WQ0031953_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 17, 2007
Mr. James Justice, Town Manager
413 North Main Street
Mooresville, NC 28115
Subject: Permit No. WQ0031953
Oates Road Commercial
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Justice,
In accordance with your complete application received on June 27, 2007, we are forwarding
herewith Permit No. WQ0031953, dated July 17, 2007, to the Town of Mooresville 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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.
WonhCarolina
Naturally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748 An Equal OpporiunitylAtfirmative Action Employer— 50% Recycledl10% Post Consumer
Paper

Tusce
• Page 2
July 17, 2007
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 Town of Mooresville for the construction and operation of approximately 1,694 linear feet
of 8-inch gravity sewer and the discharge of 13,600 gallons per day of domestic wastewater into the
Town of Mooresville existing sewerage system, pursuant to the application received June 27, 2007 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 Town of
Mooresville Rocky River WWTP (NPDES Permit No. NC0046728) 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,
i>
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Dan Brewer, Chas H. Sells, Inc.
Surface Water Protection Central Files
Tom Asenzo, 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 (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.
1

Pr
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 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.
2

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 I1 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 17th day of July 2007.
ORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Zzaa,
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031953
3

Fast Track Engineering Certification
Permit No. WQ0031953
July 17, 2007
OwnerNVWTP/WQCS PE
James Justice Dan Brewer
Town of Mooresville Chas H. Sells, Inc.
413 North Main Street 128 Overhill Drive
Mooresville, NC 28115. Suite 105
Mooresville, NC 28115
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 permit, 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 manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Oates Road Commercial, an Iredell
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 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.

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE AINS
PAGE 3
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0
a
0
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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. Owner:
1 a. Town of Mooresville
Full Legal Name (company, municipality, HOA, utility, e
. _
110, Mr. James Justice, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing ofticiais!)
lc. The legal entity who will own this system is:
0 individual © Federal Mai Municipality © State/County © Private Partnership © Corporation El Other (spec.°ify):
Application Number:
(to be completed by DWQ)
ld. PO Box 878
Mailing Address.
if. North Carolina
State
1 h. 704-663-3800
Telephone
2 Project (Facility) 1nfot ation
11. 704-3-4616
Facsimile
2a, war st Oates Road Corr
Project Name pew wrtl re er to this name)
'3. Contact Person:
3a. Dan E. Brewer, P.E., Chas. H. Sells, Inc,.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-662-01
Phone Number
1. Project is
e. Mooresville
City
1g. 28115
Zip Code
E-mail
Iredell
County Where Pro
New 0 Modification
of an existing permit)
3c. [e-mail]
E-mail
If Modification, Permit No..
d
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 Public (skiip to Item B(3)) 0 Private (go to item 2(a))
2a, if private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(24))
Town of Mooresville
2b. If sold, fa
y
choose one)
0 Public Utility (instruction ill)
D Homeowner Assoc./Developer (instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Projec
4a. Rocky River WWTP
4b. NC0046728
Name of WWTF WWTF Permit No.
Town of Mooresville 5b. 8-inch Gravity
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply) -
El Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
Office
0 Car Wash
0 Institution
0 Hospital
0 Church
0 Nursing Home
Other (specify): Retail
7. Volume of wastewater to be allocated for this particular project: 13,600
*Do not include previously permitted allocations
ga
100 % Domestic/Commercial
% Industrial
% Other (specify);.
r day
8. If the permitted flow is zero,indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow hasalready been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
FF"'TA 02/03 - v. 3 04/05

pi-T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. 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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .02190)(3).
r(45,000 sf Office/Retail x 130 gal/1000 sf.) + (250 employees x 25 gal/emp/day) + (15 loading bays x 100 gal/loading bay)
ZI
O '
✓ 111. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z t- - ___r_
CD I Location ID Power Reliability Option
(self chosen - as shown on 1, Design Flow 1 Operational Point I (1- dual line feed; 2- permanent generator w1ATS; 3-
i- L_ plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
14 1• i n/a
ce
O '
Li_
Z---
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) - Gravity or Force Main
(use the pull down menu)
---_8 —------- - � -- --- 1,694 --- I Gravity ------
T
ENTER TOTAL LINE LENGTH IN MILES 0.3208
4
B. PERMIT
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 ❑ 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 permitslcertifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: D
These.tines will.be.considered.high priority and.must.be checked onceeverv_six 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 slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP' STATIONS, AND FORCE MAINS PAGE 5
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Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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,
Q 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 cross-reference) Waterbody County River Basin index Classification
Site Lake Norman lredell Catawba 11-75 WS-IV,B,CA
la.
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's CertilFication:
I, Mr, James Justice, attest that this application for Sanitary Sewer System to serve Oates Road Commercial
Development 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 Genera/ 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 tp-$25,000 per violation.
Signing Signing Official Signe
2. Professional Enginertifcation:
,fa)�i
Date
I attest that this application for Sanitary Sewer System to serve Oates Road Commercial Development
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
Pemiitting 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 143-215,68, 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.
2a. Dan E. Brewer, P.E.
Professional. Engineer Name
2b. Chas. H. Sells, Inc.
Engineering Firm
9 9
2c, 128 Overbill Drive, Suite 105
Mailing Address
2d, Mooresville
City
2g. 704-662-01(10 2h. 704-tea_
Telephone Facsimile
2-0101
2e. NC 2f. 28117
State Zip
2i, dbarbour@chashsells
chashsells
E-mail
TA 02/03
Rev. 3 04/05

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-05/07)
Project Applicant Name:
Project Name for which flow is being requested:
Amount of flow requested for this project:
1. Complete this section only if you are the owner of the wastewater treatment plant.
WWTP Facility Name: Rocky River WWTP
WWTP Facility Permit : NC0046728
WWTP facility's permitted flow
WWTP facility's actual flow
Obligated flow not yet trihutaryto the WWTP
Total actual and obligated flows to the facility
Total flow for this specific request
Remaining capacity
[Permitted flow -(total actual ± obligated -l- requested)]
5,200,000 gpd
II. Complete this section for each pump station you are responsible for
proposed wastewater flow.
* Obligated flow
_k permits + flow
acceptance
letters. This
project has
received a flow
acceptance letter
and thus is
included in the
Town's tracking
system. For
purposes of this
application, the
flow for this
permit has been
removed from
the total
obligated flow so
that it is not
double counted
in the Tco; n's
tracking system,
g the route of this see attached
Town tracking
system.
List pump station stations located between the, project connection point and the WWTP
Pump Station Name
Capacity
III. Certification Statement:
, certify that the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route to the receiving wastewater treatment
facility and that the flow from this project will not cause any capacity related sanitary sewer
overflows or overburden any downstream pump station en route to the receiving treatment plant.
This certification applies to those items listed above in Sections I and 11 for which I am the
responsible party. Signature of this form, indicates acceptance of this wastewater flow:

Permit Number WQ0031953
Central Files: APS SWP
07/17/07
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
13600
Facility
Facility Name
Oats Road Commercial
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Mooresville Government - Municipal
Owner Affiliation
James Justice
PO Box 878
Mooresville
Dates/Events
NC 281150878
Orig Issue App Received Draft Initiated
07/17/07 06/27/07
Scheduled .
Issuance
Public Notice Issue Effective Expiration
07/17/07 07/17/07
Regulated Activities Reauested/Received Events
Commercial or industrial, other Additional information received
Wastewater collection Additional information requested
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin