WQ0030548_Regional Office Historical File Pre 2018

/
Miehael F. Easley, Cf!kij
•
William G. Ross jr, Secretary'
North Carol1nar,eparti1 nt of Environment Mu oral Rcsources
Alan W. Kiiimk, P.E.Fiirector
Division of Water Quality
July 21, 2006
Barry Webb, City Manager
City of Belmont
115 North Main Street
Belmont, North Carolina 28012
Subject: Permit No. WQ0030548
Belmont Reserve — Phase I
City of Belmont
Wastewater Collection System Extension
Gaston County, North Carolina
Dear Mr, Webb:
In accordance with your application received on July 17, 2006, we are forwarding herewith
Permit No, WQ0030548, dated July 21, 2006, 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 Permittee'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 §143-2156C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooraville R.egional Office iO Ea.st Centcr Ave,„„ Stine 301 Mooresville, NC 2811:5
1ntemet, wwwmcwaterqualityporg Customer Service', I -877-623-6741S
An Equal Opportunity/Affirmative Action Employer --50?t1, Recycledi/10% Post Consumer Paper
Phone: (70,4) 663-1699 Fax: [phone]
one
NtvliCarolina

Mr. Barry Webb
Page 2
July 21, 2006
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 1,900 linear feet of 8-inch gravity
sewer as part of the Belmont reserve — Phase I project, and the discharge of 23,040 gallons per day of
collected domestic wastewater into the Town of Cramerton existing sewerage system, pursuant to the
application received July 17, 2006, 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.
The sewage and wastewater collected by this system shall be treated in the Town of Cramerton
WWTP (Eagle Road WWTP NPDES No, NC0006033) prior to being discharged into the receiving
stream.
If any parts, requirements, or limitations contained in this permit are unac,ceptable, 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 Chapter150B 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 Marcia Allocco at (704)
663-1699.
cc: Mooresville Regional Office, Surface Water Protec
Franklin Craig, Titan Engineering Group Inc,
Surface Water Protection Central Files
Marie Dokievic, PERCS
Sincerely,
for Alan W. Klimek, P.E.
TP Permit No, NC0006033)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTON 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:
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
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 .2E_ .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed 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 al 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.
fL 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 §143-215.1 C.

4, ThisjermtsiaH not be transferabe. n 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.
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. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided an the form, A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee 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 Permittee 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 Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
1 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at 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 ine resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed inforrriin is permissible, but 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 t telephone number (800) 3 -t 3 8 or
(919) 33-3333. Persons reporting any of the above occurrences shall file a spill report by
completing Parti of orm - (or the most current Division ision approved form), within five days
following it g first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that, the problem does not recur, Part II of Form - (oar the most
current Division an approved fnrrn) can also be completed to show that the Sate was beyond
control:.
Per issued this the . 1st day of July, 2006.
NORTH R LINA ENVIRONMENTAL l'ANAGEM NT COMl llSSION
le - Alan ‘Al. Klimek,
..n k , Director'
ctor
Division of Water Quality
By Authority of the Environmental
Per if Nurb0030548
dr
Comm
on

Fast Track EngineeringEngineerinq Certification
City of Belmont
Permit No. WQ003054
July 21, 2006
Complete and submit this form to the permit issuing regional office with the followir3g
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. Perrn
modifications are required for any changes resulting in non-compliance withths errmt regulations 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 mariner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
-1 Partial
[11 Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (11 periodically, El weekly, Ej full time) the construction of Belmont Reserve — Phase
I, a 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
SURFACE WATER PROTECTION
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.

CK APPLICATION for GRAVITY S
PTJMP STATIONS, AND FORCE MAINS
PAGE 3
0
2
0
LLz
z
0
—1
z
Ix
0
z
oi
1 Owner:
la,
111
/lief Vi'-E 5(1144-(014
Full Legal Nat e (company, municipality, Hai\ utility, etc.)
a kJ
Signing Official ame and Title (Please rwiew ISA NC 2H .0206(b) for authorized signing officials')
lc The legal entity who will own this systern is.
0 Individual EI Federal iuncipaUty 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
le.
Application Plumber:
(to be competed by DWQ)
)
1d.
If6 N • M4-evi 56( ect
Street Address
1 f N W4/1
Telephone
2. Project (Facility) Information:
2a,
Brief Project
3. Contact Pers
3a,
3b,
p
n:
CV-41
othis n
1j,
2
Zip Code
E-mail
CourttyWhoro Proj
e and Affiliation of Someone Wh n Answer Questions About this Application
Phone Number
5 gio(1.•
3c. eci reti4-14,
E-
Is Ldted
1. Project is INew 0 Modification (of an existing permit) If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le, adding another
phase, changing line size/)ength, 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 Rt'ublic (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)
3.
4a,
5a,
0 Retaining Ownership (i.e. store, church, single office, etc.) or
ljj Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes, etc. go to Item 8(2b))
Owner
Na
0
Owner of Downs
0 Public Utility (Instruction III)
El Homeowner Assoc./Developer (Instruction IV)
LhAfe-n9 - -roam a
er Treatment Facility (AdWTF) Treating WastewaterRom This Project
4b. A/6 000 3 3
The origin of this wastewater is
Residential Subdivision
El Apartments/Condominiums
El Mobile Home Park
El School
El Restaurant
ED Office
5b,
9) 41
5c.
VVVVTF Permit No.
Receiving Sewer Size Permit Number of Downstream Sewer (if known)
(check all that apply):
0 Car Wash
0 Institution
El Hospital
0 Church
0 Nursing Home
0 Other (specify):
7, Volumeofwastewaterto be permitted in this project ZS04:0 g n p day
100 % Domestic/Commercial
% Industrial
% Other (specify):
. If the permitted flow Is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Pernik No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) 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(1)(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(l)(3).
4-ha,..e x 3019
ack40 fet0,t3
10 Summary of 'Sewer Lines to be Perritted (attach additional sheets if necessary)
Size (inches)
z
1—
z
Q
U
ENTER TOTAL LINE LENGTH IN MILES 'j5'4
Length (feet)
V idot
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary
Location ID
Et (self chosen - as shown on Design Flow
0 plans for cross-reference) (MGD)
LL
z
Operational Point
Gravity or Force Main
(use the pull down menu)
4W /
Power Reliability Option
(1- duel line feed; 2- permanent generator wiATS; 3-
GPM TDH portable generator witelenmetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m s (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Mai1Yes © 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? El Yes 0 No NIA
Sedimentation and Erosion Control Plan? 1s 0 No © NiA
Stormwater? lkr<s 0 No 0 N/A

''RACK APPLICATION for GEA ITY SEWERS, PL17!M P STATIONS, FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 021'03
(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
regional office (see instructions for addresses) OR indicate the following:
Q A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
(� © 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.
i)
0
Location. ID on Map
(self chosen - as shown on
map for cross-reference)
1 a.
Name of
Waterbody
'fhb!
l
County
Waterbody Stream Waterbody
asin index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
J, S NN/NOFFICIA NAME, attest that this application for PROJECT NAME t3etan►nt- Ret5e~
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 end that if all required supporting documentation and attachments are not
included, this application package is subject to being returned es 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 $1 0, 000
as well as civil penalties up to $25, viol ion.
Signing s'`l `:;gnat
2, Professional Engine is Certification:
2
2b.
2c.
2d,
ll
ate
U6
! attest that this application for t44- vG 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 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 materiel end have judged it to be consistent with the proposed design. Note: in
accordance with NC General Statutes 143-215, 6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Pro
Engineering Firm
lam+ 1 W.
Address
645444
Telephone Facsirnile L-me ¢ Seal, Signature & Date

15:07 704825''304.9
im RAMERTON
PAGE
Subje
of W
Phan
vF : tans frorrt-To r of Cratnerton WWTP„ for 23 aiic sJday
DES ermit No. 0006033, t serve The Belmont Reserve Subdivision.
is its receipt of your request e+r:wustewatz° flow aicetan
average tinily flow to the Town of Ctarnerton WWr
ese arnowns the Town of Cramerton can treat the 2304
information or if we can be of
ins this is.soc
155 North Main Street Cratnerton, NC 28032 704 / 824-433r'

TOPOI map pnnted on 04/24/06 from "North Carollna,tpo" and "Untitled tpg"
6104,000W B1003,000' W WGS84 81'02,000' W
3516.000N
35°15 000'
z
35°13,000' N
8104.000' W
81°03,000' W WGS84 81°02.000' W
MU.
Przated fie= TOPOI 02001 Natizzel Ovographk HoIdangs (www repo cam)
3516,000' N
1 4 000' N

CIVIL * ENVIRONMENTAL GEOTECHNICAL — LAND PLANNING
r�ls e Thee Browder
NCD.ENR
Main Street
Mooresville, NC 28115
RE: Sewer Permit - 8'" sewer exte
Belmont, NC.
Dear B3roww=der:
Si
v
JUL
Reserve Suhdivision Phase It
Enclosed you will. find applications 1' r the 8" sewer extensions to serve The Belmont Reserve
Subdivision Phase 1 in Belmont, North Carolina, Enclosed are the 2 applications, $400,00 fee, and
flow acceptance letter from the Town ofCranrerton, NC.
Please contact our office with any questions regarding this application,
Thank you,
vlr'
Franklin S, (;"r
201 WEST SECOND At
1' (¢ENE: (704) 865 -801.
, C ASTC NIA, rALC, .28052
i5-5794 FAX: [phone]

rrr
trelrrxt Ctcr ry
Non -discharge
1 rrrsit Type
Gravity Sewer
Extensions
xtension Punta atlans,& Pressor Sewer
tr1laryReviewer
rnarc llocca
Pen itted Flow
23040
Fa ility
Facility Names
3elmant Reserve ®Ph se
Lo ion Address
arttediE
Ong Issue
t tited Ac
i fibt 'or}
Ostia!
App tr civr rt
0721'7/06
Drat'
ctr 1 11
1n
Centr+l Files AP C P
07,120/06
Pert t Tracking lip
trlktl Project Type
In review New Project
Version Permit Gins,
Individual
Permit Contact t9
I1 r1t x Nu er
Region
Moore
County
Gaston
clhtyt C art r tt Affiliation
Owner Type
GayerCtt11ef1i M
Owner Affiliation
Barry
PO Box 431
Belmont
8a la
pal
ebb
ton
NC 28012
tft.ctiv Expiration o