIP
21,381 ft
1200 gpm
7.66 fps
C = 120
7.07 ft
58,985 gallons
0.86 days
Diameter (Inside)
Area of circle
Force Main High Point
Pump Off Elevation
total Static Lift
Length inside Morgans Branch to Ex 8"
South Point Rd
12.00 ft
113.10 sq. ft
606,75 ft MSL.
593.69 ft MSL.
593.15 ft MSL
592.65 ft MSL
591.50 ft MSL
590.10 ft MSL
586.25 ft MSL
597,00 ft MSL
1,184 gal
14.09 min,
508,62 min
25.79 min.
39,88 min.
1.5045 cycles/hr
10" inside' Subdivision
664.00 ft
590.10 ft
73.90 ft
Force Main Discharge
Pump Off Elevation
Total Static Lift
High point in the 8°'
648.10 ft
590.10 ft
58.00ft

PUMP STATION DESIGN CALCULATIONS
Project: Morgan's Branch Regional Pump Station and Force Main
Beirriont, North Carolina
Reflection Pointe Pump Station
Date: Rev. November 1102013
pESIGN CALCULATIONS
D. Piping
Pump Discharge 8" DIP
Force Main 8" PVC/DIP
Force Main Length 6,650 ft Length of 8'" from Reflection TO MB entrance
Pump Capacity 320 gpm
Velocity at Pumping Rate 2.05 fps
Friction coefficient C=120
Headless in FM per 1,000 ft 2.60 ft
Force Main Storage 17,364 gallons
Average Force Main Detention 0,26 day

DESIGN FOR GRAVITY SEWERS WITHIN MORGANS BRANCH
CROMLISH CROSSING GRAVITY SEWER FROM ARDENT TRAIL TO SOUTH REGIONAL PUMP STATION SITE
Minimum Required Capacity
1l0Morgans Branch Lots @pAverage 43JKpd
Peaking Factor of 4.0
Morgans Branch Peak 12OLot Flow
LakepointPump Station Discharge
Potential Seven Oaks Pump Station Discharge
Reflection Pointe Pump Station Discharge
Future Lakeview Farms Pump Station Discharge (6Q0lots)
Future Crescent Resources Pum�5tationDischarge (l4B�s)
�
Total Peak Flow
Total Peak Flow +JS%FS
Minimum Pipe Slope ingravity sewer run
Required Pipe Size
3]gpm
l32Bpm
1JJgpm
1I58pm
67Sgpm
]28gpm
4S0gpm
1801 gpnn
GRAVITYSEWERFROM [ROM0ISH CROSSING TOMANHOLE ONSOUTH REGIONAL PUMP STATION SITE
Minimum Required Capacity
2BMorgans Branch Lots @ Average 432 gpd
Peaking Factor of4.O
Morgans Branch Peak 2BLot Flow
LakepointPump Station Discharge
Potential Seven Oaks Pump Station Discharge
Reflection Pointe Pump Station Discharge
Future Lakeview Farms Pump Station Discharge (6gUlots)
Future Crescent Resources Pump Station Discharge (14S|ots)
Total Peak Flow
Total Peak Flow +2S%FS
Minimum Pipe Slope ingravity sewer run
Required Pipe Size
45Qpm
184Qpm
1uygpm
11Sgpm
67Sgpm
]ZQgpm
4SO8pm
109 gpm
1QS2gpm
0.B4cfs
O.J66ch
1.5O4ds
O.713cb
1.0]3ds
0.24Zcfs
4.W13ds
S/B1Sds
0.409cfs
U.266ds
1.684ds
0J13ds
1.O03rfs
0,242 rb
4.1Z7ds

DESIGN FOR GRAVITY SEWERS WITHIN MORGANS BRANCH
GRAVITY SEWER FROM LOWER ARMSTRONG ROAD TO CROMLISH CROSSING
Minir Required Capacity
46 Morgans Branch Lots @ Average 432 gpd
Peaking Factor of 4.0
Morgans Branch Peak 46 Lot Flow
Lakepoint Pump Station Discharge
Potential Seven Oaks Pump Station Discharge
Total Peak Flow
Total Peak Flow + 25% FS
Minimum Pipe Slope in gravity sewer run
Required Pipe Size
GRAVITY SEWER FROM SOUTH POINT
Minimum Required Capacity
64 Morgans Branch Lots @ Average 432 gpd
Peaking Factor of 4.0
OAD TO CROMLISH CROSSING
14 gpm
56 gpm
56 gpm
115 gpm
675 gpm
916 gpm
Morgans Branch Peak 64 Lot Flow
Reflection Pointe Pump Station Discharge
Future Lakeview Farms Pump Station Discharge (600 lots)
Future Crescent Resources Pump Station Discharge (1451ots)
Total Peak Flow
Total Peak Flow + 25% FS
Minimum Pipe Slope in gravity sewer run
Required Pipe Size
19 gpm
77 gpm
77 gpm
320 gpm
450 gpm
109 gpm
956 gpm
0.125 cfs
0.256 cfs
1.5©4 cfs
1.885 cfs
2.356 cfs
1.01%
0.171 cfs
0.713 cfs
1.003 cfs
0.242 cfs
2.129 cfs
2.661 cfs
0.63%

Buoyancy Cal u ations
Wet well Outside Dimensions
Wet well Inside Dimensions
Wet well Top Slab Elevation
Wet well bottom Elevation
Extended Base Slab Diameter
Extended Base Slab Thickness
Top Slab Thickness
13.33
12.00
606.75
586.25
2.00
0.83
Calculate Total Volume of Wet well Structure
Volume ofWet welt Riser Sections=
Volume of Wet well Extended Base —
Total Volum
1 Structure=
2861
377
3238
Calculate Total Volume of Water Displaced
Feet
Feet
Feet
Feet
Feet
Feet
Feet
cf
cf
H2O Displaced = (Volume of Wet well Structure) * (62.4 lbs/cf)
H2O Displaced= 202047 lbs
Calculate Submerged Weight of Wet well Components
n
Top Slab Thickness (ft.)
Riser - Total Vertical Ft.
Base Slab Thickness .
To
Total Ht Weight
2
0.83 17452
20.50 81555
2.00
CalculateCakulate Weight of Soil Above Etended BasefFooting
Total Area of Extended Base
Total Area of Wet well Riser
Area of Extended Base less Wet well
Height of Soil Above Extended Base
Volume of Soil Above Extended Base
Weight of Soil Above Extended Base (estimated
Total Weight of Soil Above Extended Base
56608
155614
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base: 280749 lbs
Weight of Water Displaced By Wet Well: 202047 lbs
Flotation Protection Required?
NO

100 200 300 400 500 600 700 800
Curve efficiencies are typical, For guaranteed values, contact Fairban
Company: CtearWaier, Inc.
Name: David Grose
1 O122/2013
0 12
US gpm
r your local distributor. Las eficiencias en curvas son tipicas, Para valores garan
Fairbanks Morse Pump, 60 Hz
Catalog: Fairbanks Morse Subniersible.60, Vers 3
5430-SOLIDS HANDLING - 1800
Size: 4"5434MV
Speed: 1780 rpm
Dia: 14.75 in
Curve: T4D1S
Impeller: T4D113
dr contacle a Fairbanks Morse o a su distdbutdor local.
P E NTA I R
FAIRBANKS NIJHUIS

5430 M&W Submersible Solids Handling
Pumps
RAP UNIT
GUIDE RAIL 2
SALE 40 PIPE
BY OTHERS
Section 0Cl3 Page 179
4)
T NOT FOR CONSTRUCTION, INST'ALLA'TI1TIa1, a R APPU AT1ON
PURPOSES UNLESS CERTIFIED. D►MEN51CNS ST1OM MAY
VARY DUE 7O NORMAL MANUFACTURING TOLERANCES.
B) ELBOW MUST 8E ELEVATED BY THIS AMOUNT TO PROVIDE
PRO R CLEARANCE RR SUCTO(
B RISER PIPE IS NOT SAME 512E A5 THE DISCHARGE ELBOW,
AN ECCENTRIC INCREASER 'NAST BE USED LIMITED TO TWO
92E3lAR¢E1B WOOL
P
CP
mica Morse
brisk
BASIC PUMP
4" & 6" D5434MV
PULL—UP SUBMERSIBLE
FAIR, ANKS MORSE MTR
543MSQ1.1 t 6
07/11 ©2011 Pentair Pump Group, Ine..
Fairbanks Morse Pump

Company: CIearWater, Inc.
Name: David Grose
Date: 10/22/2013
Size: 4"5434MV
Type: 5430-SOLIDS HANDLING
Synch speed: 1800 rpm
Curve: T4D1B
Specific Speeds:
Dimensions:
Temperature: ---
Pressure: ---
Sphere size: 3 in
Flow;
Head:
Eff:
Power:
NPSHr:
1200 US gpm
198 ft
67%
88.6 hp
23.2 ft
,., ���:_ , fix.. ..a1:'.:•
Shutoff he 60 ft,
Shutoff dP: 113 psi
Min flow: 300 US gpm
BEP: 69% @ 1420 US gpm
NOL power:
122 hp @ 2177 US gpm
Flow
US gpm
1440
1200
960
720
480
Belmont NC
Morgans Branch PS
Future Pump (1200 GPM}
Speed: 1780 rpm
Dia: 14,75 in
Impeller: T4D1B
Ns: ---
Nss:
Suction: 4 in
Discharge: 4 in
Power: ---
Eye area: -_,
50
25
z
Flow; 1200 US gpm
Water
Density: 62,32 IblfN
Viscosity: 0,9946 cP
NPSHa: —
-
PENTAIR
FA.IRBANKS NIJHU
Head: 196 ft
Temperature: 68 `F
Vapor pressure: 0,3391 psi a
Atm pressure: 14.7 psi a
i
Consult Fairbanks Morse Pump, 60 Hz to select a motor for this pump,
Approximate 100
HP Limit
100hp
200 hp
150 hp
125 hp
60 hp
250 500 750 1000 1250 1500 1750 2000 2250 2500
250 500 750 9t300 1250 1500 1750 2000 2250 2500
US gpm
Curve efficiencies are typical. For guaranteed values, contact Fairbanks Morse or your local distributor. Las efrclencias en
curves son tiplcas. Para values garantizados contacte a Fairbanks Morse o a su distrlbuidor local.
Head Efficiency Power NPSHr
ft °A hp ft
1780 183 68 96.9 27.4
1780 198 67 88.6 23.2
1780 211 65 79.2 20.2
1780 223 59 68.1 20
1780 234 50 56.5 20
H2©ptimize - Fairbanks -Morse 9
Selected from catalog: Fairbanks Morse Submersible.60 Vers: 3

5430 M&
Pumps
ubmersible Solids Handling
VENT TAP ,
VOLUTE CLEANOUT
GAUGE TAP
DISCHARGE
DRAIN TAP—"
GAUGE TAP ---
SUCTION ELBOW -
CLEANOUT
4`D
T4' 0-5434WD
4' D5434W5
5"
6" D
MOTOR
FRAME_
210T TH RU 36ST_
210T THRU 365T
210T THRU SST
T
210TTHRU3
210T THRU 36
gTM D54 34WC3 {3 26(7T'-320T-360T
8"05434LWD(4) 2 .T-320T-_. T
NOTES:
SOT-320T-36tDT
(1) ALL FLANGES ARE 12541 ANSI DRILLING UNLESS NOTED.
(2) ALL DIMENSIONS ARE IN INCHES UNLESS NOTED,
(3) FOR USE WITH IMPELLER DESIGN T8D1A.
(4) FOR USE WITH IMPELLER DESIGNS TBDAD OR TAKC5W,
(5) 5400'S AND 5400K°S ARE DIMENSIONALLY IDENTIC'AL..
Section 003 Page 195
DISCH A
4 30
4 30
4� 30
_5 30
5 30
CUSTOMER
CERTiFlEp FOR
SU"ION
H HOLES 4 PLACES- /
4 ,A
4?A
4V.
AVAILABLE DISCHARGE POSITIONS
CLOCKWISE COUNTERCLOCKWISE
POSrnoI'4S 61 OR A9 ARE STANDARD WHEN VIEWED
FROM THE DRIVER END UNLESS OTHERWISE SPECIFIED,
CLOCKWISE ROTATION DISCHARGE POSITION 41 SHOWN,
Y Z CP ? VD
A
14
LIFTING LUGS
BASES ARE DESIGNED TO HAVE FULL CONTACT WITH
GROUT OR A SOLE PLATE GROUTED IN PLACE,
NOT FOR CONSTRUCTION, INSTALLATION, OR APPLICATION
PURPOSES UNLESS CERTIFIED. DIMENSIONS SHOWN MAY
VARY DUE TO NORMAL MANUFACTURING TOLERANCES.
UL LISTED
ISO 9001 CERTIFIED
CSA CERTIFIED) (THRU 365 FRAME)
IMAM
BASIC PUMP
D5434WD
DRY PIT SUBMERSIBLE
FAIRBANKS MORSE MIR
rye° 543WS015
07/11 0 2011 Pentair Pump Group, Inc.
Fairbanks Morse Pump

Company. ClearWater, no,
Name: David Grose
Date: 10/22/2013
Size: 4"5434M&W
Type: 5430S©LIDS HANDLING
Synch sad: 1800 rpm
Curve 3404046
Specific Speeds:
Dimensions:
Temperature: 104 "F
Pressure: 100 psi g
Sphere size: 3 in
Flow:
Head,
Eff:
Power
NPSHr
1200 US gpm
197 ft
70%
85,6 hp
24.2 ft
riot
Shutoff head: 251 ft
Shutoff dP: 108 psi
Min flow: 250 US gpm
BEP: 72% @ 1527 US gpm
NOL power:
116hpc2143USgpm
Max pourer:
156 hp @ 2395 US gpm
Flow
US gpm
1440
1200
960
720
480
Belmont NC
Morgans Branch PS
Future Pump 0200 GPM)
Speed: 1780 rpm,
Dia: 14,5625 in
impeller: T4016
Ns: 1311
Nss: 5504
Suction: 5 in
Discharge: 4 in
Power: ---
Eye area:
in
50
25
0
Curve efficiencies are
Speed
rpm
1780
1780
178D
1780
1780
Head
ft
185
197
206
214
223
Flow: 120f9 U
Vise sity; f3.994
NPSHa:
PENTAIR
F IRBANKS NIJHUIS
Head; 196 ft
Temperature: 68 "F
Vapor pressure: 0.3391 psi a
Atm pressure: 14.7 psi
Consult Fairbanks Morse Pump, 60 Hz to select a motor for this pu
Punip shutoff dP exceeds limit for the pump.
Approxir
HP Limit
200 hp
150 hp
60 fip
250 500 750 1000 1250 1500 1750 2000 2250 2500
250 500 750 1000 1250 1500 1750 2000 2250 2500
US gpm
For guaranteed values, contact Fairbanks Morse or your local distributor. Las efictendas en
. Para valores garantizados contacte a Fairbanks Morse o a su distrtbuidor local..
Efficiency
9‘
70
66
61
52
Power
hp
94.2
75,8
64,2
52.4
NPSHr
ft
27,2
24.2
24
24
24
H2Optimize - Fairbanks -Morse 9
Selected from catal
Fairbanks Morse Srabnaersit te.60 Vers: 3

500
450
400
25t7
200
150
100
200
400
1400 1500
2000 2100 2200
Curve efficiencies are typical. For guaranteed values. contact Fairbanks Morse or your local distributor, Las eticieoraas en novas scan lip*cas. Para vafores garanliznc#s cn jacte a Fairbanks Morse, a su riistritxminr Inca!,
Name David Grose
1 WZ2/2013
Fairbanks Morse Pomp, tip Hz
Catalog: Fairbanks Morse Subsnersmble..I' V
5430-SOULS HANDLING -1 ago
Size; 4"5434MV
Speed 1780 rpm
Dn6 14,75 in
Curve: T4Dt8
I111pFllr �: T4 D1 B
PENTAIR
FA' IRBANK .. -11

Section 003 Page 178
5430 M& `Submersible Solids Handling
Pumps
TOP VIEW Of PUMP UNIT
PUMP
3 05432e
4' D503211V,
4' D5432h1Y
4" D5433MV
dt D54331V
V
5' 05433V1V
043341V
G" D5433MY
NDTcc
FRAAC
210T
25L1T
D15C11 A
114!e 244
10 11
250T J. 4_ 10 1
210T
25€IT
320T
210T
25©T
32t1T
250T
320T
4
2.
2
20Y
15 1711 442
1LT 171 4112.
_ 16 _' 121'2 4 Y2_,
14 {4^
4
14' 102 344
14
644
644
64''4
9W
NOTES:
(1) D SCHARGE FLANGE 51254 N LL.N4E5'11+IL.ES9 N01'ED,
17J AllDIMENSIONS ARE ININCHES
U tE SNV1FEI1,
131 54005 AND 54O0N5 ARE DIME►610NAUY IDENTICAL
(4) RECOMMENDED LOW WATER LEVEL FOR CONTNUOUS OPERATION.
210FRAME AND WATER JAQJ ThD250THRU440FRAMEUNITSCAN
OPERATE CONTINUOUSLY AT'MW' WATER LEVEL
(5) WATER LEVEL MAY SE DRAWN DOWNTOTHfS LEVEL FOR SHORT TIME
DUTY IN AIR MOTOR RATINGS. DRAW DOWN CAN OCCUR OVER A
PERIOD OF 1S MINUTES.
3 ,.
7
TOP GWDE BRACKET DETAIL
1 ih' 7 2041
1 V2 7 324e
7 3244
1 7 32X4
24i `104ti 4241
2411,104,11 4241
2fi1�10Ye 42M
144 w9 44 39 W
9 V4
944
104
12,411
124
12444
X Y
11Ys Gas
3
72.
4'
144
fgs 1744
1 16
P 41t
242 3010
2 330J4+
242 3442
15 37
15 32
15
37`.
4i
21Ya 47
20% 41
24% 47
BASIC PUMP
D5432MV AND 05433MV
PULL-UP SUBMERSIBLE
FAIRBANKS MORSE MIR
543MS009 1 6
Fairbanks Morse Pump
02011 Pentair Pump Group, Inc. 07/11

Pu
Pu +, 60 H
320 US gpm
75.8 ft
54%
11.1 hp
Company: CiearWater, Inc.
Name: David Grose
Dale: 9/19/2013
Size: 4'"5433MV (A)
Type: 5430-SOLIDS HANDLING
Synch speed: 1800 rpm
Curve: 33M404A
Specific Speeds:
Dime
Temperature: 104 "F
Pressure. 85 psi g
Sphere size: 3 in
Flow:
Head:
Eft
Power
NPSHr:
Shutoff head: 94 ft
Shutoff dP: 40.7 psi
Min flow: 140 US gpm
BEP: 67% @ 746 US gpm
NOL power:
19.3 hp @ 1087 US gpm
Max power:
48.6 hp @ 1500 US gpm
tNitt
Flow
US gpm
384
320
256
192
128
Amicus Engineering
Belmont NC
Reflection Pointe PS
Speed: 1770 rpm
Dia: 9.25 in
Impeller: T4C1A
Ns: 1505
Nss: 7538
Suction: 4 in
Discharge. 4 in
Power: --
Eye area: _w
175 12 in
125
100
75
50
250
25
2
t1 0
Z
500
Flow: 320 US gpm
Water
Density 62.32Ib/ft
Viscosity: 0,9946 cP
NPSHa: ---
PENT'AIR
FMRBANKS i IJHU S
Head: 75 ft
Temperature: 68 `F
Vapor pressure: 0,3391 psi
Atm pressure 14.7 psi a
Consult Fairbanks Morse Pump, 60 Hz to select a motor for th
750
500 750
US gpm
Curve efficiencies are typical. For guaranteed values, contact Fairbanks Morse or your focal distributor, Las e'
curves son tiptcas, Para valores garantizados contacte a Fairbanks Morse o a su distrtbuidor local
60
1000
30 hp
25 hp
20 hp
1250
Speed
rpm
1770
1770
1770
1770
1770
Head
ft
73.3
75.8
B1.3
250
Efficiency
ar©
58
54
50
42
Power
hp
12.1
11.1
10.1
9.35
1000
NPSHr
ft
9.97
9.98
10
10
1250
50 hp
40 hp
1500
1500
iencias en
H20ptimize Fairbanks -Morse 9
Selected frUm cafalog: Fairbanks Morse S'ubmersibie,60 Vers; 3

PENTA1R
Customer
Customer reference
Item number
Service
Quantity
Flow, rated
Differential head 1 pressure, rated (requested
Differential head / pressure, rated (actual)
Suction pressure, rated / max
NPSH available, rated
Frequency
Speed, rated
Irnpetler diameter, rated
Impeller diameter, maximum
Impel er diameter, minimum
Efficiency
NPSH required / margin required
nq (imp, eye flow) / S (imp. eye flow)
Minimum Continuous Stable Row
Head, maximum, rated diameter
Head rise to shutoff
Flow, best eff. point (BEP)
Flow ratio (rated / BEP)
Diameter ratio (rated / max)
Head ratio (rated dia / max dia)
Cq/Ch/Ce [ANSI/HI 9.6.7-2010)
Selection status
rota
Pump Performance Datasheet
: 0.00 / 0.00 psi.g
Ample
:60Hz
,500
6.72 in
7.38 in
6.50 in
:h/0.00ft
N/A Metric units
176,4 ft
; 36,77 %
: 91,12 %
: 74.20 %
1,00 /1.00 / 1.00
: Acceptable
Quote number
Size
Stages
Based on curve number
Date last saved
Encompass 2.0 - 13.1.0.9
191540
Hydromatic - HPGBIHPGBX-1000
1
SUB G V_AH00002C.,_2 Rev
2012-03-23
18 Sep 2013 1:27 PM
Liquid type : Wafer
Additional liquid description
Solids diameter, max 0.00 in
Solids concentration, by volume : 0.00 %
Temperature, max : 68.00 deg F
Fluid density, rated / max : 0,999 / 0.999 SG
Viscosity. rated : 1.00 cP
Vapor pressure, rated : 0.34 psi,.
ximum wonting pressure
aximum allowable working pressure
aximum allowable suction pressure
Hydrostatic test pressure
N/A
NIA
N/A
4 psi.g
Driver sizinr3 specffieation : Rated power
Margin over specification : 0.00 %
Service factor : 1.00
Power, hydraulic : 3.52 hp
Power, rated : 9.86 hp
Power, maximum, rated diameter : 9.87 hp
Minimum recommended motor rating 10,00 hp / 7,46 kW (Fixed)
70 80 90
Flow - US9pm
140 3:r0 160
CLEARWATER, INC. ° P© BOX 1469 - HICKORY, NC 28602
phone; • 'fax.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWERS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. GENERAL INFORMATION:
(to be completed h I)VQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.): City of Be
2. Owner's or signing official's name and title (15A NCAC 2T .0106):
Barry Webb
City Manager
3. Natne, email address, and complete address of applicant: City of Belmont, 115 North Main Street,
City: Belmont State: NC Zip:
Telephone number: (_704 ) 825-5586
Facsimile number: ( 704
4. Project name (name of the subdivision, facility or establishment, etc.):
Morgan's Branch Subdivision
5. County where project is located: Gaston
6. Fee submitted: $ 480 (See Instruction C.)
7. Name and complete address of engineering firm: Amicus Engineering, PC
331 Coddle .Market Drive Suite 110
City: Concord State: NC„ Zip:
28012
825-0514
28027
Telephone number: (704_ ) 573-1621 Facsimile number: (_704. 248-7951
8, Name, email address, and affiliation of contact person who can answer questions about application:
Nicholas R. Parker, PE Engineer of Record, nrpark.eaamicuseng.com
IL PERMIT INFORMATION:
1. Project is: x new• modification
2. lf this application is being submitted as a result of a modification to an existing permit,. provide:
existing permit number and the issuance date
3. Applicant is: x public (See Instruction. G; skip to item 11.4.); private
If private, units (lots, townhomes, etc.) are: leased (Skip to item 11.4.); sold
If sold, facilities owned by a: public utility (See Instruction .1-1..);
homeowners' association/developer (See Instruction I.)
4. If project disturbs rnore than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: 'I 0/22/2012
5. If project. includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: Approved Februa 8 2013
FORM: PSFMGSA 0212 Page 3 of 6

6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e,g, Neuse River basin buffer rules): N/A
111. INFORMATION ON WASTEWATER:
1. :Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry., apartments, condominiums, etc.); Residential Subdivision
2. Volume ofwastewater generated by this project. 66,120
3. Explanation of how wastewater flow was determined (15A NCAC 2T .0114);
_ 153 lots, '92-4bedrooms .07480gpd 61-3bedroomss,@360 d = 66,120
4. Nature of wastewater: 100 %. Domestic/Commercial; % industrial;
% Other waste - specify
gallons per day
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility:
b. If a pretreannent permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:.
I.. Brief project description:. 153 lot residential subdivision with Regional Pump Station.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction _
City ofBehnont
3, WWIT permit number; NC002 H 81.
4. List the owner(s) of any intermediate sewers ifdifferent from applicant or owner of WWTF (See Instruction.
5. Permit numbe • for e ediately downstream:
6. Pipe diameter ofsewers immediately downstream:
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page of the calculations.
8. Summary of GRAVITY SEWER to be perrnifted:
Diameter (inches)
8
10
1„?
15
Length (Linear Feet)
3,787
1,034
2,123
108
FORM: PSFMGSA 02/12 Page 4 of 6

trite
6
42
Does the subject gravity sever col (lion system comply witl the
Permitting of Gravity Severs and 15A NCAC 2 t° .030
ria and explain:
Yes;
Design Criteria for the
No. If no, please identity
FORM: P F
SA 02/12 Page 5 of 6

V. PUMP STATION INFORMATION (CmnpIC(CPage 5of6for each pmmpStation included vnthis pn,Ijmm.)
|. Pumpamrkmnumber urmanic _ k1oruan'sBranch Regional Pump,Smdmn
2. Pumpsmtimo location (Longitude and Latitude):______���_
3. |uaccordance witk 15A NCAC 2'1'.0305(li)( 1). describe the measures that are beiug implenicated to prevent
impacts on downslopusudacc no/oS Should power failure Occur a{this pump s1o6nn (See Instruction L)�
Vmsitcgenermwr
4. Design flow of(he pumpacmhm)/ i728 miUiongallons per day
5. Operational p*iot(^)w[(he punip(s):|200___gallons per minute x(__392_feet total dynamic head
(TQH)
&. Number o[pumpeprovided (\5A NCAC21'.O2|9(h)(l)(AU:__ __4(series pomping).___
7. Numhcrofpumpiogcycles maverage daily flow (Miolmum Design Crl/cr|u for the P*nniUingofPump
Stations and Force Mains): cycles per hour
8� For extended travcl times (greater than 24 hours) or if appropriate purnping cycles arc not niet, describe odor
and corrosion control meonuxeotaken:
V� Provide the location of cacti design element imthe specifications and/or engineering p|onx�
Design Element
Alternate Power Source:
Portable Generator (te|cmczryand receptacle required)
On -Site Generator (automatic transfer switch required)
Wet Well Vented with Screen
Sheet Number of the Page Number in the
Plans
G&]8
C-Q]#
Fillets in Wu Well
Check Valves C- '|8
[cncin- | S- J9
�Lockable Wet Well Cover and Dead Front Control Panel | L-8.18
Area Li C- ]9
H��\�a�rNanns
Audible Alarni
Visual Alarm
Autm'Dio|eri"Telcmctry
Non -Corrosive Guide Rails/Lift Chains
All-WeatberAccess Road
C-8.|8
Specifications
10. List. any rqoipnnrn (note Sheet nurnber of the plans or page number in the specifications) not, specifically
mentioned above (huixCodor control equipment, ocJ:
|L a. 100-ycar flood elevation:____ feet mean sea level
h. Finish -radcelevation ofvh*pompstation 6O6_25feu
c Measures taken to protect the purnp, station against flooding (I 5A NCAC 2H A305(e)): NIA
|

12. Sum ita - of FORCE MAIN to be •ermined, by diameter and length:
Diameter Length
(inches) (linear feet)
High Elevation Discharge Elevation
(feet) (feet)
10 2513 664 722.00
Pump -Off Elevation
(feet)
590.10
13. Station location of air -release valves (15A NCAC 2T .0305(h)(5)):
Station 12+50 and 25+00
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
iciyouts PP e 0,7
attest that this application for
has been reviewed by me and is
accurate, complete and consistent with the information supplied 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, Minimum Design Criteria for
Permitting Pump Stations and Force Mains, and Minimum Design Criteria for the Permitting of Gravity Sewers,
Although certain portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal .signifies that 1 have reviewed this material and have judged it to be
consistent with the proposed design. Note: in accordance with NC General Statutes .143-215.6A. and 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
525„000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
7
L.
, attest that this application for
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 information and attachments are not included., this application package
will be returned to me as incomplete. 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
S25,000 per violation,
Signature:
Date:
FORM: PSFMGSA 02/12
Page 7 of 6

Gaston County
Soil Erosion and
Sedimentation Control
Program
/departments
aturaJResouces
CONTACT:
Gaston Natural
Resources Department
1303 Cherryville Hwy
Dallas, NC 28034
Telephone. [phone]
Gaston County
Belmont
Bessemer City
Cherryville
Cramerton
Dallas
Dellview
Gastonia
High Shoals
Kings Mountain
Lowell
McAdenville
Mount Holly
Ranlo
Spencer Mountain
Stanley
Mission Statement
provide leadership
and conservation
assistance to the
people of Gaston
County to improve and
sustain their soil,
water, air, plant and
wildlife resources,"
GASTON COUNTY
Gaston Natural Resources Department
Soil Erosion & Sedimentation Control
RE: Letter Of Approval Date: 04 /02/2013
Project Name
Morgans Branch u
Responsible Party
Address
Bowman Development Group
13815 Cinnabar Place
City, State, Zip
Huittersvilie
PC 28078
Location
Armstrong Road / South Padni Road
Submitted By
Date Received: 0: /28/13
New Submittal Revision
a ershed
Catawba Creek
Dear Bowman Development Group,
The Erosion and Sedimentation Control Plan submitted for the above project has been
reviewed and is approved.
Please be advised that the Ordinance (Section 18 (c) and Title 15 NCAC
04B.0127(b) requires that a copy of the approved Soil Erosion & Sedimentation Control
Plan be on file at the job site This letter is also Notice required by the Ordinance (Section
21) and G.S. 113A-61.1 of our right of periodic inspection to insure compliance with the
nnnrme pri nl n
After commencement of this project, if it is determined that the Soil Erosion &
Sedimentation Control Plan is inadequate to meet the redirements of the Ordinance (Section 18
(OM and G.S. 113A-51 through 66), this office may require revisions to the Plan and
implementation of the revisions to insure compliance.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended
form it there are any changes in the information included on the form. Please notify our office
(704-922-4181) at least 48 hours before commencement of the land -disturbing
activity. (Ordinance Section 8 (e).
Sincerely,
GASTON COUNTY
NATURAL RESOURCES DEPARTMENT
James H. Cook, Jr:: Conservationist
[e-mail]
Gaston County Erosion & Sedimentation Control Program
CC1: ;Bilious Engineer
CC2:

GASTON COUNTY
SOIL EROSION & SEDIMENTATION
CONTROL
CERTIFICATE OF APPROVED PLAN
The posting of this certificate certifies that an erosion and sedimentation control plan has been approved
for this project by the Gaston County Natural Resources Department, Gaston County, North Carolina in
accordance with Gaston County Soil Erosion and Sedimentation Control Ordinance, Section 6 (a), Sec. 8
(d), Section 18 and North Carolina General Statute, 1 13A--57 (4) and 1 13A-54 (d)(4) and with North
Carolina Administrative Code, Title I5A, Chapter 04E1.0107 (c). This certificate must be posted at the
primary entrance of the job site before construction begins and until establishment of permanent
groundcover as required by Gaston County Soil Erosion and Sedimentation Control Ordinance Sec. 8 (c)
and the North Carolina Administrative Code, Title 15A, Chapter 048.0127 (b). This is also Notice of our
right of periodic inspections as required by the Ordinance, Section 21 and G.S. 1 13A-61.1.
Project Name & Location: III BS ra61%
Vl!elmn
04-o& i'3
Date of Approval Plan
�`4c: PUbhaher FTIti Ercr an $1.. Sc,Actrofierite of Apprc«nu1 N4n6

Fr FORM WSCAS 08-13
WATERSHED CLASS F CATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
_ Professional Engineer Name
$chdo
Name of Waterbody
#lt*ttVCittitiAOV*e
litgka
NUE
121112
Rait't
ginfir
11211
11111ii
1135:
BIN
Project Name
tt, PC
River
County Basin
eit**00:
Waterbody Stream
Index No,
1410,0)
1111115 121111
Net
1111111116 1111111
111111
1121
111111
VW'
Waterbody
C1assificaton
KEN
11111 , 11.11111m
22111 12131
NEIR
,113110,,
31111,1
1211,11,
Ett,
111112
111112
11211
KNe
111111 11111
f unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I 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 ***
, s 4 Is: 4131400:5'
'ffte,f
Z#4/0.2403
FORM: WSCAS 08-1.3
Page 1 of 1

l DEPARa&M0.UW'fV7P-i'Mih` IFTi MOR
*.USTOIX)
®F M.AM(LN7Q SAM,1RANfi&E
otkoLINA.S.IWPII Akan ;NA
Y y: xNA"3Y 5,f1Mu

-4.1.mtw OTs,W7,
North Carolina Department of Environment
And Natural Resources
Division of Water Resources
Public Water Supply Section
Application for Approval
of Engineering Plans and Specifications
For Water Supply Systems
Applicant
City of Belmont
(Name of Board, Council or Owner the Applicant)
5arry Webb, City Manager
(Name and Title of Authorixed Official or Representative of the
Appl i cant)
115 North Hain Street
(Street or Box Number)
Belmont, NC 28012
((ity, State & ZIP)
'704-825—.5586
Phone Number)
Design Engineer
Nicholas R. Parker, PE
(Name et l)cign EmOneer ol 1..tecord)
Amicus Engineering, PC
(Name of Engineering Firm)
332 Coddle Market Drive., Sr 110
(Street or fitix Number)
Concord, NC 28027
Kly.,Statc&M
704-573-1E21
(Phone Number)
704-F325-0514 704-248-7951
6,46).6 e
(FA) Number) (EA X Nurnlvr)
Ili 10'04
orNrparker@amicxlseng corn
(Signal
11 addr
hjfid Official or Represc
Applicant).
Project Name. Morgan's Branch Subdivision
in
Date
fEJnorkrdthc.s.$)
(Name of Project to appear on Public Water Supply Section records and tracking system)
153 of single family re idential subdivision
(description of project)
Southwest. from the intersection of Lower Armstrong Road and South Point Road
(general Ideation IA'projeet)
City of Belmont Count. Gaston
Serial No.
(for DENR use only) (for DENR use onl))

Febru
aci
For
Prepared b
Gerald E. Hattori, PE
Belmont City Engineer
P.O. Box 431
Belmont, PAC 28012

Morgan's: anch Regionalta on
Downstream Capacity Analysis
Table of Contents
1. Downstream Capacity Analysis Narrative
2. Downstream System Schematic Map
3. Flow Calculations -1 " South Outfall Force Main - Initial Peak Flow
4. Flow Calculations 16 South Gutrail Force Main - Future Peak Flow
5. Hydraulic Capacity Calculations - 1 °` South Doha Force ain
6. Flow Calculations - ." Gravity Sewer - Initial Peak Flow
7. Row Calculations - °" Gravity Sewer - Future Peak Flow
PAGE
Morgan's Branch ary OF BELMONT
Region ! Pump Station 2i 14

Morgan's Branch Regional Pump Station
Downstream Capacity Analysis
This analysis has been prepared in support of the permit application for the Morgan's Branch
Regional Pump Station proposed in conjunction with the development of the Morgan's Branch
Subdivision which is located on Lower Armstrong Road (NC 273) in the City of Belmont. The
proposed pump station will serve as the primary regional facility for transporting wastewater from
residential developments in the area.
Description of System
The existing and proposed wastewater pumping and transport system is illustrated on the
Downstream System Schematic Map. There are two existing pump stations in the south
peninsula region that currently connect to a single 8" force main. This force main extends from the
Reflection Pointe pump station, north along South Point Road, and terminates at the City's existing
16" South Outfall force main at Stowe Road. The second pump station is at the Lakepoint
subdivision. It connects to the South Point Road 8" force main via a 4" force main along Lower
Armstrong Road.
As proposed, the flow from these two pump stations will be diverted to the Morgan's Branch
Regional Pump Station which will become the primary pumping facility in the region. Per the
engineer's report prepared by Amicus Engineering, the total required capacity of the proposed
pump station is 550 gpm. Because the City of Belmont anticipates that other subdivisions will
eventually be built and will connect to the Morgan's Branch Regional Pump Station, the pumps, wet
well and piping is designed for 1,200 gpm. The pump motor controls will include variable frequency
drives that allow the pump station to operate at 550 gpm until other developments are connected.
The design of the pump station facility has been completed by Arnicus Engineering and is covered
in their engineer's report. Included in their analysis is the evaluation of the existing 8" force main
from the Morgan's Branch Pump Station to its connection to the City's 16" South Outfall. This
connection is noted as "Point 2" on the schematic map.
The downstream capacity analysis contained herein evaluates the capacity of the City's 16" South
Outfall force main, and the City's 24" gravity outfall sewer that leads directly to the Belmont
Wastewater Treatment Plant. On the Schematic Map, these are the facilities spanning between the
Belmont WWTP and South Point Road (Point 2 on the map) and is located at the intersection of
South Point Road and Stowe Road.
The force mains from three pump stations currently connect to the westerly end of the 16" South
Outfall force main at Point 2. They are the 8" Reflection Pointe PS force main (described above as
the 8" South Point Road force main), the 8" South Point Ridge PS force main, and the 4" Greystone
PS force main, The South Outfall force main is designed for future flows from underveloped
properties in western Belmont as well as growth from the south peninsula region, As such, the force
main is currently operating as a gravity pipe for its entire length. Flow from the three current pump
stations discharge to the South Outfall at Point 2 and flows by gravity through the force main to
Point 1. When development occurs in west and southern Belmont, flows from other pump stations
will be connected and the force main will then operate under pressure as designed. The existing 16"
force main pipe slopes downstream to Point 1. The minimum slope is 0.14%, but many sections of
the force main have greater slopes.
Morgan's Branch 1 CITY OF BELMONT
Regional Pump Station 2/3/14

lie point
ali sews
se sews
where the South Outfall connects to the " gravity sewer (Point
r also connect to it. They are the West Outten sewer and the Sout
are gravity lines,
other City
t Outfall sewer.
Analyses
The downstream uth Outran. and the °' gravity sewer have been analyzed for the following
Morgans Branch Regional Pump Station flow conditions;
initial peak flow rate of 550 gpm.
Future peak flow rate of 1,200 gpm:
Conclusion
The pipe capacity of both the 16°" South Outfall force main and the 4" gravity sewer pipes is
adequate for the peak flow rate from o an's Branch" Regional Pump Station at 550 gpm.
In the future, when additional flows are added through the permitting and development of new
subdivisions in the south peninsula area, the 4" gravity sewer must be either supplemented with a
second sewer pipe, or reel - • with a larger diameter pipe. The City of Belmont has inoluct-. the
supplemental pipe in its 5 year capital improvement plan and it is expected .t construction will
begin in 2016.
Morgan'sBranch CITY OF BEL. ONT
Regional Pump Stettor
14

Morgan's Branch Regional Pump Station
Downstream Capacity Analysis
Morgan's Branca
Regional Pump Station
CITY OF BELMONT
213f 14

FLOW CALCULATIONS
16" SOUTH OUTFALL FORCE MAIN - INITIAL PE FLOW
ROWS from the proposed Morgan's Branch Regional Pump Station will flow through the Cihts 16 South
Chiffon' force main on StoiNe Road. At the western end of this force main, three pump station fOrce mains
discharge into the outfall. They are the proposed Morgan's Brainch Regional Purim Station (existing
Reflection Pointe Pump Statical force main), South Point Ridge Pump Station, and the Greystone Pump
Station. The do stream flow capacity detemilnation vvill therefore involve the flow alio -dons of all three
pump stations.
Single Pump Capacity
South Point Ridge Pump Station
Greystorte Pump Station
Morgan's Branch Regiorial Pump Statiori (Initial Flow Condition)
Flow Expected with 3 Purrip Stations Running
Flow Expected With 3 Pump Stations Running
DO STR
CAPACITY
Single Pumr) Canadtv
2 43
420 gpm
120 gpm
550 gpm
1,090 gpm
cfs
Gravity Conditkm 16 " Pi1 1ofs
Downstream pine capacity is sufficient.
Morgan's Branch CITY OF 'BELMONT
Regional Pump Station 4 2/3/14

FLOW CALCULATIONS
16" SOUTH UT LL FORCE _ FUTURE FLOW
Flows from the proposed Morgan's Branch Regional Pump Station mill flow through the ity's 16" South
Outlet! force main on Stowe Road, At the western end of this force main, three pump station force mains
discharge into the °titian. They are the proposed organ's Branch Regional Rump Station (existing
Reflection Pointe Pump Station force main), South Pont Ridge Pump Station, and the C reystone Pump
Station. The dowrnstrearn flow capacity date motion will therefore involve the flow allocations of all three
pump stations,
Pump Capacity
South Point Ridge Pump Station
reystone Pump Station
Sinn' Pura r a€
l loran"s Branch Regional Pump Station (Future Flown Condit;
Flow Expected with 3 Pump Stations Running
Flown Expected with 3 Pump Station Running
DO NSTREA C ACI
Gravity Condition
PreS ure Condition
16 "' Pipe at 0,1 % and n= .013 =
16" Pipe at Velocity of 2.78 fps
420 gp
120 gp
1,200 gp
1,741 ppm
3,88
cis
Downstream pipe capacity s su xdent..
Nforgan's Branch
Regional Pump Station
cfs
I OF SELII NT
/114

HYDRAULIC CAPACITY CALCULATIONS
16" SOUTH OUTFALL FORCE MAIN
PROJECT: South Outfall Sewer
JOB NO.: CN703001.LR06
SYSTEM: South Outfall from South Paint Road, along :Stowe RoTtd,
24" Gravity Outfall
POINT 1 598.00 PUMP CENTERLINt
POINT 2 717.00 ELEV, 717.00
STATIC SUCTION HEAD: 0,00 ft.
TOTAL FLOW (gpm)
BY: GE Hatton
DATE: 2/3/2014
FILE:
CHECKED BY:
1,255
1,740
2,500
(MGD)
STATIC HEAD:
Optional: PUMP HEAD , ft.
1,81
-119,00
0.0
2.51
9.00-119,00
3.60
0,0
DISCHARGE FROM PUMP TO
ENi FLO
FLOW RATIO: 1.000
DIAMETER (in): 16.00 LENGTH: 5500 ft. C: 120 VEL fps
Check V 0 @ 2.00 V HD ft
Plug V 0 @ 1.08 Hi1000 ft
Bend 90 0 @ 0.24 HD L ft
Exit 0 1.00 TOT K= 0.00 ACCUM H ft
POPULATION EQUIVALENCY
GALLONS
PEAKING PER
GPM MGD FACTOR PERSON POPULATION
1,255 1.807 2.5 100 7,229
1,740 2.506 2.5 100
2,000 2.880 2,5 100 11,520
3,000 4.320 2.5 100 17280
4,000 5.760 2.5 100 23,040
5,000 7,200 2.5 100 28,800
0,022
Morgan's Branch
Regional Pump Station
1255 1740 2500
2.00
0.06
1,10
6.07
2
2,78
0.12
2.02
11.12
0,25
3.95
21.75
97.25
EXISTING PUMP STATIC
PUNT'
STATION
Morgans Branch
Graystone
South Point Ridge
TOTAL (GPM)
FM Velocity (fps)
DESIGN
CAPACITY
(GPM)
1,200
120
420
1,740
2.78
CITY OF BELMONT
2/3/14

FLOW CALCULATIONS
24" GRAVITY SEWER INITIAL PEAK FLOW
Flows from the proposed Morgan's Branch Regional Pump Station will flow through the existing 24 inch trunk
sewer leading to the Clty's Wastewater Treatment Plant. The gravity sewer starts at Point 1 whch
approximately 1/4 mile west of the WWTP influent structure, At this same point of connection, the West
Duffel!, the Southwest Outfall, and the South Outfafl Force Main combine and flow into the 24" gravity sewer.
The downstream flow capacity determination will therefore involve the flow allocations of all three outfalls,
and the capacity of the 24 inch trunk sewer to handle peak flows,
WEST OUTFALL
The flow from the West Outfall service area has been determined and is based on the Preliminary
Engineering Report analysis completed for that SRF funded project in 2012, This includes the flows from the
Clay Pump Station.
Existing Average Daily Flow 0.47 MGD
Existing Peak Flow 1,19 MGD
1.84
SOUTHWEST OUTFALL
The majority of the flow entering this system is contributed by three pump stations, the Point Crossing PS,
the Rankin PS, and the Pinsto PS. In addition, 210 single family lots can contribute to the outfall through
gravity connections, For the purpose of this analysis, each lot is considered to contribute an average 400
gpd.
Point Crossing Pump Station Single Pump Capacity
Rankin Pump Station Single Pump Capacity
Pinsto Pump Station Single Pump Capacity
Total Flow Expected with 3 Pump Stations Running (gpm)
Peak Gravity Flow from 210 SF lots
Total Peak Pumped and Gravity Flow
Flow Expected with 3 Pump Stations Running and Gravity Flow
SOUTH OUTFALL
Initial flow from 18" Force Main (See page 4)
COMBINED FLOW
Thls flow is only achieved if all 7 upstream pump stations are operating
simaltaneously and for long enough time for the flow to reach the 24" pipe at
the same tlrne.
DOWNSTREAM CAPACITY
Gravity Condition
Mforgan's Branch
800
180
153
1,133
146
1,279
2.85
2.90
gpm
gpm
9pm
gpm
9pm
gpm
cfs
cfs
24 Inch Pipe at 0,12°I0 and n=0,013 => 7.83 (cfs
Downstream pipe capacity is sufficent.
CITY OF BELMONT
Regional Pump St'at`iort 7 2/3114

FLOW CALCULATIONS
24" GRAVITY SEWER - FUTURE PEAK FLOW
Flaws from the proposed Morgan's Branch Regional Pump Station will flow through the existing 24 Inch trunk
sewer leading to the City's Wastewater Treatment Plant. The gravity sewer starts at Point 1 whch
approximately 1/4 mile west of the WWTP influent structure. At this same point of connection, the West
Outfall, the Southwest Outfall, and the South Outfall Force Main combine and flow into the 24'° gravity sewer,
The downstream flow capacity determination will therefore involve the flow allocations of all three outfalls,
and the capacity of the 24 inch trunk sewer to handle peak flows.
WEST OUTFALL
The flow from the West Outfatl service area has been determined and is based on the Preliminary
Engineering Report analysis completed for that SRF funded project in 2012. This includes the flows from the
Clay Pump Station.
Existing Average Daily Flow 0.47 MGD
Existing Peak Flow 1..19 MGD 1 1.�84 cfs
SOUTHWEST OUTFALL
The majority of the flow entering this system is contributed by three pump stations, the Point Crossing PS,
the Rankin PS, and the Pinsto PS. In addition, 210 single family lots can contribute to the outfall through
gravity connections. For the purpose of this analysis, each lot is considered to contribute an average 400
gpd.
Point Crossing Pump Station Single Pump Capacity
Rankin Pump Station Single Pump Capacity
Pinsto Pump Station Single Pump Capacity
Total Flow Expected with 3 Pump Stations Running (gpm)
Peak Gravity Flow from 210 SF lots
Total Peak Pumped and Gravity Flow
Flow Expected with 3 Pump Stations Running and Gravity Flow
SOUTH OUTFALL
Future flow from 16" Force Main (See page 5) 3 88 (cfs
COMBINED FLOW
This flow is only achieved if all 7 upstream pump stations are operating ( 8.57 cfs
simultaneously and for long enough time for the flow to reach the 24" pipe at
the same time.
DOWNSTREAM CAPACITY
Gravity Condition
Surcharged Condition
24 Inch Pipe at 0.12% and n=0.013 =>
24 Inch Pipe at 0.145% and n-0.013 =>
Length of 24 Inch Pipe =>
Slope Difference (Hydraulic Grade vs. Gravity) =>
Maximum Surcharge above crown of pipe =>
At this flow rate, there is no threat of manhole overflows.
800 gpm
180 gpm
153 gpm
1,133 gpm
i46 gpm
1,279 gpm
B5 cfs
7,83
8,61
cfs
cfs
1,375 feet
0.025%
0.34 feet
4,13 inches
Downstream pipe capacity is sufficient, but supplemental sewer pipe is
recommended.
Morgan's Branch
Regional Pump Station
CITY OF BELMONT
8 213114

Application for Approval of Engineering Plans and Specifications for Water Supply Systems
I : Division of Water Resources,
Department of Environment and Natural Resources
The Applicant applies under and in full accord with the provision of NCGS 130.A.-317, and such other statutes and rules as
relate to public water systems. The .Authorized Official or Representative of the Applicant represents that he is authorized
to act or the Applicant. The Authorized Official or Representative of the Applicant understands and agrees to the
following:
1. The Applicant shall not award contracts or begin construction without first receiving "Authorization to Con -net"
from DENR.
2. The Applicant shall make no change or deviation from the engineering plans and specifications approved by DENR
except as allowed, by 15A NCAC 18C .0306 or with the written consent and approval of DENR.
3. The Applicant shall obtain Final Approval from DENR prior to placing the project (or any portion thereof) into
service.
4. Digital (PDF) submittals are true image copy ofthe original sealed/signed documents.
An authorized representative of the Public Water Systemot always the same as the Applicant) is to complete and
sign the .following WSMP section.
Status of Water System Management Plan (WSMP)
Check one of the following, and if applicable, provide the required infom ation:
111 The WSMP for the project, as defined in the attached engineering plans and specifications, has not been submitted.
Three copies of the WSMP for the project, as defined in the attached engineering plans and specifications, are
submitted with this application.
Eg The WSMP that includes this project, as defined in the attached engineering plans and specifications, was previo
submitted.
Provide the following:
Public Water Systern• Name: Cit y of Belmont
Owner Name: Cit y of 0cmo
Water System No: NC 013601.5
Serial Number ofapproved WSMP: 12-0 0 901
By my. signature below, -I certify that the previously submitted WSMP contains the information required by 15A
NCAC 18C .0307(c) for the project defined in the attached engineering plans and specifications.
Bar r y Webb
(Type or print name of authorized representative of Public Water System)
Manager
. orized r- rresentative of P System
(Signature • a 41,
.esentative of Pu.
i.e. Water System)
DENR-2136 (Revised 03/16/2012)
Public Water Supply Section
Page 2 of 4

Application for Approval of Engineering Plans and Specifications for Water Supply Systems
In accordance with NCGS J30A32&,. the Public Water Supply Section charges a fee for plan review. Any
documents submitted for review must be accompanied by a check payable to DENR-Public !rater Supply
Section before the review will begin.
1There is a $25 fee for returned checks,
The charges for review of -plans are
Distribution System fees
111 Construction of water lines, less than 5000 linear feet $150
Construction of water lines, 5000 linear feet or more $200
Othe•r construction or alteration to a distribution system S 75
„o v • below, Check one of the 'following..
Ground Water System fees
Construction of a new ground -water system or adding a new well S200
.Alteration to an existing ground water system $1.00
Surface water system fees
Li Construction of a new surface water intake or treatment
LIJ Alteration to existing surface water intake or treatment facility
Other fees
LJ Water System Management Plan review
[1] Miscellaneous changes or maintenance not covered above
5250
$1.50
5 75
5 50
Notes.
1. Projects for Tank Rehabilitation use separate "Application for Water Tank Reconditioning Plan Approval."
2. The lee is not refundable ifthe plans are not approved
3. Revisions to plans to address the Public Water Supply Section's or other state agency's comments do not
incur an additional fee.
4. lf one set of plans has multiple related items (such as a new well with construction of water lines) only one
fee must be .submitted for highest price item. The amounts are not cu•mulative, except. for fees for Water
System Management Plans.
5. lf the appropriate plan review fee is not received within ten days after the receipt of plans and
specifications for approval, then all plan documents will be recycled. A new set of documents must
then be submitted with the appropriate fee for approval.
This approval does not address all applicable laws, rules, standards and criteria, and other approvals and licenses
that may be required by the local, state or federal goverment.
l'he Public Water Supply Section gives this approval with the understanding that upon installation of such works, its
operation shall be placed under the care of a competent person, and the operation shall be carried out according to
best accepted practice and in accordance with DENR.'s recommendations.
The Public Water Supply Section has stamped and sealed the official copies of plans and specifications
accompanying this application with the serial number ofthis application . Any
erasures, additions or alterations ofthe proposed improvements except those permitted in 15A NCAC 8C .0306
make this approval null and void.
This approval does not constitute a warranty of the design, construction or future operation of the water sys•tem.
Signed:
Public Water Supply Section
DENR
DENR-2136 (Revised 03/16/2012) Page 3 of 4
Public VVater Supply Section

Application for Approval of EngineerMg Flans and Specifications for Water Supply Systems
Other. Information and Checklist ge
Attached is a check for the proper plan review fee amount. in accordance with NCGS 130A-328. Sc
note 4 on page 3
This -submittal includes one paper original with to digital (PDF) CDs of the following items. each item in separate
folders:
.121Fh i s completed "Applic-ation for ,,Ippraval al Engineering Plans and Specifications /or Water Supply
Sys, ems -
The sealed plan drawings, separate file in PDF format k)r each drawing,. Cover sheet must
include drawings index:
The project -specific Engineering Report (ER) describing the scope and purpose of the project and
addressing each of the items listed in 15A NCAC I8C .0307(b), including the design basis of the project
[15A NCAC 18( .0307(h) (12)1:
Specifications for this project: OR
Ei The project will use the following system's previously approved standard specifications for waterline
extensions
Name, of System:
Serial Number:
The Serial Numbers for previously approved standard specifications eon be found at the following website.
http://www.ncwater.orgipws/PlanReviewistdspers.html
One of the following;
El Attached is a letter signed by an authorized representative of the Public Water System agreeing to serve
the project and stating that the system has adequate supply:
OR
The Applicant is the Public Water System.
It the project has sought funding (for example. L)WSRF loan) list the program and (if available) the application
or funding number below:
Program Name
Application or Funding Number, if
available
DENR-2136 (Revised 03/16/2012)
Pub c 4Nater Supply Section
Page 4 of 4

Engineer's Report
for
Water Main Extensions
Date: 02-17-2014
Project Name:_ Morgans 13ranch Subdivision
Water System Name: City of Belmont
Water System. ID: NC 0136015
County of Project: Gaston
Prepared by:
Nicholas R. Parker,
Amicus Engineering, PC
Coddle Market Drive, Suite 110
acord, North Carolina 28027
i�his form includes the minimum information needed for the N.C. Public Water Supply Section to review ware
main extension projects. Complex or unique design conditions must he addressed in a supplemental document
as deemed appropriate by the design engineer.
Signature and seal of professionai engineer that prepared this report
I attest that this engineer's report has been prepared by me, or under my responsible charge, and is accurate,
complete and consistent with the information supplied in the engineering calculations. 1 further attest that the
proposed design has been prepared in accordance with 15A NCAC 1 8C..Although page 4 of this report
incorporates data provided by others, inclusion of these materials under my seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
Public Water Supply sectio

Water Main Extension Engineer's Report Mandatory Information
To present data required by 1.5A NCAC 18C .0307(b)
Specific citations from 15A. NCAC 18C are provided when data is required to confirm compliance with another
regulation.
Applicant Information
supplicanta e (must be a peron Cii of Belmont
Applicant mailing address: PO Box 431
Belmont, North Carolina 28012
Applicant phone numbers: Business 704-825-5586
Applicant e-mail address: bwebb(a),cityotbelmon.t.org
Description of Proposed Project
Name of proposed project: Morgan's Branch Subdivision
Provide a sumtuary of the diameter. length and niaierial of all piping proposed in the project.
, „
)iametcr Apiping Length ot piping
-inch 65 linear test
-inch 520 linear feet
-inch
-inch
-inch
41 inear feet
7,91 3 linear feet
linear feet
Materia
Location of project: (use address if available; if address is not available use existing roads and intersections: and identify municipality):
Intersection of State Route 2525 (SouthPoint Road) and State Route NC 273
(Armstrong Road) in Belmont, North Carolina
Is the project phased? Kyes o No
If ) esi delineate all phases in plan sheets. Partial final approvals ,may he granted to completed phases specified in this submittal,
See attached Construction Drawings
lives, provide calculations to demonstrate .that the ,project can provide adequate domestic, and lire iloAvs at the minimum required residual pressures
(30 and 2t) pounds per square inch gauge .respectively) through each phase of construction.
Public Water Supply Section

11e.cl liars ifproject i a mate
q `ater vnal replacement con
h d ant d no added fire de
main replace
of like size, ro add
and),
additional demands.
rice connections, and no additions
ho cl .cked, pr page 4
Pubik Water Sopply Section

Provide anticipated project flows for any project that will increase demands
-s the proposed project include any in -ground irrigation'?
If yes, attach appropriate analysis to address how the system is designed to accommodate the impact of
irrigation use on realer] water supply, storage needs and system pressure.
Peak hourly demand (non -fire How) of proposed project.
Maximum day demand of proposed project
.ndicate the calculated pressure at maximum non -fire -flow. The pressure must, he at least 30 pounds per
square inch gauge. You must attach calculations or summary of model results,.
I the proposed project provide lire flow'?
yes, minimum flow rates are 500 gpm with the system capable ofinaimainmgthts flow for one hour or
250 gpd with the system capable of maintaining this flow for two hours. All fire suppression systems or
appurtenances that exert a deman.don proposed project must he included in calculations, Pressure must
be at. least 20 psig during tire flow conditions at maximum day demand,
0 Yes $(:No
46 „gpm
66120 gpd
54 psig
'es oNo
Static pressure 80 psig
Residual pressure
54 psig
Flow rate during fire flow test
Minimum pressure during fire flow at maximum day demand You must attach calculations or
summary of model results.
1,444 gpm
psig
NOTE, Supporting .documentation must be attached for all calculated values. Maps displaying the locations of the field pressure and flow tests in
relation to the location of the proposed projectmust also be attached,
gpm: gallons per minute
gpd: gallons per day
psig; pounds per square inch gauge
4
Public Water Supply Section

Water System -Supplied Information
Information on this page must he updated on an annual basis
Data provided by: Chuck :Flowers Date provided: 01-29-2014
Position: Belmont Water and Sewer Superintendent
Number of current connections in water system
5,023 connections
Appro ed number or connections in water system connections
o N/A — local government system
Current average and maximum day demand. or existin.g system Average day demand is the one day
average demand for the latest calendar year.
Currentmaximum daily tre-atcd water supply of existing system
Maximum daily treated water supply is the maximum quantity of treated water that can be produced
andfor purchased by the system.,
1,,632,000 average gpd
2,733,000 maximum gpd
10,000,000 maximum gpd
Total elevated storage capacity of existing system
Total ground storage capacity or existing system
Total .hydropneumatic storage capacity of existing system
Contractual storage with other system(s) Attach a copy of the agreement with the providing system
Systems > 300 connections or systems < 300 connections without hydropneumatic storage:
• Total storage volume is at least half the average annual daily demand (Rule .0805(c))
• Has elevated storage or meets high yield aquifer criteria. (Rule,0405(d))
• For municipalities, at least 75,000 gallons elevated. storage and at least half th.e average day
demand combined elevated and ground finished water storage (Rule .0805(b))
Systems with hydropneumatic storage tanks up to 300 connections:
• Volume of hydropneumatic storage tank is sufficient to meet peak demands based on Rule .0802 and.
calculations in Appendix B, Figure 6
• For residential community systems, volume of hydropneumatic storage tank is at least 40 times the
number of -connections or 500 gallons, whichever is greater (Rule .0803)
• For mobile home park system.s, volume of hydropneumatic storage tank is at least 25 times the number
of coinneetions or 500 gallons, whichever is greater (Rule .0803)
• For campground systems, volume of hydropneumatic storage tank is at least 10 times the number of
connections or 500 gallons, whichever is greater (Rule ,0803)
1,000,000 gallons
1,500,000 gallons
gallons
allons
Public Water Supply Section

February 2l. 2014
State of North Carolina.
Department of Environment and Natural Resources
Mooresville Regional Office
Division of Water Resources
610 East Center Avenue; Suite 301
Mooresville, North Carolina 28115
Amicus n �neerin
g g
Sustainable Systems Design & Development
Reference: Application for Pu.inp Stations, Force Mains, and GravitySewers
Morgans Branch Subdivision
Belmont, Gaston County, North Carolina
Amicus Project Number: 17-12-046
Mr. Michael Parker:
On behalf of Bowman Development. Group, Amicus Engineering, PC (Amicus) is pleased to
su.bmit this application for gravity and force main sewer for a proposed 153 lot subdivision
in Belmont, Gaston County, North Carolina. Per the instructions; the following documents
are being submitted..for review:
19 rllrra guir ,r' Branch RegkPump
'. Completed application 11�r..,rrr yJlrr Irtr � Ict lc rr, srr e x rrr°a , rr rr r�r`r�°
of ar.. One 1 and one a:°ar ` of the completed anra a� xeeuted a :�lrll r larrr
larr°rrt here e afr 'rrelrrcl
Til'a copies a:�l tl e� a.°ar rt7rlc°Icmc1 arr[ra5_lry
A � .180.00 check
7')•vo detailed sets a°tatt trueIlrrr
�lr�iaa 7racicing Acceptancc Form
irc°arn Sower r Fly:Waal
(racy c�rr� aa7tlt fsrr�,rarrt rtrrl �cal�

Amicus hopes the following documents adequately convey the clients request for Pump
Station, Force Main, and Gravity Sewer. Should you have any questions or comments, or
require additional information, feel free to contact us at [phone],
Sincerely.
Nicholas R. Parker, PE
President
Amicus Engineering, PC
CC: Mr. Jen) Hatton — City of Belmont
Mr, Nate Bowman — Developer

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWERS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: (to be completed by DWQ)
I GENERAL INFORMATION:
1. Applicants name (name of the municipality, corporation, individual, etc.): City of Belmont
Owner's or signing official's name and title (15A NCAC 2T :0106):
City Manager �.
Name, email address, and complete address of applicant: City, of F
City: Belmont
State:
BawWebb
1.5 North Ma irt Street.
Zip: 28012
Telephone member: ( 704 ) 825-5586 Facsimile number: ( 704___„) 825-0514
4. Project name (name of the subdivision, facility or establishment, etc.):_
Mor ,an's Branch Subdivision
5. County where project is located: Gaston
6. Fee submitted: $
480 (Sec Instruction C.)
7, Name and complete address of engineering -m: Arliicus. Engine, PC
331 Coddle Market Drive, Suite 110
City:. mm Concord State:
NC Zip: 28027
Telephone number: ( 704 ) _ 573-I621, Facsimile number: (_704 ) 24877951
Name, email address, and affiliation of contact person who can answer questions about application:
Nicholas R. Parker, PE, Engineer of Record,, nrparker r amicuseng.com
PERMIT INFORMATION:
1. Project is:x new, modification
?. if this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date
Applicant is: x. public (Sec Instruction G; skip to item 11A.); private
If private, units (lots, townhomes, etc.) are:
leased (Skip to item 11.4.); sold
If sold, facilities owned by a: public utility (See Instruction H.);
homeawners' association/developer (See Instruction I�)
4. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: 10/22/201.2
5. if project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: Approved February 28, 2013
FORM: PSFM SA 02/12 Page 3 of 6

6. Prov.id.e buffers used to .maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
Neuse .River basin bufTer° rules): N/A
INFORMATION ON WASTEWATER:
Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): Residential Subdivision
Volume of wastewater generated by this project: b6,120 gallons per day
Explanation ofhow wastewater flow was deterrnined (1 SA NCAC 2.7' .0114):
1.53 lots, 92-4bedrooms@480 d 4• 61-3bedrootns(ipe360gpd = 66,120
4, Nature of wastewater:
100 % Domestic/Commercial; %© Industrial;
% Other waste - specify:m_,
if wastewater is industrial in nature:
a. l evel of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility:
b. if a pretreatment permit is required, has one been issued? Yes; No, if yes, please
attach a copy of the pretreatment permit. if no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description:
153 lot residential subdivision with Regional Pump Station
Owner and name of wastewater treatment TF) receiving wastewater (See Instruction J.):
City of Belmont
3. WWTF permit number:
NC0021181
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See Instruction
J.):
5. Penrrit numbers) for sewers irnrrrediately downstream:
6. Pipe diameter of sewers immediately downstream:
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page of the calculations.
Summary of GRAVITY SEWER to be permitted:
Diameter (Inches) Length (Linear Feet)
8 g 3,787
10 I 1,034
12 ) 2,123
15 108
FORM: PSFMGSA 02/12 Page 4 of 6

Does the subject gravity seer colleetion sys,em Damply
Pennitting of Gravity Se ers and f 5A NCAC 21 . 30
criteria and explain:
Design Criteria for the
No. lino please identify
FORM. PSFX4 SA 021 2 Page 5 of

V. PUMP STATION INFORMA ON (Complete Page 5 of 6 for each pump station included in this projec
1. Pump station number or name: Moron's Branch Regional Pump Station
2. Pump station location (Longitude and Latitude):
3: In accordance with 15A NCAC 21 .0305(I1)(1), describe the measures that are being implemented to pre'vent
impacts on downslope surface waters should a power failure occur at this pump station (See Instruction L.):
Onsite generator
4. Design flow of the pump station: 1.728 million gallons per day
5. Operational point(s) of the pump(s): 1200 gallons per minute at 392 feet total dynamic. head
(TD}.-1)
6, Number ofpumps provided (15A. NCAC 2T .0219(1)(1)(A,: 4 (series pumping)
7. Number of pumping cycles at average daily flow (Minimum Design Criteria for the .Permitting of Pump
Stations and Force Mains :2
cycles per hour
8. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not met, describe odor
and corrosion control measures taken:
9, Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Alternate Power Source;
Portable Generator (telemetr) and receptacle required)
On -Site Generator (automatic transfer switch required)
V Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover and Dead Front Control Panel
Area Light
1 10-Volt Electrical Convenience Outlet
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialerrfelemetry
Non-Con-osive Guide Rails Lift Chains
All -Weather .Access Road
Sheet Number of the Page Number in the
Plans
C-
C-8.18
C-8.I8
C-8i8
C-8.19
C-8,18
C-8.19
ME-0 I
C-8.18
C-8, 18
C-8.19
Specifications
10 List any equipment (note sheet number of the plans or page number in the .specifications) not specifically
mentioned above (hoist, odor control equipment, etc.):
1 I. a. 100-year flood elevation: feet mean sea level
b, Finish grade elevation of the pump station: 606.25 feet
c. Measures taken to protect the pump station against flooding (15A NCAC 2H 0305(e)1:
FORM PSFN1GSA 02/12 Page 6 of 6

12, SLIM a v of FORCE MAIN to be permitted, by diameter and length:
Diameter Length High „Elevation Discharge Elevation
(inches) (linear feet) (feet) (feet)
Pump -Off Elevation I
(feet)
722.00 590.
13. Station location of air -release valves (15A NCAC 2T .0305(h)(5)):
Station 50 and 25+00
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
1, „ anesithaithis application for —
has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans,. calculations, and all other
supporting documentation to the best of my knowledge. 1 further attest that to the hest of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Minimum Design Criteria for
Permitting Pump Stations and Force Mains, and Minimum Design Criteria for the Permitting ofGravity Sewers,
Although certain portions of this submittal package may have been developed by other professionals, inclusion of
these .materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be
consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6.A and 143-215,6B,
any person who knowingy 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 510.000 as well as civil penalties up to
525„000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification;
R•cx-Yr
L vSLAA-,
attest that this application for
has been reviewed by me and is
accurate and complete to the best of my knowledge,. understand that ifall required parts of this application are not
completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete, 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
S25,000 per violation.
Signature:
Date:
FORM: PSFMGSA 02/12
Page 7 of 6

Nanulapa1Iy, Sujatha R
From:
Sent:
To:
Subject:
Nicholas Parker <[e-mail]>
Thursday, March 13, 2014 3:16 PM
Nagulapally, Sujatha R
RE: WQ0037000_Morgan's Branch Subdivision
There is a chart on Sheet C-8.0 but here is a quick summary:
Gravity Sewer
8" = 3,787 feet
10" = 1,034 feet
12" = 2,123 feet
15" = 108 feet
16" = 42 feet
Force Main
= 82 feet
10" = 2,513 feet
From: Nagulapally, Sujatha R <suiatha.nagulapally tx ncdenrr.gov>
Sent: Thursday, March 13, 2014 2:59 PM
To: Nicholas Parker
Subject: RE: WQ0037000_M©rgan°s Branch Subdivision
Sizes and lengths were mentioned in the application but haven't been distinguished which ones are what? I need to
know in order to put it in the permit,
From: Nicholas Parker rnaii,orplc�r rr:icusen
Sent: Thursday, March 13, 2014 2:52 P
To: Nagulapally, Sujatha R
Subject: RE: WQ0037000_Morgan's Branch Subdivision
We have both within the project. Gravity feeding the pump station and force main leaving the pump station
From: Nagulapally, Sujatha R csu'atha.i a
Sent: Thursday, March 13, 2014 2:48 PM
To: Nicholas Parker
Subject: RE: WQ0037000Morgan's Branch Subdivision
ncdenroeov>
Thanks. Can you please clarify if the sewer lines are gravity or pressure sewers?
From: Nicholas Parker
Sent: Thursday, March

Permit Number Wt 0037000
Program Category
Non -discharge
Perrnit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SWRuIe
Permitted Flow
66,120
Facility
Central Files. APS SWP
3/13/2014
Permit Tracking Slip
Status
Active
Project Type
New Project
VersionPermit Classification
1.00 individual
Permit Contact Affiliation
Faodtlly Narrse
Morgans Branch Subdivision
Location Address
Owner
aj,or/M'lrt©r Region
Minor Mooresville
County
Gaston
Facility Contact Affiliation
Owner Name
City of Belmont
Dates/Event
Owner Type
Non -Government
Owner Affiliation
Barry L. Webb
city manager
P© Box 431
Belmont NC 28012043
Orig Issue
3/13/2014
Regulated ACti
Subdivision
Scheduled
App Received Draft initiated Issuance
3/10/2014
Wastewater Collection
0utfa1l
Public Notice Issue
:tive Expiration
3/2014 3/13/2014
/Received Events
ticn requested 3/12/14
Add.lioonai informved
3/'13/14
Waterba dy Name
Strearnindex Number Current Class Subbasin

FAST TRACK ENGINEERING CERTIFICATION
RECEIVED
'A0worFMAtiligi Fiegiort41 Oftim
ENGINEER'S CERTIFICATION
Partial D Final
as a duly registered Professional Engineer in the State of North Carolina,
periodically, DI weekly, LJ full time) the construction of the subject project
for the Permittee hereby state that, o e 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 dat •
Permittee: City of Belmont
Project: Morgan's Branch Subdivision
Complete and submit this form to the permit issuing regional
ofticaNyitftfthiafolli*
1,ft
2015
Permit No. WQ003700 0
Issue Date: ,'3/13/20,14
• 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 DV[)
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 required for any changes _resuttinp in non-corripljance 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 proof of receipt by the Division,
PERMITTEE'S CERTIFICATION
jc • L , the undersigned agent for the Permittee, hereby state that this project has
n cons ructed 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,
ag-Lto C. 2-1
Printed Name, Title S gnat Date
having been authorized to observe
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SEAL
0 2006
*,
N
• • :jot-,
, The Permittee 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,
DWR 1_,Pse Only:
How from this pt-otect s tributary to:
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE. REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115

FA
CK ENGINEERING CERTIFICATION
Pemmittee: City of Belmont
Project Mtorgan's Branch Subdivision
Complete and submit Ibis form to the permit Issuing regi
• One copy of the project record drawings (plan & pro(
collection system extension„ Final record drawings
disk) in pdf forrmat. Record drawings should indicate
Perrnit No. Wt tli37000
Issue Date: 3/13/2014
s of sewer lines) of the wastewater
or on digital media (CD or DVD
he mariceotf up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage If portable
generator(s) or storage greeter than longest past three year outage reliability option selects 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. Pertlrd4
minimum. *slim critsrie. Modlficne should besubrrritted odor to cerfilicetion,
This project shall not be considered complete nor allowed to operate until the Division has receivoaol dais Engineers
Certification and ail required supporting documentation. Therefore, it Is highly recommended that tlals certlfl�tfaon
be sent in a.rnunner that orovh1eswoof of receipt by the Envision.
PERMn rEE s Ce�f��
R 3-, !") i.l(e.4-. , the wed agent for Permhtee, he
a
o�l pursuant to the � slate that this project has
pio�ble standards & requirements, the Professional Engineer below has
`•-'- design/construction Infomration to the f' rnhtee, and the Permittee is prepared to operate &
alwastewater collection system permitted t
Et Partial 0 Fir
traoc of L( es a duly Bred Profess( anaal Engineer in the Slate oof North Carolina,
In beenra autlaoa ead to observe j periodically, weekly, 0 full time) the construction lof the subject project
P y state that, to best of my abilities, due care and diligence was used in the observation
co natn n such that the construction was observed to be built within substantial compliance of this
pemnit; 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.
rth Carolina. Professional Engineers
t, sljnaatu
oux
Zrii
Permittee Is responsible fral° tracking all partial certmfiwcat • ns up until a ffnat certification is received. Any
wastewater flow Horde tributary to the wastewater rlle icon 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
enfororra+ant actions.
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 2e115
ly:
Isp
ibis

EC E DINCO EN RIDWR
FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Belmont
Project: Morgan's Branch Subdivision
woe, cis
Permit No. WQ003700
mooaLSVILLE REGIONAL 01-1-CE Issue Date: 3/13/2014
Complete and submit tie 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 fines) 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
permita a as part of this
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
r required for any ckanges resulting iri non-compliance with this_perrnla regulations or
rntnitnurn design criteria. ModIficallons should be submitted odor toertlficatioN
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 le highly recommended, that this certification
be sent in a ma riper that provides proof of receipt by the Division.
PERMirrEE`S CERTIFICATION
Ad r , 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
provkied applicable design/construction information to the perrnittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herpir or portions thereof.
,Aettei daola
Printed Name,
Signature
BGtNEERS CERTIFICATION
Ei Partial iFinal
icpseoi PAL -CA— , as a duly re ered Professional Engineer in the State of North Carolina,
ving been authorized to observe ( periodically, weekly, El full time) the construction of the subject project
for the Permittee hereby state that, to ffie 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
SEAL r.
032006
"7.ailo%
a,:oa
L.F.: R.
The Perrnittee is responsible for tracking ail 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.
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
DWR Use Only:
Pow from this project is tributary to: