WQ0024092_Regional Office Historical File_20171231

r i -
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 6, 2004
Mr. Richard McLean, Town Manager
Town of Mooresville
201 C North Church Street
Mooresville, North Carolina 28115
Subject: Permit No. W00024092
Town of Mooresville
Proposed 8-Inch Sanitary Sewer to Serve
the New Intermediate School
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. McLean:
In accordance with your application received on June 23, 2004, we are forwarding herewith
Permit No. WQ0024092, dated July 6, 2004, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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
919 N. Main Street, Mooresville, NC 28115
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
NCDENR
DENR Customer Service Center
Telephone [phone]

Mr. Richard McLean
Page 2
July 6, 2004
1n 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 6,720 linear feet
of 8-inch gravity sewer to serve 950 students and faculty as part of the Proposed 8-Inch Sanitary Sewer
to Serve the New Intermediate School project, and the discharge of 11,400 gallons per day of collected
domestic wastewater into the Town of Mooresville's existing sewerage system, pursuant to the
application received June 23, 2004, 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's 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 Sonja Williams at (704)
663-1699.
Sincerely,
4 ,7.�,
for Alan W. Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0046728)
George Lowder, WK Dickson & Co., Inc.
Water Quality Central Files
NDPU Files

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 not 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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Department of Environment
and Natural Resources, Water Quality, 919 N. Main Street, Mooresville, NC 28115.
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 govemment 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.
2

11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed 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 (919) 733-
3300. 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 6th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimef , P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024092
3

Fast Track Engineering Certification
Permit No. WQ0024092
July 6, 2004
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 anv 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 the Proposed 8-lnch
Sanitary Sewer to Serve the New Intermediate School, 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 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
WATER QUALITY
919 N. MAIN STREET
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.

-TRACK APP1 1('A"I'IO i frrr CRAV IT'tr' SEWERS, PIMP STATIONS, A.NI) FORGE MAINS
PA(.:.F> 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
la. Town of Mooresville
Full Legal Name (company, municipality, HOA, ity, etc.)
z►
lb. Richard A. . McLean, Town Manager
Q lc. The legal entity who will own this system is:
Q Individual Q Federal Municipality Q StatefCounty 0 Private Partnership Q Corporation Q Other (specify):
ce ld, 201 C North Curch Street
0 Street Address
LL
Application Number: 1w
(to be completed by OWQ) V Vf [2
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing otfi
if. North Carolina
Z State
0 lh. 704-662-7040 1 i. 704-662-7039
Telephone Facsimile
2. Project (Facility) Information:
2a. Proposed 8" Sanitary Sewer To Serve the New Intermediate
School
Brief Project Name (permit will refer to this name)
Contact Person:
1e. Mooresville
City
lg. 28115
Zip Code
E-mail
2b. Iredell
County Where Project is Located
Michael Wolfe
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-334-5348
Phone Number
1. Project is ® New
Modification (of an existing per
3c. mvvolfe [e-mail]
E-mail
odification,, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application do not
duplicate protect information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to item B(3)) Ej Private (go to item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities awned by a (must choose one
Q Retaining Ownership (i.e. store, church, single office, etc.) or
© Leasing units (lots, townhomes, etc. - skip to item 8(3))
Q Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Mooresville
Owner of Wastewater Treatment Facility (
4a. Rocky River Wastewater Treatment Plant
Name of WWTF
a, Town of Mooresville
5b. 8"
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Public Utility (Instruction III)
Q Homeowner Assoc./Developer (Instruction IV)
F) Treating Wastewater From This Project
4b, NC0046728
WWTF Permit No.Y
Q Residential Subdivision
❑ Apartments/Condominiums
Q Mobile Home Park
School
Q Restaurant
Q Office
Permit Number of Downstream Sewer (if known
Q Car Wash
Q institution
Q Hospital
Q Church
Q Nursing Home
QOther (specify):
7 Volume of wastewater to be permitted in this project: 11,400 gallons per day
100 % DomesticfCommercial
% Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
Q Interceptor Line - Flow will be permitted is subsequent perr sits that connect to this line
Q Flow has already been allocated in Permit No,
Q Rehabilitation or replacement of existing sewer with no new flow expected

-TRACK APPLIC:°A:'I'ION for GRAVITY SEWERS, PUMP STATICINS, AND ECIRMAINS
PAGE 4
z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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 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(1)(3),
950 students & faculty * 12 gal/day/pop = 11,400 gal/day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 6,720
ENTER TOTAL LINE LENGTH IN MILES 1.3
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary
Gravity or Force Main
(use the pull down menu)
rev; fi
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
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
t3. Have the following permits/certifications been submitted for approval?
Wetland/Strearn Crossings - General Permit or 401 Certification? AEI Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? Yes ❑ No ❑ N/A.
Stormwater?
Yes ❑No NIA

"FTRA APPLICA"T1OlV for RAVIT""t`' SEWERS, P IP STA'1"1t NSY AND FORCE A AJ S PAGE 5
z
0
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
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)
35080-E7-TF-024
35080-E7-TF-024
Name of
Waterbody County
Back Creek Iredell
UT of Back Creek Iredell
River Basin
Yadkin
Yadkin
Waterbody Stream Waterbody
index Classification
12-1O8-20-4-2 C
12-108-20-4-2 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Richard A, McLean, attest that this application for Proposed 8" Sanitary Sewer to Serve the New Intermediate School
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, of
cerrfication in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,006
as civil penalties up to $25,©0© per violation.
Signing Official Signature
2. Professional Engineer's Certification:
I attest that this application for Proposed 8" Sanitary Sewer to Serve the New Intermediate School 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 cerlification 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. George T. Lowder, PE.
Professional Engineer Name
2b. WK Dickson & Co., Inc.
Engineering Firm
2c. 616 Colonnade Drive
Address
2d. Charlotte
City
2g, 704-334-5348
Telephone
2h. 704-334-0078
2e. NC 2f. 28205
State Zip
2i. tlowderttawkdickson.com
Facsimile E-mail
Seal, Signature Date

07/02/04
Permit Number WQ0024092
Program Category
Non -discharge
Permit Tracking Slip
Status Project Type
In review New Project
Permit Type`_! 1r`'ck Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.williams
Permitted Flow
11400
Facility
Facility Name Major/Minor Region
Proposed 8" Sanitary Sewer to Serve the New Minor Mooresville
Intermediate School
Location Address County
Iredell
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Mooresville Government - Municipal
Owner Affiliation
Richard McLean, Manager Town
Post Office Box 878
Mooresville NC 28115
Dates/Events
Scheduled
Orig Issue App Received Draft initiated Issuance Public Notice Issue Effective
06/23/04 Mlle> #
Regulated Activities Regiuested/Received Events
School Additional information requested
Wastewater collection Additional information received
Outfall NULL
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

community mu pity in t tr ctu ce nsult n
1 2004
fCI ENR / WQ Division
Mooresville Regional Office
on -Discharge Permitting Unit
919 Main Street
Moores\fiil l , North Car Vi,n i 28115
Re: Sewer SysteSystem lrraproveta ents f©r the Town o1 ooresvlle
;o resyslle, NC.
t^" KD # 30129.10.Clal
We are st k n ittin , on the beha It rat the Town cat Moor rifle, th 1= st-Tr c . Application
for the referenced project. Fncicase is the executers applicahon Corm, Forr V\E , 10/99
and a plic tion tee. Please cant act cstir office it there are any guesticara
Sit. a rly,
V. K. Dickson & Co.,
4,1
Ryan . Hage E
E.ncicasUre
tr, C ere Ica :rrm— lr raresr �l
''CDE v 2 app ¢:0h00 Itr 4-04 doc

LETTER OF TRANSMITTAL
YY K
DICKSON
community infrastructure consultants
616 Colonnade Drive Charlotte, North Carolina 28205
TO: NCDENR
919 N. Main Street
Mooreville, NC 28115
ATTENTION: Water Quality
We are sending via: Overnight Q Regular Magi
Thefollowing items: [j Correspondence Plans
COPIES ©ATE NO.
704.334,5348 tel. [phone] fax.
©ATE: October 13, 2005
RE: Water and Sewer Syustem ovet ents
Town of Mooresville
WKD #30129.10.CL - I
fp Sp
k-up Ej Hand Delivered
ec ifiations Other as listed below:
DESCRlPTI
Engineer's Certification
1 Sealed Record Drawin
THESE ARE TRANSMITTED as checked below:
© For Approval As Requested
AT
T URAL R.
© Approved as Submitted LJ Returned for Corrections
For Your Use El For Review and Comment © Approved as Noted © Forward to Subcontractor
REMARKS:
COPY TO: Mr, D
ooresv i
SIGNED
ike L. Wolfe

Fast Track Engineering Certification
Permit No. WQ0024092
July 6, 2004
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
��JJ 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 tIzEinal
I, (1.---rip,‘' LoLoc as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, D weekly, ['full time) the construction of the Proposed 8-Inch
Sanitary Sewer to Serve the New Intermediate School, 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 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
WATER QUALITY
919 N. MAIN STREET
MOORESVILLE NC 28115
1o(I,3foS
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.