WQ0031067_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William, 0, Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E. Director
Division of Water Quality
December 8, 2006
Mr. Rick Howell
City Manager
City of Shelby
PO Box 207
Shelby, NC 28151
Subject: Permit No, WQ0031067
Earl Road Sewer Relocation
Wastewater Collection System Extension
Cleveland County, North Carolina
Dear Mr, Howell,
In accordance with your application received on November 13, 2006, we are forwarding
herewith Permit No. WQ0031067 dated December 8, 2006, 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2T .0403 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 2T; 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 §143-215 6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
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 759 linear feet of
Mooresville Regional Office 610 East Center Ave, Suite 301 Mooresville, NC 281i 5 Phone: [phone] Fax: [phone]
Internet http://www,ncmvoterqualitYiorcli Customer Service: 1,-877-623-6748
An Equal Opportunity/Affirmative Acton Employer - 50% Recycied/10% Post Consumer Paper

/IIIIIIII:11 FIR
Page 2
December 8, 2006
8-inch gravity sewer and the discharge of 0 gallons per day of collected domestic wastewater into the
City of Shelby existing sewerage system, pursuant to the application received November 13, 2006, and
in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Shelby
WWTP (Shelby 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 Marcia A occo at (704)
663-1699,
Sincere
,for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024538)
Michael Newman, PM Engineering, Inc.
Surface Water Protection Central Files
Deborah Gore, PERCS

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 2T; 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
0403:
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 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 (Le.
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 2T ;0116, 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 Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 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.
9. 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 NCGO10000, 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 informs on 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 [phone] or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 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 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control:
Permit issued this the 8th day of December, 2006.
NORTH CAROLINA A NVI ON "I I TAL MANAGE ENT COMMISSION
A a
for arriW,Klimek, k, P.., Director
Div s of Water Quality
By Authority of the Environmental Management COIT1 ssion
Perit Number 00031067

pr.
Fast Track Engineering Certification
Permit No, WQ0031067
December 8, 2006
City of Shelby
PO Box 207
Shelby, NC 28151
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 an the record drawings or in written summary form, Permit
modifications are required for n chan e resultin in non-com lianc with this er e ulation
minimum design on
This project shall not be considered complete nor allowed to operate until this Engineers 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
L Partial iij. Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (rj periodically, weekly, full time) the construction of the CHS Rehabilitation — 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 2T; 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 Engineers
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.

Permit Number
Central Files: AP
Q003'107 Permit Tracking Slip
wP
12107106
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
marcia.allocco
Permitted Flow
0
facility
Facility Name
Earl Road Sewer Relocation
Location Address
Owner
Owner Name
City of Shelby
Oates/Events
Orly Issue
App Received
11/13/06
Regulated Activities
Retail
Wastewater collection
Outfalt NULL
Waterbody Name
Draft Initiated
Scheduled
Issuance
Permit Classification
Individual
Permit. Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cleveland
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Jay
PO Box 207
Shelby
Public Notice Issue
Stowe, PE
Additionat'tnfora`nation reluested
Additional information received
NC 281510207
Effective Expiration
Stream Index Number
Current Class Subbasin

Ent
Name
'TRIBEKTRIBEK PROPERTI
Acct No
Date
00C$•204 Sew e 10/16/2006
P.O. Num
Shelby W!G
Sewer Real
once Amount
Payor. TRIBEK PROPERTIES, IN
Payee; CITY OF SHELBY
Re d0, this s0aiemen44or your records
e Check No.
10/1612006
09967
SOU
Ne
400.00
0 00
00
Check Amount
400.00
IA
,'OC D-NCT
TRIBEK PROPERTIES, INC.,
200 PROVIDENCE ROAD, SUITE 106 .`
CHARLOTTE, NORTH CAROLINA 28207
Pay to r/7e order ©f.
CITY OF SHELBY
FIRST CITIZENS BANK,
CHARLOTTE, NORTH CAROLINA 28202
Date Check No
t 0/16/20O6 009967
Four Hundred AND 0O/100,Dollars
,
KOPtit
II'00 99 6 711' ' +:©5 3© 0 ' 51: 0 L 3 t 38 2 1,98u
44
Check Amount
400.00
0

PAGE4
RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 8(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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H ,0219(1)(3).
Flow accounted for in Public Extension Permit #
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
ENTER TOTAL LINE LENGTH IN I 'TILES
Length (feet)
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Flo
plans for. cross-reference) (MGD).
Operational Poin
GPM@TDH
Gravity or Force Main
use the pull down menu)
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portabte_generator witeiemetry; 4wet well storage)
2. 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 .02100 as applicable?
Yes Et 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
Have the following permits/certifications been submitted for approv
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes © No N/A
Sedimentation and Erosion Control Plan? ® Yes © No 0 N/A
Stormwater?
114. Does this project involve aerial tines or siphons? Check if yes
These.lines_wiflbe_considered Meth priority and. must_ be. checked. once„every sax months.
15, Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum scope, Lines installed outside this tolerance should be
corrected prior to :submitting the final engineering certification„
FTA 02/03 - Rev. 3 04/05

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PACE 5
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
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; 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.
Location ID on Map
if chosen - as shown on
o-ap for cross-reference)
Name of Waterbody Stream Waterbody
Waterbody County River Basin Index Classification
ubmit the
Applicant's Certification:
1' COLOR topographic map as required in Ins
wrhether a classification is provided!
f, Rick Nowell, attest that this application for Ead Road Sewer Relocation has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application am not completed and
that if all required supporting documentation and attachments am 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 . knowing, makes any false statement, representation, or certification in any application shall be guilty of
a Class .demeanor Which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violative
Signing 0 a: Signature
Professional Engineer's Certification:
Date
ttest that this application for Michael D. Newman, P.E., 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. I 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 f
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 shag 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. Michael Newman
Professional Engineer Narne
2b, PM Engineering, Inc.
Engineering Firm
2c. 4601 Charlotte Park Drive, Suite 160
Mailing Address
d. Charlotte
City
29. 704-521-9973 2h, 704-521-9974
Telephone Facsimile
e NC 2f. 28217
State
Zip
mnewman@pmcharlotte
E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

y 1,1 S LFJtJ flflA1J
780
0 0.1 0.2 0.3 0.4 0,5 km
(;)
0.09 0.18 0.27 0.36 0.45 mi
35,2778°N, 81.5382°W (NAD83/WGS84)
USGS Shelby (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
.111 1 1 11..