WQ0031484_Regional Office Historical File Pre 2018

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Mr. James Justice, Town Manager
413 North Main Street
Mooresville, NC 28115
Dear Mr. Justice,
6"
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
March 27, 2007
Subject: Permit No. WQ0031484
Legacy Village
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
In accordance with your application received on February 6, 2007, we are forwarding herewith
Permit No. WQ0031484, dated March 27, 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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.
No `hCaro ina
2aturaIl/
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 Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer
Paper

PMr. Justice
Page 2
March 27, 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 2,932 linear feet
of 8-inch gravity sewer and the discharge of 64,533 gallons per day of domestic wastewater into the
Town of Mooresville existing sewerage system, pursuant to the application received February 6, 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,
( _
or Alan W. Klimek, P..
cc: Mooresville Regional Office, Collection System Permit Files
Jeff Orsborn, Stewart Engineering, 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

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 fife
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 Tine 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 Part1 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 27th day of March 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Ala W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Managemeri Commission
Permit Number WQ0031484
3

prpr
Fast Track Engineering Certification
Permit No. WQ0031484
March 27, 2007
James Justice
Town of Mooresville
413 North Main Street
Mooresville, NC 28115
Jeff Orsborn, PE
Stewart Engineering, Inc.
200 South College Street, Suite 720
Charlotte, NC 28202
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
1, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Legacy Village, 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.

FAST -TRACK APPEICATIf)N for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
a. Town of Mooresville
Full Legal Name (company, municipality, HOA, utility, etc
b. James s Justice, Town Mena e
ng Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing o
The legal entity who will own this system is:
Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify): LLC
0 id. P.O. Box 878 le. Mooresville
City
'1g. 28115
Zip Code
dslocum +ci mooresvilfe.nc.us
E-mail
Application Number:
(to be completed by DM))
Mailing Address
North Carolina"
e
2 1 h. 704-799-8017
704-662-6298
Telephone Facsimile
2. Project (Facility) lnforrnation:
2a. Legacy Villa
rief Project Name (perm t will refer to this name)
Contact Person:
eff Orsborn
Name and Affiliation o
b. 704-334-7925
Phone Number
Project is
2b. I redell
County Where Proje
E-mail
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 sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and 8(10-11) that has already been included in the original permit.
2. Owner is E Public (skip to Item B(3)) ❑ 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.) o
Z 0 Leasing units (lots, townhomes, etc. - skip to item B(3))
00 Selling units (lots, townhomes, etc. go to Item B{2b))
Town of Mooresville
Owner of Wastewater Treatment Facility (WWTF) Treating Was
4a, Rocky River
Name of WWTF
Town of Mooresville 5b. i Gravity 15'c.
Owner of Downsreeamam SewerReceiving
_.._ Sewer Size!: Force Main Permit. Number of Downstream Sewer (if known)
The origin of this wastewater is (check alt
Public Utility (Instruction Ill)
0 Homeowner Assoc,/Developer (Instruction IV)
ater From This Project
4b. NC0046728
WWTF Permit No.
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School
❑ Restaurant
Office
apply):
Ej Car Wash
❑ Institution
0 Hospital
❑ Church
0 Nursing Horne
❑ Other (specify):
1 100 % Domestic/Commercial
% Industrial
% Other (specify):
Volume of wastewater to be allocated forth s particular project: 64,53 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent pe
© Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
that connect to this line
F I A 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
B. PERMIT INFORMATION (CONTINUED)
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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
64,533 gpd (130 multi -family units @ 240 gpd/unit = 31,200 gpd)
(400,000 sf office/retail @ 25 gpd/employee and 1 employeel300 sf = 33,333 gpd)
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"
2,932
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.555
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wltelemetry; 4-wet well storages
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 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® N/A
• Yes ❑ No
® Yes 0 No
■ N/A
0 Yes ❑ No ■ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
IheseJines_wilLb_consideredhiah_oriority andJnust be_cbecRed once_eyenr ixmanths
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept installed lines more than 10% flatter Than
corrected prior to submitting the final engineering certification..
slopes? •
installed outside this tolerance should be
the minimum slope. Lines
FTA 02/03 - Rev. 3 04/05

EAST -°TRACK APP.L,LCATION for GRAVITY SEWERS, PUM? STATIONS, A li FORCE MAINS PAGE 5
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) ©R 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
(self chosen - as shown on Name of
map for cross-reference) Waterbody County River Basin
body Strea
Index
Submit the tf. a" x 11 "" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
plicant's Certification:
Waterbody
Classification
I, James Justice, Town Manager, attest that this application for Legacy Village 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 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, 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.
Signing O ficial Si. ire
Professional E . • -er's Certification:
I attest that this application for Jeffery C. Orsborn, 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 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.
Jeff Orsborn, PE
Professional Engineer Name
2b. Stewart Engineering, Inc.
Engineering Firm
200 South College Street, Suite 720
Mailing Address
2d. Charlotte
City
2e, NC
State
28202
Zip
2g. 704-334-7925 2h, 704-334-7926 2i. lorsbornt stewart-eng.com
Telephone
Facsimile E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

ES
f ��D 4 ATlIPAt_I°,k .SO ;RCEFIC
6,2007T"
• P
,
WATER Q11, .L\IN SECT

T-bGG F001/L 1 t'-109
TOWN OF
MOORES►VILL.E
PLANNING &
ENGINEMING
DEPARThENT
December 20, 2006
Mr. Jeff Orsbom, PE
STEWART
200 S. College St.
Suite 720
Charlotte, NC 28202
Re: Legacy Village (Fairview Rd.) Flow Acceptance Letter
Mr. Orsborn:
Derek Slocum, El
Civil Engineer
Tawn of Mooresville
P. O. Box 876
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Tawn Board had previously approved the above -referenced project and agreed to
provide potable water service to and accept the sewer flow from the proposed commercial &
residential project. The Town of Mooresville's Water System Management Plan submitted
approximately July 30, 2000, was approved and assigned WSMP No. 00-01958. Mooresville's
Water Filter Plant PINS ID# is 01-49-015. Both water and sewer systems are owned and
maintained by the Town of Mooresville. Wastewater will be treated by the Town of Mooresville's
Rocky River WWTP, NPOES Permit No. NC0046728. This project's expected input into the
WWTP is 64,533 gpd.
It is your responsibility, as the engineer of record, to certify to the State that oonstruc Lion has been
completed in accordance with the approved plans and specs. The Town will conduct periodic
inspections during construction and will hold a final inspection prior to accepting the waterlines and
sanitary surer system into the Town's system. Two reproducible (mylar) copies of the "As -Built°
drawings, on CD (compact disc) format, along with your engineer's certifrcation are required to be
submitted to this office prior to acceptance by the Town Of Mooresville.
We look forward to working with you on this project. Call me at [phone] if you have
questions.
Sincerely,
Derek Slocum, El
Civil Engineer
CC: Cliff Webb, VVWTP Operations Supervisor

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Central Files: APS SWP
03/26/07
Permit Number WQ0031484 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
64533
Facility
Facility Name
Legacy Village
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 Sox 878
Mooresville
Dates/Events
NC 281150878
Orig Issue App Received
03/27/07 03/26/07
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective Expiration
03/27/07 03/27/07
Regulated Activities RectuestedlReceived Events
Apartment complex
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
January 22, 2008
James Justice
Town of Mooresville
P.O. Box 878
Mooresville, North Carolina 28115
SUBJECT: Legacy Village
Permit No. WQ0031484
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on September 27,
2007. A full review of the certification materials may or may not be conducted. It is assumed that
receipt of this certification indicates compliance with all regulations, design criteria and the permit.
Please be reminded that the Permittee is responsible for keeping a copy of the final record
drawings for the life of the project. If you have not received a copy, please contact your
consultant immediately to obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
rely,
C -,
iRobert Krebs
G Surface Water Protection Regional Supervisor
Enclosure
Cc Jeff Orsborn, PE, Stewart Engineering
Surface Water Protection Section Central Files (certification page only)
North
Carolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:!lh2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycedll0% post -consumer paper

st Track Engineerin
ermit No. WQ0031484
March 27, 2007
James Justice
Town of Mooresville
413 North Main Street
Mooresville, NC 28115
Certi
ion
Jeff Qrsborn, PE
Stewart Engineering, Inc,
200 South College Street, Suite 720
Charlotte, NC 28202
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
• Chaiges to the project should be clearly identified on the record drawings or in
modifications are required for any changes resultin in non-com fiance with this ermit re ulations or
minimum design criteria.
ummary form. Permi
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 j Final
I, , ,;. r'.oZ L.. 0,tas a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically, Cl,] weekly, [] full time) the construction of Legacy Village, 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,

LETTER OF TRANSMITTAL
STEWART
TO
NCDENR
610 E. Center Avenue, Suite 30
Mooresville, NC 28115
704-663-1699
DATE
PROJECT NUMBER
X6©3©
COPIES DATE
For approval
For your use
As requested
COMMENTS
SENT VIA
PROJECT NAME
Legacy Village
DESCRIPTION
FROM
im Donahoe
Senior Civil Designer
704334.7925 x(314)
Engineer's Certification
I Set of RecordDrawings
For review & comment
Approved as submitted
Approved as noted
NCDN
0
Returned for corrections
Returned after review
Resubmit copies for approval
D
urface Water Protection
COPIED TO
Town of Mooresville (Allison Kraft)
File
ENGINEERING_ INNOVATION, SOLUTIONS:'
LE; tv%; T 70.4 3.34 74133
....2' ; 77$ 134.7234.