WQ0037599_Regional Office Historical File Pre 2018

North Carolina Depart rr ent of Environrnent and Natural Resources
Pat McCrory
Governor
February 23, 2015
Mr. Barry Webb, City Manager
City of Belmont
P.O. Box 431
Belmont, NC 28012.
Subject: Permit No. WQ0037599
City of Belmont
The Palisades
Wastewater Collection System Extension Permit
Gaston County
Dear Mr. Webb:
Donald R. van der Vaart
Secretary
In accordance with your application received February 18, 2015, we are forwarding herewith Permit No.
WQ0037599 dated February 23, 2015, to City of Belmont (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded, and shall be subject to the conditions and limitations as
specified therein, This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC ZT .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board,
If any parts, requirements, or Iimitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
Mooresville Regnal Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

City of Belmont
Permit No. WQ0037599
-t
Ifyou need additional information concerning this matter, please contact Barry Love at[704)2]5-2243
or via e-mail at barry.love@ncdenr,gov.
for SiJay Zimmerman, Acting Director
Division ofWater Resources, NCDENR
6vMichael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, N[DENR
cc: Steven S. Wilson, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
Page 2 of 8

I
AIM
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Belmont
Gaston County
for the construction and operation of approximately 1,306 linear feet of 8-inch gravity sewer to serve
204 apartment units with 408 total bedrooms at 120 gpd/bedroom as part of the The Palisades project,
and the discharge of 48,960 gpd of collected domestic wastewater into the City of Belmont existing
sewerage system, pursuant to the application received February 18, 2015, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 18, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
lied conditions and limitations coAta ned therein.
for S. Jay Zimmerman, Acting Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037599
Permit issued: February 23, 2015
Page 3of8

SUPPLEMENT TO PERMIT COVER SHEET
City of Belmont iShereby authorized to:
Cnno\n/rt and then operate upon ner(i�cationthe aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the City wfBelmont Wastewater
Treatment Facility inaccordance with Pert -nit Number NCOQ21181.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15ANCAC2T;the Division's Gravity Sewer Minimum Design CriteriaadoptedFebruary10,1996ao
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 28OOosapplicable, unless specifically mentioned herein. Division
approval is based on acceptance ofthe certification provided by North Carolina -licensed Professional
Engineer in the application, It shall be the Permit1ee's responsibility toensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
|. SPECIAL CONDITIONS
l. No flow in excess of the quantity permitted herein, 48960GPD, shall he made tributary to the
subject sewer system umb| an application for permit modification for an increase in flow has been
submitted tmand approved bythe Division, [15ANCACU2T.83W4(b)]
11. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted tnthe Division accompanied hydocumentation from the parties involved, and
other supporting n`a1Sda|s as may be appmopriate. The approval of this request shall be considered
mnits merits and may ormay not beapproved. [lSAN[4CO2TO1O4;G.S143~21S.1(d3)]
l This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions Vfthis permit; 15A NCAC2l; the Division's Gravity Sewer Minimum
Design Criteria adopted February 18, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting ofPump Stations and Force Mains adopted June 1, 2000asapp(icab|e� and
other supporting materials unless specifically mentioned herein. (15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described it) the
application and other supporting data. [15&N[4CO2T,D11O\
4. The wastewater collection facilities shall be properly maintained and operated at all times, The
Pcnnittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by lSA NCAC ZT �0403- If an individual
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.'
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be -inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSOand/or spill over I,B0Ogallons; or
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mad *wasoagmo or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number (800) 858'0368 or(91g)
733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part | of Form CS'SSO (or the most current Division approved form) within five days
following first knowledge oftheoccurrence, This report must outline the actions taken orproposed
to betaken to ensure that the problem does not recur. Part || of Form [S'5SO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control, [G.S. 143-
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State, [1S4NCACO2T.UlO8(b)}
7. Upon completion mfconstruction and prior tooperation ofthese permitted facilities, the completed
Engineering Certification harrn attached to this permit shall be submitted with the required
supporting documents tVthe address provided onthe form. Acomplete Certification isone where
the form is fully executed and the oup,pmrtin8 documents are provided as app|icab|e. Any
wastewater flow made tributary to the mmrLemmter collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Pernoitteetoappropriate enforcement actions
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Dac|aratio ny/Cmvenancs/Rextrictimny, and 8V|oma that have been
appropriately filed with the applicable [ounm/o Register of Deeds office shall be submitted with
the certification.
Aomnoplete certification is one where the form is fully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans o,on digital media (CD orDVDdisk) and are defined asthe design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b� One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis, If portable power
source mrpump isdedicated to multiple stadons,anevaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
tiwneframcs,shall beprovided.
Page 6 of 8

I
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 18, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S.143-215.1(b)]
Page 7 of 8

PERMDTEE,
PERMIT #:
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEERING CERTIFICATION
City ofBelmont
VVQO037599
The Palisades
February 2]'2O16
^
This project xha||nnthecnnsidermdmemp|etennra|lovvedtanperatcinaocordancewhh[ondit|on7of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt, Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall he considered a violation of the permit and shall subject the Pernnittee to
appropriate enforcement actions, The Permittep is responsible for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification »haUheocomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICEATION
Date
|, _ _, asaduly registered Professional Engineer in the State nfNorth Ca U
having been authorized to observe ( | Periodically, L weekly, , full time) the construction of the
project name and location as referenced above for the above 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; 154 N[ACO2T; the
Division ofWater Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 18,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June l,2OOOasapplicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
[] Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
�
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

USE THE TAB KEY TO MOVE FROM FtELD TO FIELD Application Number:
(to be completed by DWR)
1. Owner/Permittee:
la, City of Belmont
Full Legal Name (company, municipality, HOA, utility, etc)
lb, Mr. Barry Webb, City Manor
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
,11:t lc. The legal entity who will own this system is
0 Individual El Federal El Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other city):
O ld, P.O. Box 431
U. Mailing Address
If, NC
State
O lh , 704-825-5586 1i, 804-825-0514
Telephone Facsimile
Project (Facility) Information:
The Palisades
Brief Project Name (permit will refe
Contact Person:
Steven S. Wilson, P.E. Design Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-841-1604
to this name)
1 e Belmont
City
lg. 28012
Zip Code
11 bwebbti
E-mail
ontorg
2b. Gaston
County Where Project is Located
!,1
3c swilsonclandworkspa corn
Phone Number E-mail
1 Project is El New El Modification (of an existing permit) If Modification, Permit No,:
2. Owner is El Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
El Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction 0)
0 Leasing units (lots, townhomes, etc— skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction E)
0 Selling units (lots, townhomes, etc, - go to Item 8(2b))
r„ 3. City of Belmont
.*". Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. City of Belmont WWTP 4b. NC0021181
z
ai
Name of WVVTF MATTE Permit No.
. i
5. a. City of Belmont _45b. 8 El Gravity 5c. unknown
r---1
L. „... ..____
Owner Of Downstream Sewer 1Receiving Sewer Size IJ Force Main 1 Permit # of Downstream Sewer (Instruction F),
6, The origin of this wastewater is (check all that apply):
LI Residential Subdivision
Apartments/Condominiums
O Mobile Home Park
O School
0 Restaurant
El Office
0 Retail (Stores, shopping centers) 100% Domestic/Commercial
LJ Institution
El Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 48,960
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
0/ Industrial
(Attach Description)
Other
(Attach DescriotioM
gallons per day
O Pump Station, Dutra or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FFA 08-13 APPLICATION Page 4 ()Co

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCA 2T .0114 for:
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 ('f).
408 total bedrooms/lot X 120 gallons per day per bedroom
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
z
Length (feet)
New Gravity or .Additional I
Force Main
1,306 new gravity
11. Summary of Pump Stations wI associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
....... Longitude: Latitude:
Z
0
�.:. Design Flow Operational Point Power Reliability Option.
.;( (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 2 - portable generator w/MTS
Force Main Length
Q
LL
Z Pump Station Location ID. (self chosen - as shown on plans/map for reference)
'Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Paint 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TL1H 2 - portable generator wIMTS
he wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
[ Yes E.1 No If Yes, permit number of 2" d treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria forthePermitting of Pump StationsandForce Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes 0 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
~`IA 08-13 APPLICA'TtON
Page5of6

14, Have the following permits/certifications been submitte
pproval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certific lion? ® Yes El No © N/A
Sedimentation and Erosion Control Plan? Yes © No El N/A.
Trout Buffer Waiver? ❑ Yes [] No El N/A
Stormwater? ® Yes 0 No Q NIA
15. Does this project include any high priority tines (15A NCAC 02T 0402 (2)) involve aerial lines, siphons, or interference
manholes')? These lines will be considered high priority and must be checked once every six months
Check if Yes: a and provide details:
Owner/Permittee's Certification' (Signature of Signing Official and Project Name)
Barry Webb , attest that this application for The Palisades
_ has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: in accordance with North Carolina
General Statutes 143-215, 6A and 143-215,6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor,, which may include a fine not to exceed $10,000
as well as civil penalties up to $25 000 per violation.
Signing Oftidi l �n
ure
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI 1 LAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
N TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
Z
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
U
1, Steven S. Wilson ,attest that this application for The Palisades has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design
Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division
guidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that 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 $1 0, 0©0 as well as civil penalties up to $25, 000 per violation.
2a. Steven S. Wlstin
Professional Engineer Name
2b. Landworks Design Group, P.A.
Engineering Firm
2c, 7621 Little Avenue, Suite 111
Mailing Address
2d, Charlotte
City
704-841-1604
Telephone
2h, 704-84'1-1604
Facsimile
2e, NC 2f, 28226
State Zip
2i, [e-mail]
E-mail
FTA 08-i3 APPLICATION

f ��
� r
� $1
Dlvtsion of Water Resources
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: The Palisades Apartments
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Belmont WWTP
b. WWTP Facility Permit #: NC0021181
All flows are in MGD
c. WWTP facility's permitted flow 5.000
d. Estimated obligated flow not yet tributary to the WWTP 1.078
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.275 (2013 average)
0.04896
2.402
48%
II. 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) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily FIow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Clay Pump
Station 1.12320 0.44928 0.24613 0.06024 0.30637 0.14291
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station Located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

I; °ertitieaticrn Statement:
Barr
the volume o
receiving wast
cause any capacity rela
en route to the receiving treatment plant under norn
of the planned improvements identified in the plan
analysis has been performed in accordance with kcal es
the best available data. This certification applies
plus all attached planning ressessnien addenduaiis
Signature of this form indicates acceptance of this wast
y° ebb, City NIana
wastewater to be pen
eatment faci
d sanitary se
Sa e i i: i n trirxt
certify to the hes
cd in this proj
ty and that t
r-overfloj
of my knowledge ti t the addition
has been evaluated along the route to the
v from this project is not anticipated to
'burden any downstream am pump station
cuinstanccs, giNien the implementation
assessment where applicable. This
ablished policies and procedures using
itctiis listed above irn. Sections I and II
th am the responsible party.,
is
Page 2 of t,
IlTS (i -I

IThapet
•
The Palisades, Belmont, NC
NOTES: Data available from IJ.S, Geological Survey, National Geospatial Program.
OpenThe National
kinso IVd'
Prop Sewer
The proposed sewer i foot within
1)0" any surface water or wettands
Connection Point
Permit # Unknown
2/10/15 9:00 AM

ktiaaw
attitat (adopt
flat
tta
fad Waft tadatadaffaald
Street Level Map
The Palisades
Belmont, NC
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Laresdwarks Design Group, P.A
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Praect Narrative
Date: February 11, 2015
To: NCDENR.
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: The Palisades
Job #: 12012
Re: The Palisades Sanitary Sewer Narrative
The proposed Palisades will be a planned
serving 204 units with 408 bedrooms.
u
Telephone, 704-841-1604
Facsimile: 704-841-1604
i-family residential apartment development
This project will consist of approximately 1,306 LF of 8" gravity sewer and related
appurtenances, which will connect to an existing 8" public gravity sanitary sewer trunk.
The estimated sewage flow from this project is 48,960 GPD based on the following calculations;
408 total bedrooms per lot @ 120 gpd = 48,960 gallons per day.
Landworks Design Group, P.A.
Steven S, Wilson, PE
P::12012 Jobsl12012 - Wilkinson Belmont ApartmentslDacumentslsewer water applications end permitslseweriDWQ - Fast Track
Narrative.docx

Trans
Date:
To:
Address:
Landworks Design Group, PA
7621 Little Ave., Suite 111
Charlotte, NC 28226
al
2/15
Marcia Alloca
NCDENR — Division of
610 E. Center Avenue
ater
Y
Mooresville, NC 28115
Re: The Palisades
Proj.# 12012
V a: Fedex
® For Approval
For Review
El For Review & Comment
Copies
2
1
1
No.
Telephone, 104-841-1604
Facsimile: 104-841-1604
As Requested E Returned far Corrections
[] Approved as Submitted Resubmit Copies for Approval
Approved as Noted Submit Copies far Distribution
Description
Fast -Track Gravity Sewer Application Package
Application Fee Check No. 2466
Sewer Narrative
Remarks: Please note that the proposed sanitary sewer system is not within 100" of any surface Ovate
wetlands so stream classification is not applicable.
From: Steve W lson
Cc:

Central Files: APS _ SWP _
2/23/2015
Permit Number WQ0037599 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry,love
Coastal SWRuIe
Permitted Flow
48,960
Facility
Version Permit Classification
1,00 Individual
Permit Contact Affiliation
Facility Name MajorIMInor Region
The Palisades Minor Mooresville
County
Gaston
Location Address
Facility Contact Affiliation
Owner
Owner Name
City of Belmont
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Barry L. Webb
city manager
PO Box431
Belmont
NC 28012043
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/23/2015 2/18/2015 2/23/2015 2/23/2015
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasln