WQ0029702_Regional Office Historical File Pre 2018

\N A7z.9c)G 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
January 12, 2006
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115
Subject: Permit No. WQ0029702
Farm Pond Lane
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Justice:
In accordance with your application received on December 28, 2005, we are forwarding
herewith Permit No. W00029702 dated January 12, 2006, 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effective from the date of issuance until rescinded, and shall be subject to the conditions "and limitations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 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 §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet. h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
on` NCarolina
atura!!y

Mr. James Justice
Page 2
January 12, 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 Town of Mooresville for the construction and operation of approximately 609 linear feet
of 8-inch gravity sewer as part of the Farm Pond Lane project; and the discharge of 0 gallons per day of
collected domestic wastewater into the Town of Mooresville's existing sewerage system, pursuant to
the application received December 28, 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 Town of
Mooresville -Rocky River WWTP (NPDES 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,
a !V\ . tiL•
for Alan W. Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0046728)
Mark Lowder, Kimley Horn and Associates, Inc. •
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200; the Division of Water Quality's •
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is nbt required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed 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

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 Permittee 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.
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 eledtrical 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 ail 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 II 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 121h day of January 12, 2006.
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 WQ0029702
3

Fast Track Engineering Certification
Permit No. WQ0029702
January 12, 2006
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 documentationhave 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 the Farm Pond Lane
project, an Iredell County 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.

ACK APPLICATION for GRAVITY SE
ERS, PUMP
ATICINS, AND FORCE MA
PAGE 3
z
0
F
USE 'Tl~fE'TAB KEY TO MOVE FROM FIELD TO FIfl. DI
Owner:
1 a. T
vine
Full Legal Name (company, municip
lb James E. Justice — Town Manager
4, utility, etc.)
Signing Official Name and Tile (Please review 15A Nt; AC 2H r0206(b) for authorized signing officials!)
The legal entity who will own this system is:
0 Vnc viduai a Federal Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify);
Id. 413 North Man Street — PO BOX 878
Street Address
1 h. 704-662-31
Telephone
2. Project (Facility) lnfonnati
Fa
2a, Farm Pond Lane
Brief Project Name (permit will refer * this name
3. Contact Person.
3a. Matt Lowder, Kmiey Horn and Associates
Name and Affiliation of Someone Who Can
919-653-2102
Phone Number
1. Pro
u
New 0 Mfccon (c an existing permit)
For modlfia separate she
phase, changing line slmAeng h,
dulallcade project Information in 8() and
2. Public (skip to Item B(3))
ivate, appliic
0 R rang
0 Leasing units
0 Selling units
marry exp nin
ly Ind� the mo
(10-11) tt has aW
[� Private
store, church, single office, etc.) or
omes, etc. - skip to Item B(3))
es, etc. - go to item B(2b))
1 e. Mooresville
City
lg. 28115
Zip Code
2b. Iredef!
County Where Project is
E-mail
If Modification, Permit No.:
reason for the modification (l.e. adding ano
f rmatfon in thls permit application - do not
been 'included In the original permit.
m 2(a))
If sold, facilities owned by a (must choose one)
Public Utility (Instruction Ill)
D Homeowner Assoc. /Developer (Instruction IV)
3. Town of Mooresville
Owner of Wastewater TrF) Treating ewater From This Project
4a. Town of Mooresville Rocky Riv Wastew tear Tr4h. NO00 6728
Name of WyWTF
Town of Mooresville
Owner of Downstream Sewer
The origin of this wastewater is
0 (Residential Subdivision
O Apartments/Condominiums
[, MobNe Home Park
0 School
o Restaurant
Q Office
b. 12 inch
Receiving Sewer Siz
d:k ail that apply):
® Car Wash
0 Institution
© Hospital
0 Church
0 Nursmng Home
Other (specify); Commercial
7. Volume of wastewater to be permitted in this project
e permitted flow 'iszero, indicate why:
Interceptor Line Flow will be permitted is 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
gallons per day
WWTF Permit No.
Permit Number of Do
100 % I omestac/Cammerci
% Industrial
% Other (specify):
FTA 02/ - Rev.

AST -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 approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8
609
Gravity
E
W
D
Z
h-
Z;
V 1
--
- - -
Z ENTER TOTAL LINE LENGTH IN MILES
O'
0.115
I- 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
E Location ID
re (self chosen - as shown on
0 plans far cross-reference)
Design How
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator wIATS; 3-
portable generator wltelemetry; 4-wetwell storage)
Z
H
W
EL
12. Does the sewer system comply
m I Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and Indicate why a
Is requested:
SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
►_+ Yes ❑ No if no, please
variance
1
,SUBMIT TWO COPIES OF PLANS,
'13. Have the following permits/certifications been submitted for approval?
' Wetiand/Stream Crossings - General Permit or 401 Certification?
1
' Sedimentation and Erosion Control Plan?
Stormwater?
® NIA
❑ NIA
® NIA
■ Yes • No
® Yes ❑ No
❑ Yes • No
FTA 02/03 -Rev. 1 06/03

ATION for GRAVITY SEWERS, PPG STATIONS, ANfli SRC
PAG
Use the ce document entitled, DETERMINING SCAM CLA$ FSCATIONS FOR FORM FTA 02183
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach addbonal 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 incicate 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
(self chosen - as shown on
map for cross-reference)
la
2.
z
Name of
Waterbody
County
Submit the 8.5" x 11" COLOR topographic map as
regardless of whether a classification Is provl
Cerl( Icon:
I, James E Justice, west that this applicat for P
complete to the best of my knowledge. 1 urxte*rstrrnd that if all rear
that if all required supporting documentation and attachments are not irrclud
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 per
violation,
onal Engineer's
st that this epp4c
Walierbody Stream Water
Index Classlflcation
d by me and i curate and
not completed and
is subject to
id Lane has been reviewed by me and is accurate, complete and consistent
cailculativns, and of other supporting documentation to the best of my know
wiedge the proposed design has been prepared in accordance with the a
Design Criteria for Gravity Sewers adopted February 1Z 1996, and the Minimum
Criteria for the Fast -Track Permitting of Pump Stations end Force Mains adopted June 1, 2000 and the watershed
ion 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 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,
formation in the engine
attest that to the best o
Gravity Sewer Minimu
2a, Matt Lowder
Professional Engineer Name
2b. IGmley Horn and Associates, Inc.
Engineering Firm
2c. 3001 Weston P
Ad
2d. Cary
City
2g,
77-2000 2h. 919-677-2000
Telephone Facsimile
2e. NC
State
2i. matt low
E-mail 3asrasicrvs a Date
FTA 0- ,Rev. 1 06/03

Permit Number WQ0029702
Central Files: APS_ SWP_
01/12/06
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
0
Facility
- Facility Name
Farm Pond Lane
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
lredell
Facility Contact Affiliation
Owner Name
Town of Mooresville
Dates/Events
Orig Issue
Owner Type
Government - Municipal
Owner Affiliation
James Justice, Manager Town
PO Box 878
Mooresville
NC 281150878
App Received Draft initiated
12/28/05
Regulated Activities
Industrial and commercial machinery manu
Wastewater collection .
Outfall NULL
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Rea uested!Received Events
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

7° W
Name: IVMOORESVILLE
Date: 12/16/2005
Scale: 1 inch equals 1000 feet
Location' 035° 35' 25,3" N 080° 51' 54.9" W
Copyright (C) 1997, Maptech, Inc.

Name: MOORESVILLE
Date: 12/1612005
Scale: 1 inch equals 1000 feet
Copyrght (0)
Location: 035° 35' 25.3" N 080° 51' 54,9" W
7 Maptech, In

•
Kimley-Horn
MI 1 and Associates, inc.
Transmittal
P.O. Box 33068
Raleigh, North Carolina
27636-3068
TEL [phone]
FAX [phone]
Date: 12/27/05 Job Number: EN R011MEivi
4L PESOL;nOu
Project Name: Farm Pond Lane — Mooresville, NC MOORESVIL ,E R7.010MAL OFFICE
To: NCDENR
919 N. Main Street
Mooresville, NC 28115
[phone]
DEC 2 8 20Q'
We are sending these by
❑ U.S. Mail ® FedEx ❑ Hand Delivery
❑ Other
WATER QUALITY SECT1ONt
We are sending you
O Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
1:E] Other Fast Track Application
Copies
Date
No.
Description
1
12/27/05
Original Permit Application
1
12/27/05
'Permit Application (Copy)
4
12/27/05
8.5" x 11" CoIor Map
1
12/27/05
Check for $400.00 payable to NCDENR
These are transmitted as checked below:
® For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks:
Copy to:
Signed: Wes Cook, ET

Sanitary Sewer Fast Track Application
Farm Pond Lane
Mooresville, NC
12/27/05
Prepared by:
Cm =Il KmleyHo
I , and Associates, Inc.
Kimley-Horn and Associates, Inc.
3001 Weston Parkway
Cary, NC 27513
[phone]
@Kimley-Horn and Associates, Inc. 2005