WQ0030328_Regional Office Historical File Pre 2018

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W A 7z-9-4
Mr. James Justice, Town Manager
413 North Main Street
Mooresville, NC 28115
Dear Mr. Justice,
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
December 29, 2006
Subject: Permit No. WQ0030328 Modification
The Village at Byers Creek
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
In accordance with your application received on December 4, 2006, we are forwarding herewith
Permit No. WQ0030328, dated December 29, 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date of issuance until rescinded, shall supersede original Permit No. WQ0030328 issued June 29,
2006, 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.
N`
oCarolina
A7atura//j/
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

Mr. Justice
Page 2
December 29, 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 3,069 linear feet
of 8-inch gravity sewer and the discharge of 123,373 gallons per day of domestic wastewater into the
Town of Mooresville existing sewerage system, pursuant to the application received December 4, 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 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 150E 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 shalt be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerel
for Alan W. Klimelt, P.E.
cc: Mooresville Regional Office, Collection System Permit Files
Robert Tripp, Turnbull Sigmon Design
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 ail 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 §143-215.1 C.
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 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 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 29th day of December 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Kiimek,`P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030328 Modification
3

Fast Track Engineering Certification
Permit No. WQ0030328 Modification
December 29, 2006
James Justice
Town of Mooresville
413 North Main Street
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 The Village at Byers Creek, a 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.

Fr
Permit Number WQOIJ3U328
Central Files: APS SWPr .
12/29/06
Permit Tracking Slip
Program Category
Non -discharge
Status
Active
Project Type
Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.20 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
123373
Facility
Facility Name
Village at Byers Creek
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, Manager Town
PO Box 878
Mooresville
Dates/Events
NC 281150878
Scheduled
Orig Issue App Received Dratt Initiated Issuance
06/01/06 12/29/06
Regulated Activities
Restaurant
Subdivision
Wastewater collection
Outfall NULL
Public Notice Issue Effective
12/29/06 12/29/06
Reaues ed/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class Subbasin

CK APPLICATION for GRAVITY SEWERS, PJ]MP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application {Dumber:
(to be completed by DWQ)
1.
-
_O_wner:_
1 a. Town of Mooresville
' Full Legal Name (company, municipality, HOA, utility, etc.)
0 lb. James E. Justice
Signing Official Name and Title
1c. The legal entity who will own this
(Please review 15A NCAC
system is:
❑ State/County
2H .0206(b) for authorized signing officials!)
0 Individual ■ Federal ® Municipality
■ Private Partnership ■ Corporation ❑ Other (specify):
0 Id. PO Box 878
le. Mooresville
LL^ , Mailing Address _ City
- If. NC lg. 28115
State Zip Code
,1 h. 704.799.8017 ,l i. 704.662.6298 1j.
2 Telephone i Facsimile E-mail
O 2. Project (Facility) Information:
—II 2a. The Village at Byers Creek 2b. Iredell
Brief Project Name (permit will refer to this name) County Where Project is Located
< ia. Contact Person _ -
cce 3a. Robert Tripp
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704.529.650E7 3c. [e-mail]
Phone Number E-mail
(of an existing permit) If Modification, Permit No.: WQ0030328
I. Project is ►? New ® Modification
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 B(10-11) that has already been included in the original permit.
B(3)) 0 Private (go to Item 2(a))
2. Owner is ►Zi Public (skip to item
2a. If private, applicant will be: 2b.
0 Retaining Ownership (i.e. store, church, single office, etc.) or
z i ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
I— 3. Town of Mooresville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River WWTP 4b. NC0046728
r
0 Name ofWWTF VW1 TF Permit No.
IL, 5a. Town of Mooresville
5b. 12"
Receiving Sewer Size
► i Gravity
0 Force Main
5c.
Z Owner of Downstream Sewer
Permit Number of Downstream Sewer (if known)
}. 6. The origin of this wastewater is (check ail that apply):
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing
® Other
.
Home
(specify): Retail/Grocery
100 % Domestic/Commercial
2 ►i Residential Subdivision-
et : INApartments/Condominiums
ILU❑ Mobile Horne Park
% Industrial
0. • School
Crli ® Restaurant
■ Office
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 123.373 gallons per day
*Do not include previously permitted allocations
8. If the permitted Sow Is zero, indicate
why:
be permitted in subsequent permits that
in Permit No.
connect to this line
expected
■ Interceptor Line - Flow will
■ Flow has already been allocated
0 Rehabilitation or replacement
of existing sewer with no new flow

VPLICATION
for GRAVITY SEW>�RS, PUMP STATIONS, ANDD 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 Clow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(IX1 2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
See Attachment #1
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
■
z
0
ENTER TOTAL LINE LENGTH IN MILES
® 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
Eplans for cross-reference) (MGD) GPM @ TDH _ portable generator w/telemetry; 4-wet well storage)
Length (feet)
3069
0.58
Gravity or Force Main
(use the pull down menu)
Gravity
0
Z
W12. 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?
Eili ® Yes D No If no, please reference the pertinent minimum design criterla 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? ❑ Yes ® No ❑ NIA
Sedimentation and Erosion Control Plan? i;2 Yes ❑ No ❑ N/A
Stonrnvater? ❑ Yes ❑ No ® N/A
14 Does this project involve aerial lines or siphons? Check if yes: ❑
;these Ines wyilr bo considered hiah Priority and must be checked once -every _six months _ _

CK APPLICATION for GRAVI Y SEWERS, PI STATIONS, AND FORCE MAINS PAGE 5
f� designed ®
[ installed outside h Id
'15. Does this project have gravity sewer Ines esigne att minimum slopes?
Be aware that the Division WIT not accept installed lines more than 1 O% flatter than the minimum slope. Lines m o e this tolerance should be
corrected prior to submitting the final engineering certification..

VPLICATION
for GRAVITY SEWEERS, PUMP STATIONS, ANI) li~ORCE MAINS
C. STREAM CLASSIFICATION
PAGE 6
. 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:
0 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)
Sewer
Name of
Waterbody
Byers Creek
County
Iredell
Waterbody Stream
River Basin Index
Catawba 11-89-(2)
Submit the 8.5" x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
Waterbody
Classification
WSS IV;CA
0
1-
0
Lid
v
,1. Applicant's Certification:
1, James E. Justice, Town of Mooresville, attest that this application for The Village at Byers Creek
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.
1a.
Signing Official Signature
2. Professional Engin-= . ' ertification:
Date
1 attest that this application for The Village at Byers Creek has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria far 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 ! have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215 6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 rsdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Robert E. Tripp, IV
Professional Engineer Name
211 Turnbull Sigmon Design
Engineering Firm
2c. 1001 Morehead Square Drive, Suite 530
Mailing Address
2d. CharIotte
City
2g. 704-529-6500
2e. NC 2f. 28203
State Zip
2h. 704-522 0882 21. [e-mail]
Telephone • Facsimile E-mail Sear, Signature & Date

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PUNNING &1..
ENGINEERING
DEPARTMENT
April 27, 2005
Tumbull-Sigmon Design
Ms. Amber Porter
1001 Morehead Square Dr.
Suite 530
Charlotte, NC 28203
Re: The Villages at Byers Creek (mixed use) -Perth Rd. & Hwy 150
Ms. Porter.
Derek Slocum, El
Civil Engineer
Town of Mooresville
P. O. Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced project and agreed to
provide potable water service to and accept the sewer flow from the proposed 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 PWS 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, NPDES Permit No.
NC0046728. This project's expected input into the WWTP is 123,373 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction 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 sewer 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 certification 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.
Derek Slocum, El
Civil Engineer

TOWN OF
MOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
April 27, 2006
Tumbull-Sigmon Design
Ms. Amber Porter
1001 Morehead Square Dr.
Suite 530
Charlotte, NC 28203
Re: The Villages at Byers Creek (mixed use) -Perth Rd. & Hwy 150
Ms. Porter:
Derek Slocum, El
Civil Engineer
Town of Mooresville
P. O_ Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced project and agreed to
provide potable water service to and accept the sewer flow from the proposed 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 PWS 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, NPDES Permit No.
NC0046728. This project's expected input into the WWTP is 123,373 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction 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 sewer system into the Townes system_ Two reproducible (mylar) copies of the "As -Build'
drawings, on CD (compact disc) format, along with your engineer's certification 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.
Derek Slocum, El
Civil Engineer

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