WQ0023379_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PE, Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 10, 2003
Mr. Barry Webb, City Manager
City of Belmont
P.O. Box 431
Belmont, North Carolina 28012
Subject Permit No. WQ0023379
City of Belmont
South Point Ridge Subdivision
Wastewater Collection System Extension
Gaston County, North Carolina
Dear Mr. Webb -
In accordance with your application received on December 2, 2003, we are forwarding herewith
Permit No. WQ0023379, dated December 10, 2003, to the City of Belmont for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee,
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Perrnittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215,6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office
919 N, Main Street, Mooresville, NC 28115
AMA
FinEfilK
Internet http://h2o,emstate.nc.usi
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Mr. Barry Webb
Page 2
December 10, 2003
in accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Belmont for the construction and operation of approximately 10,273 linear feet of
8-inch gravity sewer; a 191-gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, and a on -site generator with automatic transfer switch; as well as
approximately 3,621 linear feet of 6-inch force main to serve 209 residences as part of the South Point
Ridge Subdivision project, and the discharge of 87,780 gallons per day of collected domestic
wastewater into the City of Belmont's VVWTP (NPDES No. NC0021181) existing sewerage system,
pursuant to the application received December 2, 2003 and in conformity with 15A NCAC 2H .0200; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Gaston County Health Department
Mooresville Regional Office, Water Quality Section (AINATTF Permit No, NC0021181)
Fred Gore, Civiltek Associates, PA
Water Quality Central Files
NDPU Files
at 7

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H ,0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2, This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained,
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Perrnittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Perrnittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Perniittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

11. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but In no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving wate
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter 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.
Permit issued this the 10t day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMI aION
for Alan W. Klimek, R.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ3023379

Fast Track Enqineering Certification
Permit No WQ0023379
December 10, 2003
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this errnit e ulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
LI Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, 0 weekly, 0 full time) the construction of the South Point Ridge
Subdivision, Gaston County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable: the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
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.

C1 APPLICATION for +GRAVIT'Y SEWERS, PUMP S
ATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIE
Owner: i<' rTY c F yam- rNf
Full Legal Name (company, municipality, HOA, utility, e
- rN
Signing Official Name and Title (Please review
The legal entity who will own this system is
❑ Individual El Federal ['Municipality ❑ Sta
Street Address
State
1 h.,e+ w,
Telephone
2. Project (Fac
ty
15 +3- 1..104)
A N▪ CAC 2H 020B(b) for authorized signing officials!)
Application Number:
(to be completed by DWQ)
ounty ❑ Private Partnership El Corporation ❑ Other (specify),
4} t2S -
Facsimile
nforation.-
Brief Project Name (permit will refer to this name
ontaet Person.
Name and Affiliation of Someone
Phone Number
y
Zip Code
E-mail
County Where Project is Located
ho Can. Answer Questions About this Applic
Project is New [] Modification (of an existing permit)
n
c. rfA y .'..G r7 I Yid
E-mail
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for tfte modificatiran (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit
2. Owner is [i5ublic (skip to item B(3 ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b, if sold, facilities owned by a (must clac�ose one
❑ Retaining Ownership (Le, store, church, single office, etc.) ore
❑ Leasing units (lots, townhomes, etc, - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. go to Item B(2b))
Owner of Wastewater Treatment Facility
4a. y7- 7-Mc-tT—'" -er-P T4fico-r Flit rt
Name of VWVTF
5a.C,T1 115b,
Owner of Downstream Sewer C Receiving Sewer Size
The wastwaers that apply):
origin of this wastewater is (checkall
[ Residential Subdivision
❑ Apartments/Condominiums
Ei Mobile Home Park
© School
Restaurant
❑ Office
❑ Car Wash
El Institution
[] Hospital
❑ Church
❑ Nursing Horne
• Other (specify):
❑ Public Utility (Instruction III)
El Homeowner Assoc./Developer (Instruction IV)
F) Treating Wastewater From This Project
epoiAl
VWUTF Permit No,
5c..
Permit Number of Downstream
Volume of wmiastewater to be permitted in this project:814"18a gallons per day
If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
Domestic/Comr
% Industrial
% Other {specify):
er
'TA 02/03 - i.ev. 1 06/'03

7AT)t)N for GRAi ITI SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
10. Summary of Sewer L►nes to be Permitted (attach additional sheets if necessary)
Size (inches)
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
ary of Pump Stations to be Permitted (attach additional sheets as necessary,
Location ID►
(self chosen - as shown on Design Flow; Operational Point
plans for cross-reference) (MGD) GPM c2 TDH
0, 215 M 1' I I.4 ?Mt, Tyr
Gravity or Force Main
(use the pull down menu
Power Reliability Option
(1- dual line feed; 2- permanent generator
portable generator w/telemetry;. 4-wet wel
2.- (relawi ene rbie-
ATS; 3-
rage)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force,
M ins (latest version)„ the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
itmi Yes [i No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested;
UBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATIONf
Have the tollowing permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? d'Yes No 0 N/A
Sedimentation and Erosion Control Plan?
Stormwater?
MrYes No JN/A
Yes [JNo INN/A
FTA 0 /0'3 - Rev, 1 06/03

-TRACK APPLICAT )N for GRAVITY SEWkRS
PUMP S A IONS., AND FORCE MINS PACE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following: I
0 0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
Li A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
W Location ID on Map .
(self hosen - as shown
Name of Waterbody Stream . Waterbody
con i
County Index
Classification
man for cross-reference) I Waterbody River Basin
het L To lviot.71./ UT 4--t, 6a.711-) ' (.1'3.4,i- a frk Col"..;uvb , 11 --12-1-.7)
ap p__I,,-- ' reyei,L 601-,3Kftia, i2-No--
z
Submit the 8.5" x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
1, Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
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 j
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-owto4.25,09p per violation,
la,
fr
SiyninifaI Signature
2. Professional Engineer's Certification
1 attest that this application for 55t71 H Ilf' 04T fP4aEL 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 know/edge 1 fuilher attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance, Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that have reviewed this material and have judged it to be consistent with the proposed design, Note: In
accordance with NC General Statutes 143-2/5.6A and 143-215.6B, any person who knowingly makes any false statement,[
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25, 000 per violation.
2a. oz-C
Professonat Engineer Name
2b. , PA.
Engineering Firm
2c. /"Z fg
Address
as
Cty State Zip
2g,(1,4)3(-4-19(,(d 241-7474-) 344 B -71 2i. its) c v"/
Telephone Facsimile Ema
2d. 6-14 gfzLniTif,
owitf#14,
\--\ CAR
SEAL r
:01L
12976
Seal, Signature & Date
4.6
Ffi. . 02/03 -Rev. 1 06 03

CATAWBA RIVER BASIN
Name of Stream
Subbasin Stream Index Number Map Number Class
Roses Creek (Tab1er°ock Creek)
Rush Branch
Russell Creek
Sailors Branch
Sally Creek
Sampson Creek
Sams Creek
Sandy Branch
Sandy Branch
Sassafras Creek
Sawmill Branch
Scott Creek
Secrets Creek
Seeley Creek
Shadrick Creek
Shady Branch
Sheehan Creek (Sheehan Creek)
Shehan Branch
Shinny Creek
Shoal Branch
Shoal Creek
Shoal Creek
Shooks Creek
Shop Branch
Silver Creek
Silver Creek
silver Creek
Silver Creek
Simmons Branch
Simpson Branch
Simpson, Creek
Sims. Branch
Sim Branch
Sinyecat Branch
Ssxmile Creek
Slaty Branch
?hick, Palls Branch
Slim Creek
Smith Branch
Smoky Creek
Smoky Creek
Smyre Creek
Snow Creek,
Snyder Creek
South Crowdera Creek
CTB31
CTB31
CTB31
CTB35
CTB31.
CTB35
CTB30
CTB30
CTB31
CTB31
CTB33
CTB32
CTB31
CTB35
CTB30
CTB35
CTS30
CTB30
CTB35
CTB37
CTB31
CTB31.
CTB30
CTB31
CTB31
CTB31
CTB32
CTB32
CTB31
CTB38
CTB31
CTB31
CTB31
CTB30
CTB38
CTB30
CTB30
CTB30
CTB31
CTB31
CTB31
CTB35
CTB32
CTB33
CTB37
South Fork Catawba River. CTB35
South. Fork Catawba River CTB35
South Fork Catawba River CTB35
South Fork Catawba. River CTB35
Sou" t� F©rk Catawba River CTB35
South Fork Catawba River CTB35
South Fork Catawba River CTB35
South Fork Catawba River CTB35
South Fork Catawba River CTB36
11-35-3-6
11-38-32-7
11-35-3-5
11-129-15-2
11-38-29-1
1.1-129-3-2
i1-19-3-3
11-29-22-1
11-38-34-11-4-3
1,1-38-34-11-1
11-1.19-1-2
11-69-7-1-1
11-42-4
11-129-2-7
11-32-3-1
11-129-5-'7-3
11-19-11-2.
11-32-1-11-1
11-129-2-3
11-130-4
11-34-6-3-1-(1)
11.-34-6-3-1-(2)
11-29-22
11-38-14
11-34-(0.5)
11.-34• (6.5)
11-56- (1)
11-56-(2)
11-38-25
11-140-7
11-35-3-6-2
11-38-36-(1)
11-30-36-(2)
11-19-2
D11NW9
C12SE4
D1.1SW6
614NW9
D12NW1
E135E1
E10NW3
D11'SW6
C11SE6
E14SW8
t➢145W3
D12SE7 WS-IV
E12SE2 WS-III ORW
E11NW2 C
El4SW4 C
D1.05W9 WS-II&B Tr HQW
E11NW5 C
EI2SW3 WS-III Tr ORW
G14NW3 C
E11SE3 C HQW
E11NE9 C
©11SW5 C Tr
C12SW8 a
E115E2 C
E12NW3 WS-IV
D13SW6 WS-IV
D135W6 WS-IV CA
D12NW2 a
H165W4 C
D11NE0 WS-III Tr
D12SW1 C
D12SW1 WS-IV
D105W9 WS-1I&B HQW
G16SW'4 C
E09NE6 C HQW
ElONWS C Tr
D10SE7 WS-II&B Tr HQW
E12NE3 WS-IV
D1SSE2 WS-IV
D12SE7 WS-IV CA
E14NW7 C
n13SE9 C
11-119-2-1 F'14NE2 C
11-135-10-1 G13NE6 C
11-129-(0.5) E13NE® WS-V
11-129-(2.5) E135E5 W5-.IV
1.1-129-(3.5) F13NE3 WS-IV CA
11-129-(3.WS-IV
11-1.29-(9.5) F14NW7
11-129-(105) F14NW7
11-129-(14.5) F14SW5
11-129-(15.5) F14SE4
11 129-(15.5) FI4SE4
WS-11I Tr
C HQW
WS-III
WS-IV
C
C
WS-II&B Tr HQW
C Tr
C Tr ORW
C Tr ORW
C
WS-IV
WS-IV
WS-IV CA
WS-V
WS-V
Page 16 t f 19

Program Gated
Non -discharge
Permit Type
Gravity Sewer Extonicln, Pump Stations, & Pressure S
ensions
Primary iwvr
sorgamilliams
Permitted Flovit
87780
Facility
Peit Tracking li
Status
In review
Version
Project Tyne
New Project
Permit Classificatin
individual
Permit Contact Affiliation
12ig f
Facility ae
South Point Ridge Subdivialnri
Location Address
Owner
nor Name
City of Belmont
a
nts
sue App Received
12/02/03
Regulated Activitid
Subtfivi
Wastewater collection
Cuffed NULL
Region
Mooresy
County
Gaston
Facilit a Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Barry
PO Box 41
Belmont
Scheduled
rsitiated Issuance
Webb
NC 28
Pu
Ns
U
ive
i agu sted/Roceived Events
Addit
Additional infz
Expiradon
Waterborbr Name
Index Number
Subbasin

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