WQ0029203_Regional Office Historical File Pre 2018

WIMP\ Zeatg;iZaatZiW;v t;CeVeraaltaTea*etak;
Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 22, 2005
Mr, Jay Stowe, Utilities Director
City of Shelby
PO Box 207
Shelby, North Carolina 28151
Subject. Permit No. WQ0029203
Evans Sewer Main Ext.
City of Shelby
Wastewater Collection System Extension
Cleveland County, North Carolina
Dear Mr. Stowe:
In accordance with your application received on August 4, 2005, we are forwarding herewith
Permit No. WQ0029203, dated August 22, 2005, to the City of Shelby 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permillee'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.
Carolina
aillrally
Mooresville Regional Office 61 0 East Center Ave., Suite 301 Mooresville, NC 28115 Phone; (7 63-1e99 Fax [phone]
Internet h2o.enrstate.ncos Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Acton Employer -50% Recyclect+10% Post Consumer Paper

Mr, Jay Stowe
Paige 2
August 22, 2005
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 Shelby for the construction and operation of approximately 3,752 linear feet of 8-
inch gravity sewer as part of the Evans Sewer main Ext, project, and the discharge of 2,150 gallons per
day of collected domestic wastewater into the City of Shelby's existing sewerage system, pursuant to
the application received August 4, 2005, 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 City of Shelby
VVVVTP (NPDES No. NC0024538) prior to being discharged into the receiving stream.
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 Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek, RE.
cc: Cleveland County Health Department
Mooresville Regional Office, Surface Water Protection
David Odom, Odom, Holiifield & Associates
Surface Water Protection Central Files
Marie Doklovic, PERCS
WTP Permit No. NC0024538)

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 iimitations:
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
Perrnittee 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 21..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 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. 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 on 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 Perrnittee for the life
of the wastewater collection facilities.
8. 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, erasion 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 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 line 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 information 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 at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following 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 CS-SSO (or the most
current Division approved forrn) can also be completed to show that the SSO was beyond
control.
Permit issued this the 22nd day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P,E Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029203

:11tri7N.
Fast Track Enciineerinq Certtfication
Permit No, WQ0029203
August 22, 2005
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 wastew coflection
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 permit, regulations or
minimum design criteria.
ater
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
El Partial E Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (D periodically, E] weekly, E] full time) the construction of the Evans Sewer Main
Ext,, Cleveland 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.

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2
K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
Application Number:
USE THE TAB KEY TO MOVE FROM HELD TO FIELD
(to be completed by DWQ) 0
PAGE 3
1, Owner:
la. CITY OF SHELBY
Full Legal Name (company, municipa
ity, HOA, utility, etc,)
lb, JAY STOWE, P.E.
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc, The legal entity who will own this system is.
El Individual Ej Federal Municipality 0 State/County 0 Private Partnership El Corporation El Other (specify):
ld. Posi Office Box 2 7 le: Shelby
Mailing Address City
if NC lg, 28151
State Zip Code
1h. 704-484-6840 li. 704-484-6808 1j. jay,[e-mail]
Telephone Facsimile E-mail
2. Project (Facility) information:
2a, EVANS SEWER MAIN EXT. 2b. CLEVELAND
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. SCOTT ROACH, Odom, Hollifield & Associates
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
Phone Number E-mail
1 Project is Z New El 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/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 Z Public (skip to Item 8(3)) El Private (go to Item 2(a))
2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
CITY OF SHELBY
0 Public Utility (Instruction III)
El Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
i
4a, CITY OF SHELBY 4b. NC0024538 :
Name of WWTF WVITF Permit No,
5a, CITY OF SHELBY 5b,
Z Gravity 5c.
Owner of Downstream SewerReceiving Sewer Size ID Force Main ' Permit Number of Downstream Sewer (if known)
6, The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
El Mobile Home Park
0 School
El Restaurant
El Office
0 Car Wash
1:1 Institution
O Hospital
O Church
O Nursing Home
El Other (specify): Women's Salon
100 % Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 2,150 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
El Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No
0 Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rcv, 3 04/05

K APPLICATION for GRAVITY SE 6 ?ERS, 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(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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3)o.
(50 seats x 40 gpd / seat) + (?a salon chairs x 50 gpd / chair) = 2,150 gpd = 0.002 MGD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessa
Size (inches) Length (feet)
S" SDR-21 PVC
Gravity or Force Main
(use the pull down menu)
3,752 Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.71
0
z
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on . Design Flow. Operational Point (1- dua
plans for cross-reference) (MGD) GPM @ TDH portabl
N/A
Power Reliability Option
ne feed; 2- permanent generator MATS y
generator wltelemetry; 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;
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable
® Yes El 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 dcertifrcations been submitted for approval?
Wetland/Stream Crossings - General. Permit or 401 Certification? El Yes El No El N/A
® Yes ©No © NIA
El Yes ❑No ®NIA
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes: El
These lines will be considered high priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? El
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Line installed outside this tolerance should be
corrected prior to submitting the final engineering certification.,
1"A 02/03 - Rev. 04/05

K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
- - -
1. Use the Divisions 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:
0
NI A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
El 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.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for crass -reference) Waterbody County River Basin Index Classification
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:
la
1, JAY STOWE, P,E,, attest that this application for EVANS SEWER MAIN EXT, 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
143-215,68, 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
TO,
Signing Official Si a
2, Professional Engi eer Certificatton,
attest that this application for EVANS SEWER MAIN EXT, 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 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 violation,
2a, David W. Odom, P.E.
Professional Engineer Name
2b. Odom, Hollifield & Associates
Engineering Firm
2c. 152 East Main St,
Mailing Address
201. Shelby
City
2e. NC 2f 28043
State Zip
2g, 828-247-4495 2h. 828-247-4498 davidodom@odomengineering,com
Telephone Facsimile E-mail
Date
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

eb's Topographic Map
Page 1 of 1
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1.5 km
Map center is 35° 16.13N, 81° 39.63'W (WGS84/NAD83)
Boiling Springs North quadrangle
Projection is UTM Zone 17 NAD83 Datum
VF*
http://www. opozone. com/pri nt. asp? z-----178m=3903069. 00009224& e=439926 99999999& s, 7/12/2005

Per it Number W00029203
Program am ategory
Non -discharge
Central Fites: APS__
0,f
Permi T acking Slip
Status
Active
Permit Type Version
Gravity Sewer Extension., Pump Stations„ Pressure Sewer 1.00
Extensions
Primary Reviewer
dee.browder
Permitted Flow
2150
Facility Name
Evans Sewer Main Ext.
Ended Address
Own
Owner Name
City of Shelby
Dora.
Project Tye
New Project
Permit Classificaoon
individual
pears€t Contact Affiliation
Major/R,inr
Minor
Region
Mooresville
County
Cleveland
Far€li y Contact ffils
Crud issue Apo Fca
08/22/05 081 /0
Pequlated Ai
vi
S.«e:afT{R1 fYit� {7' enr2t3'.E
•.Fiettenteeit
utra
erbudy Naraie
es
ed Draft initiated
Owner Type
Government w Municipal
Owner Affiliation
Jay
PO Box 207
Shelby
Stowe, PE
NC
Scheduled
issuance Public Notice Issue Effective
08/22/ t5 08/22/05
Index Number
AddPft ai« al nntrarmnrequested
a dditieraal tntnrsriatian received
Current Cias
215
25 "
xpirati n
Subtsasin

RACE PROPERTIES INC
PH .704-692-826t
228 R©L.UNGBROQK RD
K[NGS MOUNTAJN, NC 28086
5 02 g7':7100
67-219/539

August 3,. 2005
NCDENR — Division of Water Quality
ATTN: Sonja. Basinger
610 E. Center Ave., Ste. 301
Mooresville, NC 28115
PROJECT: Evans Sewer Main Extension
Fast Track Sewer Application
APPLICANT: City of Shelby
WWTF Permit #NC0024538
Dear Ms. Basinger:
UEPT . Of
AND NATU
ESvt� ,
AUG 0 4 200:
WATER Q ECT
Please find enclosed one original and one copy of the fast track sewer application,
a check in the amount of $400.00, and USGS map of the site. The proposed sewer main
extension shall be used to serve an existing restaurant and salon.
if you have any questions or comments please do not hesitate to contact me at
247-4495.
Sincerely,
ott Roach, EIT
dom, Hollif eld & Associates Engineering, Inc.
BSR:bsr
152 East Main St. • Forest City, North Carolina 28043 • [phone] • Fax [phone]