WQ0036254_Regional Office Historical File Pre 2018 (2)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor director Secretary
November 27, 2012
City of Newton
Mr. Wilce Martin, Public Works & Utilities Director
P,©. Box 550
Newton, NC 28658
Subject: Permit No. WQ0036254
W 18th to W 15t' Sewer Rehabilitation
Project
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr. Martin,
In accordance with your application received on November 21, 2012, we are forwarding
herewith Permit No. WQ0036254 dated November 27, 2012, to the City of Newton for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permtttee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein, Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board,
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] l Fax: [phone] \ Custao°ner Service: 1-877-623-6'748
Internet: ,nrww.ncwaterqual'ity.orq
An Equal! Opportunity tAffirrnattve^Action Employer -50to Recyciedi1O Pest Consumer caper

Mr. Marl n --
Page 2
November 27, 20 11
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 for the construction and operation of approximately 650 linear feet of 8-
inch,, 460 linear feet of 10-inch, 1696 linear feet of 12-inch gravity sewer, and the discharge of Zero (0)
gallon per day of domestic wastewater into Clark Creek Wastewater Treatment Plant VVWTP existing
sewerage system pursuant to the application received November 21, 2012 and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Clark Creek
WWTP (NPDES No,NC0036196) prior to being discharged into the receiving stream,
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the City of Newton, The City of Newton must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the VVWTP
permitted limits and their collection system permit WQCS00044,
tf any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding..
If you need additional information concerning this matter, please contact Samar Bou-Ghazale at
[phone],
Sincerely,
Charles Wakild, P.E., Director
cc: Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central 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 t the
following specified conditions and limitations:
1, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
0
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b, A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented..
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year), Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4, This permit shall not be transferable. In the ertFIFe 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.
Per 15A NCAC 2T ,0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities,
8. Failure to abide by the conditions and limitations contained in this permit, 15A NCAC 2T: the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215,6C.
9 In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B ;0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a; Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b, Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed inforrnation is permissible, but shall not be considered as the
initial verbal report, Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part l 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 recurPart 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 27°' day of November, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, P.E,, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Per it Number WQ0036254

E Partial
Fast Track Engineering Certification
Permit No, VVQ0036254
November 27, 2012
Own erANQCS/WWTP
Wilce Martin
City of Newton
P.Q. Box 550
Newton, NC 28658
PE
David Richmond
McGill Associates, P.A.
P.O. Box 1136
Hickory, NC 28601
Complete and submit this form to the permit issuing regional office with the following,
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this_permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
n Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, weekly, 1 full time) the construction of VV18th to W15th Sewer
Rehabilitation Project, a Catawba County project for the Permittee, hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineers
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

Z lb
USE THE TAB KEYApplication Number:
TO MOVE FROM FIELD TO FIELD f 00
(to be completed by DWQ)
Owner/Permittee:
City_of Newton
Full Legal Name (company, municipalityHOA, utility, etc)
Wilce Martin, Director of Public Works and Utilities
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc The legal entity who will own this system is:
Ell Individual E Federal Municipality El State/County Li Private Partnership El Corporation Z Other (specify):
0 ld, Post Office Box 550
U-
Z
z
0
0 6
a.
Mailing Address
if North Carolina
State
lh. [phone] li 1j.
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. W 18Ih to W 15th Sewer Rehabilitation Project 2b. Catawba
Brief Project Name (permit will refer to this name) Courity Where Project is Located
3. Contact Person:
3a, Dave Richmond, PE — Design Engineer
1 e Newton
City
1 g. 28658
Zip Code
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. dave.richmond@mcgillengineers,com
Phone Number E-mail
1 Project is N New Ei] Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item B(3)) LJ Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
Ej Retaining Ownership (i,e, store, church, single office, etc) or Public Utility (Instruction C)
• Leasing units (lots, townhomes, etc. - skip to Item B(3)) n Homeowner Assoc./Developer (Instruction D)
El Selling units (lots, townhomes, etc, - go to Item B(2b))
3. City of Newton
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
4a. Clark Creek Wastewater Treatment Plant
4b. NC0036196
Name of WWTF WWTF Permit No.
5a, City of Newton 15b„ 12-inch Gravity 5c. VVQCS00044
Owner of Downstream Sewer Receiving Sewer Size Li Force Main Permit # of Downstream Sewer (Instruction E)
The origin of this wastewater is (check all that apply):
Residential Subdivision
LI Apartments/Condominiums
Li Mobile Home Park
El School
Z Restaurant
[1:1 Office
IZ Retail (Stores, shopping centers)
Ei Institution
Hospital
fl Church
LJ Nursing Home
El Other (specify):
7. Volume of wastewater to be allocated or ermitted for this particular project
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why,
E] Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
% Domestic/Commercial
% industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
ETA I 2107

z
0
0
9. Provide the`wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B('7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f)..
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
8 650
10 460
12 1696
New Gravity or Additional'.
Force Main
Gravity
Gravity
Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on planslmap for reference)
Operational PointPower Reliability Option
GPM @T DNS 1 permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator wlATS; Force Main Size Force Main Lengths
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power '' eliability Option
(MGD) GPM TDH 1 - permanent generator wIATS; Force Main Size Force Main Length
2 portable generator wIMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
YesCE1 No If Yes, permit number of 2nd treatment facility
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
Yes El 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
1107

Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Cressings - General Permit or 401Certification? El Yes El No Z N/A
Sedimentation and Erosion Control Plan? El Yes No El N/A
Stormwater?
15, Does this project include any high priority lines, isee 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference
manholes)? These line will be considered h' h prif and must be checked once e ix months
Check if Yes: El and provide details
One (1) aerial crossing — Approximately 70 If of 8-inch ductile iron gravity sewer
Ej Yes LJNo Z N/A
1 Owner/Permittee's Certification.. (Signature of Signing Official and Project Name)
/, yVilce Martin, attest that this application for W leh to W154"' Sewer Rehabilitation Project has been reviewed by me
and is accurate and complete to the best of my knowledge, I understand that if all required parts of this application are
not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete, Note. In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penaltie up t $25,000 pe
la
S sning Offlcial Signatu
i2 la
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I 1 AL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITYi
u) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC REFER TO 15A NCAC 02T 0305
0
2 Professional Engineer's Certification. (Signature of Design Engineer and Project Name)
1, David Richmond, attest that this application for W 18 to W le Sewer Rehabilitation Proiect 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 Minirnwn 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 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 be consistent with the
proposed design, Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. David Richmond, PE
Professional Engineer Name
2b. McGill Associates, P.A.
Engineering Firm
2c. Post Office Box 1136
Mailing Address
2d. Hickory
City
2e NC 2f 28601
State Zip
CAR,142
• • •
Ss/ • ./.1,
SEAL
033635 •
2g. [phone] 2h, [phone] 2i, davesichmond4mcgilengifieers.corn
Telephone Facsimile E-mail NC PE Seal, Signature & Date

FORM WSCAS-O/2012
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
8 to 1 `' Sewer Rehabibitation Project
me Engineering Firm Name
David Richmond, Engineer d,gIPE Na
McGill Associates, P.A.
Location River Waterbody Stream Waterbody
ID Name of Waterbody' County Basin index No. Classification
Unnamed Tributary �Itary to Catawba'Catawba "11-129-5-3 C
A i
C rFP L�
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributaryjoins.
I 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 OF FOR WSCAS-0
012
**
FORM: WSCAS-0312012
Page 1 of 1

' AlfVitoqt
PROPOSED
GRAVITY SEWER
REPLACEMENT
W 18th 0 W15ti SEWER REHABILITATION PROJECT
CITY OF NEWTON
CATAWBA COUNTY, NORTH CAROLINA
NEWTON QUADRANGLE MAP
UNNAMED
TRIBUTARY TO
HILDEBRAN
CREEK (LOCATION
ID A)
McGill
a .
13
--"-,-,-.,',,,,...„,„:• .:0,,A0,,00000,0t0a400, „:d,0„0 :10,:0.,00..0 .„_,''
?
—
,
ft'
ASSOCIATES
NEERING,PLANNING-FINANCE
OAD STREET AStIEWILLE. NC (82.8) 252-0575

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: City of Newton, NC
Project Name for which flow is being requested: W. 181h to W. 151h Sewer Rehabilitation
,klore than one FT'S E-10/0 7 tnay be required for a single project if the owner oldie ltATP is not responsible fin. ail
pump stations along the route of the proposed wastewater flow
1. Complete this section only if you are the owner of the wastewaterre ent plant.
a. WWTP Facility Name: Clark Creek WWTP
b. WWTP Facility Permit 4: NC0036 i 96
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP 'facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility:
h. Percent of permitted flow used
All flows are in MGD
5.0
0 .0
1.9
0
1.9
35`)/0
11. Complete this section for each station a
proposed wastewater flow.
List pump stations located. between the project connection point and the WWTP
Pump Station Name
sible for along the route of this
Approx. Capacity, MGD .Approx. Current Ay'
(Firm/Design) Daily How, MGD
111. Certification Statement
1. Todd Clark certify that, to the best of my knowledge, the addition of the volume of wastewater to
be permitted 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 sewer
overflows or overburden any downstream pump station en route to the receiving treatment plant under
normal circumstances. 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 11 for which I am t' relunsible part Si' nature of this form indicates acceptance of this
wastewater flow.
Signing qmciai SInaIu
Da e

prr:
Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section
a, WWTP Facility Name: Enter the name of the Vv 1 P th
will receive the wastewater
b. WWTP Facility Permit 4: Enter the NPDES or Non -Discharge number for the WWTP receiving th.
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated fl not v ibuta r th !WTP MG"): This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator.
for information on industrial flow tributary to your WWTP.
As ofJanuary 15, 2008 the POTW should have reviewed flow allocations made over the last. two
years and reconciled their flow records, to the best of their ability. so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60°,10 of permitted flow used. Annual updates shall be submitted. to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used. reaches 60%. Semi-
annual time period are defined as January I through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15. and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl. (jan-Feb-Mar): Qtr2 (Apr -May -Jun); Qtr3 (jul-Aug-Sep), Qtr4 (Oct-Nov-)ec),
Quarterly updates shall be submitted to the appropriate Regional Office by April 1.5, July 15, October
15 and January 15 of each year.
e. WWTP fa.cility's actual avg. flow, MOD: Previous 12 month average.
Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facilitN, MGD Equals [d f e
h. Percent of permitted flow used Equals [(g. / c)* 1 001

tip
to ,lanaaary 15 a POTW With a per fitted ONV ot6i.il 1 fICr ,reported to the Re ,ional'OfFirc;e that th re
is 0.5 «t'IGD cat tlow that is obligated but not yet tributary; The annual average for 2007 i 2.
MG),,
The first Farrar FTS1w-1 0/07 subnau
e.6,0 MGI
d.=0.5 MG')
.. T 2.7 MCI
t. = 0,015 G[
3.21 Mt3I
1t. ,= 53,6
d atter,lanuary 15 ?(1Cl8 may° laas nunrbers life this;
ae t l=crr raa FTSI - 10/ 7 al" ` be updated 1i
6.0 MGD
k. 0.515 MCI)
-- 2. 73 MCI-)
0.102 MGD
3.39 MGT.)
8
Each subsegtaent i°farm
Section 1I
1 ist the narnery approximate pump staticxra firm (design capacity and appro. ate current average flow
(previous 1 months) through the pumps taticart for each pump on that a iII be impacted by the
proposed sewer extension project. 1nc.lude the -proposed flow thi project and other t1catss that ha
been approved for the pump station but are scat yet tributary.
S1
7 Vbill be
d it
annex°
(design) raga ity is tpae design a °era s daily flow catthe pump static n as ealr ulatedby the desig
leer car° the station eaparity with the largest pump out of seriiire as per the 1 lirairnurn t)esigra Criteria.
e design eapacity' is un nos n
Section 111
Foam iP"1TSI.-1 ti.r`07 rtaust be signed by the appropriate t tt5cial as per 1 5 a NCAC 0.
06..

November 20, 201
Mr, Rob Krebs, Supervisor
Surface Water Protection
Mooresville Regional Office
North Carolina Department of Environment
and Natural Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: East Track Permit Application
W 18101 to W 15'1' Sewer Rehabilitation
Project
Catawba County„ North Carolina
Dear Mr. Krebs:
On behalf of the City of Newton, please find enclosed a Fast Track for the referenced
sanitary sewer extension project. The project consists of the replacement, of approximately.'
6501...E of 8-inch gravity sewer line,. 41601,,E of 10-inch gravity sewer line and approximately,'
1700LE of 12,-inch gravity sewer line with lines of equivalent lengths and sizes. The project is
adjacent to an Unnamed Tributary to Flildebran Creek, which is classified as type "C". All
wastewater flows will. be conveyed and treated at the existing Clark Creek Wastewater Treatment
Plant, which is owned and operated by the City of Newton, No additional amount of flow will be
generated throug.hthis project Enclosed with this letter please find the .following:
Two copies of Fast -Track Application (ETA 12/07 ver5)
Check 037512 in the amount of $480.00
Two (2) copies of Flow Tracking/ Acceptance for Sewer Extension Permit AR ...cation
(ETSE-10/07)
Two (2) copies of USGS Topographic Map with Project Location
--Iwo (2) copies of Watershed Classification Attachment (WSCAS-03/2012)
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Should you have any questionsr require dditi f l information Pt do not hesitate to
1t eat 28) 328-2024 at your earliest convenience.
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Central Files: APS SWP
11/27112
Permit Number WQ0036254 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1,00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
0
Facility
Facility Name
W 18th to W 15th Sewer Rehabilitation Project
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Catawba
Facility Contact Affiliation
Owner Name
City of Newton
Dates/Events
Orig Issue
11127/12
App Received
11/21/12
Regulated Activities
Restaurant
Retail
School
Subdivision
Wastewater collection
Outten NULL
Draft Initiated
Scheduled
Issuance
Owner Type
Government - Municipal
Owner Affiliation
Wilce Martin
Director Public Works
PO Box 550
Newton NC 28658
Public Notice Issue Effective Expiration
11/27/12 11/27/12
ReguestedlReceived Events
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

BB&T (CONTROL SBURS MEN"E y) BB&T
66.112531
DATE AMOUNT
037512
CHECK
11/15/2012 $480.00 37512
This instrument has been pre audited In the manner required
by the Local Government budget and beset control act
VOID AFTER 60 DAYS
PAY
TO
THE
ORDER
OF
CENTRAL DEPOSITORY ACCOUNT
Post Office Box 550 • 401 N. Main Ave.
Newton, North Carolina 28658
Four Hundred Eighty and 001100 Dollars
NC DENR
DESIGN MANAGEMENT UNIT
1633 MAIL SERVICE CENTER
RALEIGH, NC 27699-1633