WQ0038842_Regional Office Historical File Pre 2018

`T MCCRORY
Governor
DONAC,T) R. VAN DER VAART
Smariur
S, JAY ZIM
es
ALITY
October 28, 2016
Mr. Todd Clark, City Manager
City of Newton
P.O Box 550
Newton, NC 28658
RM AN
DJavaor
Subject: Permit No. WQ0038842
City of Newton
Westside Drive Sewer Replacement
Wastewater Collection System Extension Permit
Catawba County
Dear Mr. Clark:
In accordance with your application received October 28, 2016, we are forwarding herewith Permit No.
WQ0038842 dated October 28, 2016 to the City of Newton (Permittee) for the construction and operation
upon certification 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 the following conditions contained within this permit:
Condition II. 1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 1I.4: 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.
It shall be the responsibility of the Permittee 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.
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 1 SOB 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.
State of North Carolina I Environmental Quality h Water Resources I Water Quality Regional Operations.
Mooresville Regional office 1610 East Cites Avenue, Suite 301 Mooresville, North Carolina 28115
704 663 1699

If you need additionanformanon concerning this matter, please contact Ori Tuvia at 7 -2190 or
via e-mail at mi tt via r . cd nr. ov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
CC.
R.J. Mo eley P.E (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS E-copy)

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WAS 1EWATER COLLECTION SYSTEM EXTENSION PERMIT
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
City of Newton
Catawba County
for the construction and operation of approximately 368 linear feet of 8-inch gravity sewer and 2,350
linear feet of 12-inch gravity sewer; as part of the Westside Drive Sewer .Replacement project,
and the discharge of 0 additional gallons per day of collected wastewater into the City of Newton's
existing sewerage system, pursuant to the application received October 28, 2016, 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.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038842
Permit Issued: October 28, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Newton is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the City of Newton's Clark Creek
Regional. Wastewater Treatment Facility in accordance with Permit Number NC0036196.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 0 additional GPD, shall be made
tributary to the subject sewer system until an application for permit modification for an
increase in flow has been submitted to and approved by the Division. [15A NCAC 02T.0304
(b)]
II. STANDARD CONDITIONS
This permit is not 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 documentationfrom 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. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. 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'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 materials unless specifically mentioned herein. [15A NCAC
02T,0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. 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: [15A NCAC 02T .0108(b)]:
(Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of oundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
e. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 months and inspections
documented.
A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Prograrn is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
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, tine blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this 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 and submitting
Part 1 of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken 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. [G.S. 143-
215.1C(a1)]
6. 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. [15A NCAC 02T.0108(b)]
7. 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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria, Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Desi Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Desiiu Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
. A copy of the construction record drawings shall be maintained on file by the Perm
attic wastewater collection facilities. [15A NCAC 02T .0116]
for the life
10. Failure to abide by the conditions and limitations contained in this pemiit; 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11, 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)1
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF NEWTON
PERMIT #: WQ0038842
PROJECT: WESTSIDE DRIVE SEWER REPLACEMENT
ISSUE DATE: OCTOBER 28, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (El periodically, 0 weekly, LJ full time) the construction of the
project name and location as referenced above for the above 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 02T; the Division of
Water Resources' (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 w/signature & date:
E] Final Ej Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

Ion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WI (3): Cb36N Lto be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: C'it N mpany, municipality, HOA, utility, etc.)
2. Applicant type: E] Individual
El Corporation LJ General Partnership
[2] Federal Ej State/County Municipal
3. Signature authority's name: Todd Clark per I5A NCAC 02T .0106(b)
Title: City Manager
4, Applicant's mailing address: P.O. Box 550
City: Newton State: NC Zip: 28658-
5. Applicant's contact information:
Phone number: [phone] Email Address: telark&newtonnc.gov
II. PROJECT INFORMATION:
1. Project name: Westside Drive Sewer Replacement Project
2. Application/Project status: Proposed (New Pemit)
El Privately -owned Public Utility
E] Other
El Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Catawba County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.648789Longitude: -81.230599"
5. Parcel ID (if applicable): 363908789652
(or Parcel ID to closest downstream sewer)
DT CONSULTANT INFORMATION:
I Professional Engineer: R.J. Mozeley License Number: 037937
Firm: C-0459
Mailing address: 1240 19th Street Lane, NW
City: Hickory State: NC Zip: 28601-
Phone number [phone] Email Address: rjmozeley(&,mcgillengineers.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Clark Creek WWTP Permit Number: NC0036196
Owner Name: City of Newton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: 1' IA 04-16 Page 1 of 5

WI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes No 0N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
0 Yes i1No ON/A
3. If the Applicant is a Home/Property Owners Association, has an Operational Agreeiient (FORM: HOA) been attached?
El Yes i4No ON/A
4. Origin of wastewater: (check all that apply):
Residential Owned
Residential Leased
El School / preschool / day care
El Food and drink facilities
LI Businesses / offices / factories
0 Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
Ej Nursing Home
Ej Car Wash
El Hotel andlor Motels
Swimming Pool /Clubhouse
O Swimming,PooliFilter Backwash
El Other (Explain in Attachtnent)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T ,0103 0
I *Is there a Pretreatment Program in effect? El Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T ,0114(0? 0 Yes El No
If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Residential
Swimming Pool
Daily Design Flow
360 gal/Dwelling
10 gal/Person
gal/
gal/
No. of Units
89
200
Flow
32,040 GPD
2,000 GPD
GPD
GPD
gal/
gaU
GPD
GPD
Total
34,040 GPD
a See 15A NCAC 02T .0 114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (Le., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: Zero GPD (per 15A NCAC 02T .0 114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connecto this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
[El Other (Explain): R
*n.g existing ers
FORM: FTA 04-1.6 Page 2 of 5

feet total dynamic head (TDH)
VIE. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 &MDC— ;ravity Sewers:
1. Summarize gravity sewer to be perniitted:
Size (inches)
8-inch
12-Inch
Length (fee()
368
Material
DIP
2,350
DIP
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section 111 contains information .related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — {12T J):30.5 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Length (feet)
6. Power reliability in accordance with 15A NCAC o2T 3oau
n Standby power source or pump with automatic activation and telemetry I5A NCAC 02T ,0305(h)(1)(B):
• Required for all pump stations with an average daily Bow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T ,0305(h)(1)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'.
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple. station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(11,& (Li)
• 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Yes 1 tNo
Separation Required
24 inches
18 inches
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
18 inches
*Any private or public water supply source, including any wells, WS-I waters of Class or
Class II impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
2 feet
100Teet
50 feet
Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
10 feet.
5 feet
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor draws
Any swimming pools
Final earth grade (vertical)
10 feet
5 feet
10 feet
inches
I 5A NCAC 02T.0305 contains alternatives where separations .in. 021.0305ln cannot be achieved,
'? **Stream classifications can be identified using the Division's NC Surface Water Classifications sebpane
linoncomplia.nce with 02'1.0305(D orFg), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes Li No
• See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the .river basin rules per 15A NCAC 02B .0200?
• This would include Trout Buffered Streams per 1.5A NCAC 213.0202
Yes 1 INo
4, Does the project comply with an individual 404 Permit or any 401 Certifications? LI Yes No
Wetland -related permits shall he requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 491&Bu1'ter Pent:M.01w Branch
5. Does project comply with I5A NCAC ()21,0 05(c)() (additional permits/certifications)? Yes LJ No
Per .I5A NCAC 021.0 1051001 directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
1:1 Yes No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 115A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15.A.. CAC 02'1.. the MLWflWn1 Desig_n. Criteria .10r the .Permitting_of Purtip_Stations
and_ForeeMains jtatesiNersios and the GravnySewer Minimum Design Criteria Ilatest version) as applicable?
Yes ENo
If No, complete and submit the Variance/Alternative Design Request. application (VADC 10-14) and supporting documents
for review, ,Approval of the request is required prior to submittal of the Fast Track Application and supporting
docUments.
Professional Engineer's Certification:
1,
(1.44_2_1,A twea . 5st that tliis application for
(Professional Enginel s :name from Application Item 11E1.)
has been reviewed by me and is accurate, complete and consistent \kith the information supplied in the plans, specifications,
engineering 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 for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain
portions of this submittal package, inclusion. of these materials under my signature and seal signifies that 1 have reviewed this
material and have judged it to he consistent withthe proposed design.
NOTE — .in accordance with General Statutes 143-215.6A and 143-215.6B, any 'person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's .0106(b):
'Signature Authority's 'name & title from Application item L3.)
\0\9_,\\:\\,
24k° SEAL 7*
D37 37
a-
attest that this application for
has been reviewed by the and is a.ccurate and complete to the best of iny 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. I understandthat any discharge of wastewater from. this non -
discharge systemto surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and or criminal prosecution, I will make no claim against the Division of Water Resources should a
condition of this permit he violated, I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
in.e as incomplete.
NOTE In accordance ‘vith General Statutes 143:215.0 and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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 525,000 per violation.
Signature:
Date:
4/0
FORM. FTA 04-16
Page 5 of 5

TOPOGRAPHIC
LOCATION MAP
WESTSIDE DRIVE
SEWER REPLACEMENT PROJECT
CITY OF NEWTON
CATAWBA COUNTY, NORTH CAROLINA
E°AVE
.) C" g A TES'
'!EIU NG ['9 AN,N 5Y to FINANCE

GLENN©AXS DR

State of North Carolina
Department of Environmental Quality
U;; ,;;i Division of Water Resources
ormorrn wrtur r Rirrsour,,,,,„ Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Newton
Project Name for which flow is being requested: Westskle Drive Sewer Replacement
More than one FTSE may be requiredfir a single project if the owner of the WUTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
1. Complete this section only if you are the owner ofthe wastewater treatment plant.
a. WWTP Facility Name: Clark Creek WWTP
b. WWTP Facility Permit #: NC0036196
c. WWTP facility's permitted flow
AI 1 flows are in MGD
5.000
d. Estimated obligated flow not yet tributary to the WWTP Zero
e. WWTP facility's actual avg. flow
Total flow for this specific request
g. Total actual and ob ted flows to the facility
h. Percent of permitted flow used
2.266
0.034
2.300
46%
II. Complete this section for each pump station you are re
proposed wastewater flow,
le for along the route of this
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (0)=(B+C) (E)-A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * Wiwi / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/A
* The Firm Capacity o any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out ofservice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (31) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Se
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

1.Certification Staten,
Todd Clark certify to the best of my knowledge that the addition of
the volume of wastewater to be permpermitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary n itar sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections 1 and II
plus all attached planning assessment addendums for which 1am the responsible party
Signature of this form indicates acceptance of this wastewater flow.
Sig ng 0
aa Sig arti

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
(WSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
http://www.nccgl,net/Engineering/Sewer°/020Permits.html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
• If the sewer system project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the sewer system project is within 100 feet of any
surface water or wetlands, this form must be completed if there are proposed design conflicts with
setbacks or buffers as listed in 2T .0305 (f)..
• Do not submit this attachment form for review without a corresponding permit application (Form
FTA -12/07) unless requested by the Division,
1 Any changes to this attachment form will result in the application package being returned,
B. Prepare the attachment form with the requested information for each portion or location of the
sewer system that is in conflict with a waterbody or wetlands.
1 Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12/07 (SEWER SYSTEMS)" to collect the stream classification data, This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office,
1 The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
• Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters, Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.), The map should have location ID's for each different
waterbody (where the sewer line is within the setback/buffer) and corresponding classifications
should be recorded,
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
• A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: httpliwvwv,enr.state,nc,us/htmilregionaloffices.html:
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS-I 2/07

r'
FARM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant N
City of Newton
ProJect. Name
Westside Drive Sewer Replacement Project
Professional Engineer Name
R.J_ Mozeley, PE
ovation
ID
Enoineerina Firm Name
McGill Associates, P.A.
1
Name of Waterbody'
Clark Creek
County
Catawba
River
Basin
Waterbody Stream Waterbody
Index No. Classification
Catawba
11-129-5-(0,3) C
If unnamed, indIcake "unnamed tributary to X", where X is the named waterbody to which the unnamed tiributa
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date
*** END UP FORM WSCAS-12/07 ***
FOAM: 'WSf AS-12/07
Page tl of I

October 13, 2016
Mr, Corey Basinger
NC DEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Fast Track Application
Westside Drive Sewer .Replacement Project
City of Newton, North Carolina
Dear Mr, Basinger,
On behalf of the City of Newton, enclosed is a Fast Track Application submittal for the
subject project. This project is a high priority for the City as this line has required repeated
maintenance in the past several months and its alignment appears to be under existing residential.
structures. The proposed project will re -align the existing sewer lines with identical line size and
establish proper clearances from. all existing structures to bring the system up to minimum design
criteria. Since this project is strictly a rehabilitation project no new flow will be attributed to the
collection system or WWTP, therefore, no Flow -Tracking Forin has been provided.
Please find the tbliowing items enclosed along with a check for the application fee of 8480:
One (1) original and one (I) copy of the Fast Track Application (ETA)
One (1) original and one (1.) copy of the USGS Topographic Map including Street Map
One (1) original and one (1) copy of the Watershed Classification Attachment (WSCAS)
If you have any questions during your review or require -timber information regarding
this project, please do not hesitate to contact us at [phone].
Sincerely,
McGill ASSOCIATES, P.A.
MOZELEY, PE:
Project Engineer
Enclosures
Cc: Mr, Dusty Wentz, PE, City of Newton
Mr. Dennis 'Falder, City of Newton
P: 20 I 6 PRO! FCTS',: I 63) ft 1 ft 8 CITY OF NEWTON - Weft.,7ftside Chip Sewer Rftftftplaceme0,02„ Deftftign Phase Correspondence:Fast Track Cover
LftftverWes ts e Dr,33cfte:
n e n g • Panning • Fiiancc
• /240 .\ 33: ,1,76ftftkftftly,
Office: 224 • Fax.- 21,ft'N.,1N 76 • Iv wftt meg coin

2
Permit Type
E nsion, Pump Stations,
Primary Nevier
S
Permitted Flow
0
Pao
y
ensions
Central Files: APS
1012201
Permit Tracking Slip
Project Type
New Project
Permit Cies&
Individual
Permit onteci Affiliation
rtion
Facility Name
atside Drive Sewe replaciment
Lac on Address
ier
or tnor
Mnor
Fab
y
ntaut Af
on
Region
Mooresville
County
c
pane{
City of N
on
Dates Dates/Events
Owner Type
Gov rent tviu aicipal
Owner Affliiation
E Todd Clark
City Manager
PO Box 550
on
NC 28658
App Roo
1012812018
Re9ulated
Apartment complex
Subdivision
S 'rnming pool backwa'
st ater collection
Outfl
terbaady Name
Scheduled
nitiated issuance Public Notice Issue Effective Expiration
16 10/2812018
Requested 1R Events"
Additional infer short questedAdditional information re ived
Current Class Subbasin

Water Resources
ENVIRONMENTAL QUAIL 1TY
March 1. , 2017
Mr. Todd Clark, City Manager
City of Newton
P.O Box 550
Newton, NC 28658
SUBJECT: Partail Engineering Certification Acknowledgement
W'estside Drive Sewer Replacement
Permit No. WQ0038842
Permitee: City of Newton
County: Catawba
Dear Mr. Clark:
ROY COOPER
Governor
AEL S, REGAN
Secretary
S. JAY
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 3/1/2017. Enclosed
is a certification page for your records. 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. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
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 such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you lasted as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form. PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.or '`wveb/wgLswplps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuvia ilncdenr.gov.
cc: Mr. R.J Mozeley P.E. (E-copy)
Central Files
MRO
Sineerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
RM AN
nJ recl©r
r Carolina ; Environmental Quality Water Rrauurces
0 E. enter Aven te. Suite MI; Mo4>resvllle. NO 2811,5
r-ore:'704-h, 3-'1699 ,IrC,ernel: www=icdenr.gcv

Pr"
FAST TRACK E EN NG C T CAT N
PERMITTEE: CITY OF NEWTON
PERMIT #: WQ0038842
PROJECT: WESTSIOE DRIVE SEWER REPLACEMENT
ISSUE DATE: OCTOBER 28, 2016
MOO FF. FFFSV.F i'FF7 OrPiCE
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Pennittee is responsible for tracking all partial certifications up
until a final certification is received by the Division: A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFIcATI9N.
1, the undersigned agent for the Pennittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof
r
ir),S CI ) -
Printed Name, Title 1 Sinatnri D
ENGINEER'S CERTIFICATION
I, LI . alic, , as a du registered Professional En in the State of North Carolina,
having been authori d to observe (j periodically, 0 weekly, .me) the construction of the
project name and location as referenced above for the above Pemiittee hereby state that, to the best °fitly
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; ISA NCAC 02T; the Division of
Water Resources' (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 w/signature & date:
Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
IdAtip.'"//
C:17:k16' S SEAL
03793 °
--t
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
ivloolesvOe Ref6onal UltiCe
huune: ru4i

'Ara ter Re
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 3/1/17
Project Name: VVestside Drive Sewer Replacement (Partial)
WQ#: WQ0038842
1) A -built has been signed, sealed, and dated by an N.C. PE Z Yes [ No
ROY COOPER
Cimern
MICHAEL S. REGAN
Sec rel wry
S, JAY ZIMMERMAN
rt i
2) Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8 for public gravity or minimum 6" for
private gravity', Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed.: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). EK Yes [1 No 7 N/A
3.) Adequate information. related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T,0305(h)). 7 Yes [1 No
A
4) Is Project design is in accordance with (see section B.13 of ETA 12-12)
'15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) 'Minimum Design
Criteria for 'Permitting of Pump Stations and Force Mains (latest version). Yes I I No Z N/A
If no, a variance approval is required per the requirements of I 5A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) El Yes
If Yes, insure that the permit contains the necessary condition related to high priority lines I 5A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length'?
( I Original length of pipe — As built length /Original length) < 10%.
If no application need to he modified
Yes INo
State ot North Carohlla 1 wrortmetaal Qttafity Water Resources . Water Qtaltty R.ewortat Operator's
Mooresville Regional Office ('ll0 'East Center Avenue., Suite 301 Mooresville, North Carobrut 28115
704 663 1699

Fefru
s t1 €A T F
Mr. Ori Tuvia
NC DEO Di\is
Mooresville l e iotta
610 l . Center Aveni
Mooresville, North
17
Lear Mr. Tin
Res
: Path l Certification No,
Westsidc Drive e t~le F r I eplttcetn t
Permit No, Tof() 842
1
ity of Newton, North Carolina
To the l est oftny knocvledge and in my l rofessictnal opinion the above tat retread project
has been constructed in angst, al compliance with the approved plans and spec cat „Fhi
partial certification itteludes all proposed itnproyetnents from Manhole thole :o. 1 throe It °tttttltole
No. 3. Enclosed for your case are the completed Engineer's Certification and one (1) copy- of plate
sheet "-fell with the aforementioned colitied sewerss highlighted. hted. I'l ase note that the: final
record dra),°ins i11 he prepared tend submitted for your rue( ds with the final
certi f i cation.
h 'aid you have arty. questions or c otrttnettts ref ardin
to contact us at82- ?8-2024.
RJM:rrab
Sincerely,
MeGILL ASSOCIATES, P.
l r jest Engirt
Dusty yT y petit , PE. C.., of Newton
. Dennis Folder, City of Newt
Etta
not
En ne r ng P1 nn tig Finance
Mc l A ss i{ rc t"':. 1240 19lr `.'ire , I rrae NW; ; sac' cry. = °f `28601
2024 add r Tay r.s.Csaran

Water Resources
ESIVMONMENTAL QUALITY
April 24, 2017
Mr. Todd Clark, City Manager
City of Newton
P.O Box 550
Newton, NC 28658
SUBJECT: Partial Engineering Certification Number 2 Acknowledgement
Westside Drive Sewer Replacement
Permit No. WQ0038842
Permitee: City of Newton
County: Catawba
Dear Mr. Clark:
ROY COOPER
Governor
?vtICHAEL S. REGAN
Secretetey
S. JAY LIMMIRVIAN
Owector
The Division of Water Resource's Mooresville Regional Office received the Partial engineering
certification with record drawings for the subject sewer extension project on 4/20/2017. Enclosed
is a certification page for your records. A full review of the certification materials m.ay or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Pennittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, 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 or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.orgiweb/wq/swotps/csi_pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuviar&ncdenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville regional Office.
Division of Water Resources, DEO
cc: Mr, RJ Mozeley P.E. (E-copy)
Central Files
MR()
Stat f North Carolina I Environmental Quality] Water ReSOUTCES
610 E Centet Avenue. GoiteO1 Mooresle, NC 2I5
Phone: '704663-1699,,,'intemQt:www.ticdor go/

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF NEWTON
PERMIT #: WQ0038842
PROJECT: WESTSIDE DRIVE SEWER REPLACEMENT
ISSUE DATE: OCTOBER 28, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation, it should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PE II IEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Pennitte nd tF Pennitte • pre ared to operate & iaintain the
wastewater collection system permitted he
TockA C
Printed Name, Title
1, J/1/kv
ENCIII1ERS CERTFLCATiON
, as a dulyregistered Professional Eineer in the State of North Carolina,
having been auth rized to observe (2 periodically, E] weekly, LJ ful! time) the construction of the
project name and location as referenced above for the above 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 02T; the Division of
Water Resources' (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 w/signature & date:
El Final ErPartial (include description
Certification Comments/Qualifiers (attach if necessary):
arid 1741L Mil Alp. 3 4- iv‘i Adv.
ipe..
/A150 ri-Pc( ' ;
0\01106,/,
CARd
SEAL T. "
NC DWFt - Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
DI-tnna, 171141 Ag.1.1g4q PAX. (1(141,Alq WM11

ROY COOPER
Governor
MICHAEL S. REGAN
seerero7
Water Resourcir,..s
S. JAY ZIMMERMAN
Ihrevror
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 4/24/17
Project Name: Westside Drive Sewer Replacement Number 2 (Partial)
WQ#: WQ0038842
1) As -built has been signed, sealed, and dated by an N.C. PE Yes —1 No
Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). Yes [1 No 1 N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). —1 Yes 1 1 No N/A
4) Is Project design is in accordance with (see section B.I3 of ETA 12-12)
I5A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). 0 Yes E No N/A
If no, a variance approval is required per the requirements of I 5A NCAC 02'F.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAtiT. an .0402(2))
Yes
Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
( I Original length of pipe — As built length Original length) < 10%.
If no application need to be modified
Yes No
State of North Carolinal'Environmental Quality 1 Water ResourceslWater Quality Regional Opeiations
Mooresville Reponal Otfice161.0 East Center ArelItte, Suite 3011Mooresville, North Carolina 28 t 15
704 663 1699

April 19, 2017
Mr, Ori Tuvia
NC DEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
Dear Mr. Tuvia:
RE: Partial Certification No, 2
Westside Drive Sewer Replacement
Permit No. WQ0038842
City of Newton, North Carolina
To the best of my knowledge and in my professional opinion the above referenced project
has been constructed in substantial compliance with the approved plans and specifications. This
partial certification includes all proposed improvements from Manhole No. 3 through Manhole
No, 4, Enclosed for your use are the completed Engineer's Certification and one (1) copy of plan
sheet C-101 with the aforementioned certified sewers highlighted. Please note that the final
record drawings will be prepared and submitted for your records along with the final
certification.
Should you have any questions or comments regarding this certification, please do not
hesitate to contact us at 828-328-2024.
ciinsjin
Enclosures
Sincerely,
McGILL ASSOCIATES, P.A.
MOZELEY, PE
Project Engineer
Cc: Mr. Dusty Wentz, PE, City of Newton
Mr, Dennis Falder, City of Newton
En gi n e er ing Planning
Finance
MrGill Ayslyciatev, PA. 1240 .1 901 Sweet, Lane NW, Hickory, 't,rC." 28601
Office: 828,32&2024 FaX.[phone] wwwmegillengineery com

Water Resources
ENVIRONMENTAL QUALITY
June 27, 2017
Mr. Todd Clark, City Manager
City of Newton
P.O Box 550
Newton, NC 28658
SUBJECT: Partial Engineering Certification Number 3 Acknowledgement
Westside Drive Sewer Replacement
Permit No, WQ0038842
Permitee: City of Newton
County: Catawba
Dear Mr, Clark:
ROY COOPER
Gownwr
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the Partial engineering
certification with record drawings for the subject sewer extension project on 6/26/2017. Enclosed
is a certification page for your records. 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. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
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 such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, 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 or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.orwebiwALswp/psics/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuviancdenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr. R.J Mozeley P.E. (E-copy)
Central Files
MRO
Slate of North Carolina ...nvtronrnerttal Quality Water Resources
610 E, Center Avenue, Suite 301, Mooresville, NC 28115
Phone:104-663,1699 1 Internet www,ficrtent,gov

11PPPr
FAST TRACK SE
P'ERMITTEE: CITY OF NEWTON
PERMIT #: WQ0038842
PROJECT: WESTSIDE DRIVE SEWER REPLACEMENT
ISSUE DATE: OCTOBER 28, 2016
R ENGINEERING CERTIFICATION
This project shall not be considered complete Derr allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required docurnentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pcrrnittcc to
appropriate enforcement actions. The Pertnittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERmirri'EE's C'F.RTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Pennitte°, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or poi ons titer
F. JL e-10.1-1
Printed Name, Title
ENGINEER'S CERTIFICATION
Mu zc. , as a du registered Professional l rl ineer in tyre State of North Carolina,
having been auth to observe (periodically, 0 weekly, [� full titre) the construction of the
project name and location as referenced above for the above Pennittee 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; 1 SA NCAC 02T; the Division of
Water Resources' (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 w/signature & date:
0 Final
26"-artial (inc
de description)
Certiferrtrcrn Corrtrrrents/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC
hllnnrocuaiflo Rmninnyl flffirca
Phnnar 17Ci41 AF _1Fgq FAX' '711M-.Fa E- r9QC1

eGill
A S S 0 CIATES
June 22, 2017
Mr. Ori Tuvia
NC DEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 281.15
RE: Partial Certification No. 3
Westside Drive Sewer Replacement
Permit No. WQ0038842
City of Newton, North Carolina
Dear Mr. Tuvia:
To the best of my knowledge and in my professional opinion the above referenced project
has been constructed in substantial compliance with the approved plans and specifications. This
partial certification includes all proposed improvements for line A from Manhole No. 4 through
Manhole No. 7 and for line B from Manhole No. 7 to Manhole No. 16,
Enclosed for your use is the completed Certification page and one (1) copy of the plan
sheets C-101, C-102, and C-1.03 with the aforementioned certified sewers highlighted. Please
note that the final :record drawings will be prepared and submitted for your records along with the
final certification.
Should you have any questions or comments regarding this certification, please do not
hesitate to contact us at 828-328-2024.
Sincerely,
McGiLL ASSOCIATES, P.A.
P
R.J„ MOZELEY, PE
Project Engineer
SA:rjm
Enclosures
Cc: Mr„ Dusty Wentz, PE, City of Newton
Mr, Dennis Falder. City of Newton
Engineering • Planning
Finance
McGill Associates, P,A. • 1240 19th Street, Lane Ali< Hickory, NC 28601
Ofice: 828,328,2024 - .1ax: 828.328.3870 • 1,1,147W mcgillengincers.corn

iVcin.:.??.."Resource,5
EN V EVN
ROY COOPER.
Cowmar
MICHAEL S. REGAN
&crew?),
S. JAY ZIMMERMAN
Dihector
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 6/27/17
Project Name: Westside Drive Sewer Replacement Number 3 (Partial)
WQ#: WQ0038842
1) As -built has been signed, sealed, and dated by an N.C. PE Yes P No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
Yes No N/A
diameter of manholes shall be 4 feet (48 inches).
Proper cleaning capabilities was ver kW (See email)
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)).
Yes —1 No N/A
4) Is Project design is in accordance with (see section 13.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). —1 Yes P No
N/A
If no, a variance approval is required per the requirernents of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (1.5A NCAC 02T .0402(2)) El Yes No
if Yes, insure that the permit contains the necessary condition related to high priority lines I5A
NCAC 02T.0.403 (a)(5)
6) Is the Sewer As -built length within 10%of the fast track applied Length?
(1 Original length of pipe — As 'built length / Original length) < 10%. Yes ri No
If no application need to be modified
State of North .Carolinal Environmental QualityWater Resources Water Quality .Regional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 301 .Mooresialle, North Carolina 28115
704 .661 1699

From: RJ Mozeley <[e-mail]>
Sent: Tuesday, June 27, 2017 9:43 AM
To: Tuvia, Ori A
Subject: RE: Westside drive sewer partial cert #3
Good morning Mr, Tuvia,
The lengths p
distance grea
vided are correct, The City has the capability of performing routine maintenance with their jet truck for a
r than the nominal max of 425',
This jet truck was actually used during the survey phase of the project to push a tracer wire through the existing failing
sewers which had no visible manholes in certain areas as we were trying to verify the existing sewers' alignment. I
witnessed that exercise which extended the jet nozzle a minimum of 450' withsome hose still remaining on the reel of
the jet truck.
If we need to discuss any
Thanks,
R.VMozeley, PE
Engineer
McGill
ASSOCIATE S
1240 19- Street Lane NW I (Hickory, NC 28601
Phone: 82.8„328,2024 I Cell: 828,228,4230 I Fax: 828,328387
[e-mail] I www,rnc iil� rgine
know.
From: Tuvia, Ori A (mailto:[e-mail]]
Sent: Tuesday, June 27, 2017 9:11 AM
To: RJ Mozeley<[e-mail]>
Subject: Westside drive sewer partial cert #3
Mr. Mozeley,
I wanted to confirm the as built pipe length of the gravity sewer for the subject project for the sewer line between
manhole 3 and 4 and manhole 4 and 5.
The drawings I received showing them being longer than the maximum length allowed (425 feet) between manholes.
Thank you,
Ori Tuvia
Environmental Engineer
NC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: [phone] Fax: [phone]

n tuviaancdenr; v
thing

Water Resources
ENVIRONMENTAL QUALITY
August 22, 2017
Mr. Todd Clark, City Manager
City of Newton
P.0 Box 550
Newton, NC 28658
SUBJECT: Final Engineering Certification Acknowledgement
Westside Drive Sewer Replacement
Permit No. WQ0038842
Permitee: City of Newton
County: Catawba
Dear Mr. Clark:
ROY COOPER
Governor
MICHAEL. S. REGAIN
Secretary
S. JAY Z
The Division of Water Resource's Mooresville Regional Office received the Final engineering
certification with record drawings for the subject sewer extension project on 8/22/2017. Enclosed is a
certification page for your records. 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, However, if a full technical review is conducted, you will be notified
of any items of non-compliance.
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 such copy from your consultant, please contact.
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. ff this
permitted system is no longer owned by you or your company, please complete Form PNOCF since
the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp,lpsfcs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuvial?ncdenr.gov,
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr. R.J Mozeley P.E. (E-copy)
Central Files
MRO
ERMAN
Director
State of North Carolina 2 rt ircrarrserltal Quality Water Resoruces
6100 E. Conte Avenue, 6 ,;@> Mooresville, N0 26115
Whore: 7G4-663-1699 i Int&nit: vyww n ent.gov

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF NEWTON
PERMIT #: WQ0038842
PROJECT: WESTSII)E DRIVE SEWER REPLACEMENT
ISSUE DATE: OCTOBER 28, 2016
RECENED;NCDENRIDWR
WQR()S
MOCq:VESVii„.LE fiECIONACi„ OFFICE
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the pennit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification Ilia be a complete set of
record drawings and decalculations r rdless of whether partials have been submitted*
topTTE_VSCERTWICATION
I, the undersigned agent for the Perniittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Pennittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
,‘Texate(0-1,P,4-k 6. AlA41
Printed Name, Title Signature
ENGINEER'S CERTIFICATION
3 J, jfl04' , as adlylgistered Professional Engineer in the State of North Carolina,
having been authored to periodically, El weekly, U full time) the construction of the
project name and location as referenced above for the above Pemtittee hereby state that,. to the best of my
abilities, due care and diligence was used in the observation of the constniction such that the construction
was observed to be built within substantial compliance of this pennit; ISA NCAC 02T; the Division of
Water Resources' (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 I, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal wisignature & date:
r/Etta' 0 Partin ude description)
Certification Co nts/Qualifiers (attach if necessary):
voi II
\\\\•
C f?
•
SEAL
D37937 •
' •
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional (Mice riik/1/41:104)'63,3

uut 16, 2017
Mr. Ori. T via
NC DEQ Division Xision of Water 1 e niirces
Mooresville Regional icanal Office
610 E. Feaster Avenue, Suite 'µ 01
Mooresville. North rtla `artaliaaa ? 11
Lear IMr. Tu ia:
r'e t;iile:Dri e Sewer l.elaltt
Permit No, WQ0038842
City of Newton, ton, North Carol
o tlae. last of rfxy 1 atowl ge and in and° pro s anal opinion the above refererieeal
project has been constructed in substantial ccann Bence with the approved plans and
specifications. This certification. includes all proposed sect improvements, t for line A from Ivlaaahc le
No. 7 through Manhole 11o. 1 4, line B front Manhole No. . 16 through Manhole Thole No. 17, acid lime
from Manhole No, 10 thrcaManhole No. 22;
Enclosed for your
hee -102 and -10with the to
Should jyou have an
to contact us at 828
i:rj
to 1 Certiticaticaaa page and one(
one l ceitifred sewers hghlili
iaacer€1
1°'let 1i 1.ASSOCI. TES, P.A.
plain
ed.
egar ling tlai: certitication, plea, e do not
nclrasure
R.J. MOZEL PE
Project Engit
e: Mr. Dusty VoltzILL °it>iif Newton
Mr, Dennis rai Fatt..er, C tote
E n ng
111I,TC; 11
Office:
Planningnance
) •tat . , P f. t 419th .Strc e
Ftz.
fly o:.': 601

Water Resources
L'AV1ROhne ENT AL Gik„“.• T
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 8/22/17
Project Name: Westside Drive Sewer Replacement (Final)
WQ#: WQ0038842
1) As -built has been signed, sealed, and dated by an N.C. PE Yes
No
ROY COOPER
(iowrnor
MICHAEL S. REGAN
Secrwars
S. JAY ZIMMERMAN
I )1reclor
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall he 4 feet (48 inches). Yes No E N/A
Proper cleaning capabilities was verified (see email)
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). [1 Yes fl No N/A
4) Is Project design is in accordance with (see section B.1.3 of .FTA 12-12)
1.5.A NCAC 0211 Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). Yes
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file,
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ri Ves
If Yes, insure that the permit contains the necessary condition related to high priority lines I5A
NCAC 02T0403 (a)(5)
6) Is the Sewer As -built length within 10910 of the fast track applied Length?
Original length of pipe — As built length / Original length) < 10%,
lino application need to be modified
Yes EJ No
State of North Carolina Environsneotal Quality Water Resources Water QtAality Regional Operations
Mooresville Regional Office 6 0 East Center Avenue,. Shiite 301 Vooresville, North Carol in3 28115
704 663 1699