WQ0031736_Regional Office Historical File Pre 2018

tvtichad F. [aley.Goernm
William G. Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W.. Klimek, r i Director
Division of Water Quality
May 21, 2007
Mr. Martin D. Wilson, Public Works Director
City of Newton
Post Office Box 550
Newton, North Carolina 28658
SubjectPermit Nov WQ0031736
City of Newton
Target Distribution Center Water, Sewer
and Road Facilities
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr, Wilson:
In accordance with your application received on May 16, 2007, we are forwarding herewith
Permit No. WQ0031736, dated May 21, 2007, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable, 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application, It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules, Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215,6A through §143-215,6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] Fax. [phone] Internet; http./Th2o enr.state.nc.us
One
NorthCarolina
Naturally
An Equal OpportunityrAffirmative Action Employer - 50% Recycled110-% Post Consumer Paper

Martin D. Wilson
Page 2
May 21, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Newton for the construction and operation of approximately 596 linear feet of 8-
inch gravity sewer and 1,090 linear feet of 6-inch gravity sewer; a 275-gallon per minute purnp station
with duplex pumps, on -site audible and visual high water alarms, on -site generator with automatic
transfer switch to serve 1,200 employees as part of the Target Distribution Center Water, Sewer and
Road Facilities project; and the discharge of 30,000 gallons per day of collected domestic wastewater
into the City of Newton's existing sewerage system, pursuant to the application received May 16, 2007,
and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Newton's
Clark Creek WWTP (NPDES No, NC0029024) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
an W, Klimek, RE,
cc: Mooresville Regional Office, Surface Water Protection (Fast Track Sewer Ext Files)
Charles A. Willis, P.E., Willis Engineers
Surface Water Protection Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3 The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T ,0403, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years,
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6, Per 15A NCAC 2T ,0116, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
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 information is permissible, but shall not be considered as the initial
verbal report, Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur, Part 11 of Form CS-SSO (or the most current. Division approved form)
can also be completed to show that the SSO was beyond control.
12. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is a 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.
Permit issued this the 21 ` day of May, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031736

Fast Track Engineering Certification
Permit No. WQ0031736
May 21, 2007
Martin D. Wilson, Public Works Director
City of Newton
PO Box 550
Newton, NC 28658
Charles A Willis, PE
Willis Engineers
1520 South Blvd. Suite 210
Charlotte, NC 28203
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 re uired for han esultin in non-com liance with this e ulations 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
fl Partial r Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe al periodically, LI weekly, El full time) the construction of the Target Distribution
Center Water, Sewer and Road Facilities, 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 27; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable, and other supporting materials,
North Carolina Professional Engineer's
seal, signature, and date.
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

. RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE .MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
I, Owner:
la, City of Newton
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number:
(to be completed by DWQ)
:v., 64k -
• lb. Martin D. Wilson, Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
Cd 111 Individual LI Federal Ni Municipality [:1 State/County 0 Private Partnership 0 Corporation El Other (specify):
O ld. Post Office Box 550 le, Newton
LL Mailing Address City
lf, North Carolina lg. 28658
State
lh 828.465.7460 1i. 828,465.7422
Telephone Facsimile
2. Project (Facility) Information:
—il 2a, Target Distribution Center Water, Sewer and RoadFacikties 2 . Catawba
Brief Project Name (permit will refer to this name) County Where Project is Located
CL
< 3, Contact Person:
• 3a, Jim C. Stowe, P.E., PEdiect Eogtineer, Willis Engineers, 1520 South Blvd. Suite 210 Charlotte, NC 28203
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704.338.4671
3c. [e-mail]
Phone Number E-mail
z
0
LL
rLi
Zip Code
1j, N/A
E-mail
1. Project is E] New 0 Modification (of an existing permit) If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizeflength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and 8(10-11) that has already been included in the original permit.
2. Owner is El Pubiic (skip to Item B(3)) 0 Private (go to Item 2(a))
2a, If private. applicant will be: ,2b. If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e: store, church, single office, etc.) or 0 Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc, - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction IV)
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
3 City of Newton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Clark Creek Waste Water Treatment Plant
Name of WWTF
4b. NC0036196
WWTF Permit No.
5a. City of Newton 5b. 8-inch _ El Gravity 5c. WQ0029024
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
El Residential Subdivision
Apartments/Condominiums
Ej Mobile Home Park
O School
Li Restaurant
D Office
0 Car Wash
O Institution
0 Hospital
O Church
0 Nursing Home
El Other (specify): Warehouse
100 % Domestic/Commercial
7. Volume of wastewater to be allocated for this particular project: 30,000 gallons per day
*Do not include previously permitted allocations
8, If the permitted flow is zero, indicate why:
Ij Interceptor Line - Row will be permitted in subsequent permits that connect to this line
I] Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow expected
% lndustrial
% Other (specify):
2 )3 -1
eN% 3 04:0,5

ACK APPLICATril N for 3R,AVI1 Y S.ENVERS, PUMIP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
,0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3),
Target Distribution Center, 1200 employees at 25 GPDlemployee 30,000 gpd /
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8-inch 596
6-Inch 1090
Gravity or Force Main
(use the pull down menu)
Gravity
Force Main
ENTER TOTAL LINE LENGTH IN MILES 0,32
(-) 1, Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
0 Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator witelemetry; 4-wet well storage)
dtt
1 0.38 275 @ 70,0 2
0
LL
z
ai
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Z Yes [I] No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval'?
Wetland/Stream Crossings - General Permit or 401 Certification? [1.] Yes [I] No Z N/A
Sedimentation and Erosion Control. Plan? Z Yes Z No El] N/A
Stormwater? LI Yes El No Ej N./A
14. Does this project involve aerial lines or siphons.? Check if yes:Lil
'Mese ines,' will be C(,)fiSiCered hir..111 orioritv and m.ul t necked on '0 every 5ix- months
15, Does this project have gravity sewer 1ines designed at minimum slopes? EI
Be aware Ina! h Cl accept mstalleAHnes nlore Mart 10'N., flatter than the inHirnurn slope LJne, ciut..;ide 1 o toloqwce0 LI be.
corrected oriof Ihe final efigineenn-3 certficaijoil
FTA. 01'1)3 - Rev,. .3 04/05

ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE
NS PAGES.
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS) to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0 0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
▪ 0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
LL
• Location ID on Map
(1) (self chosen - as shown on Name of Waterbody Stream Waterbody
i< map for cross-reference) Waterbody County River Basin Index Classification
Unnamed tributary of
1
South Fork Catawba Catawba Catawba 11-129- (0.5) WS-V
C. STREAM
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Applicant's Certification:
la,
U) 2
0
I, Martin D. Wilson attest that this application for Target Distribution Center, Water, Sewer and Road Facilities has been
reviewed by me and is accurate and complete to the best of my knowledge, understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete, Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per via gn.
Date
I attest that this application for Target Distribution Center, Water, Sewer and Road Facilities has been reviewed by me andi
is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance, Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that 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.
Signing Official Signature
Professional Engineer's Certification:
2a. Charles A. Willis, PE
Professional Engineer Name
2b. Willis Engineers
Engineering Firm
2c, 1520 South Blvd, Suite 210
Mailing Address
2d, Charlotte
2e NC 2f 28203
City State
2g. 704,377.9844 2h. 704.377,2965 2i. N/A
Telephone Facsimile
Zip
E-mail
Sea, Signature & Date
FFA 02/03 Rev. 3 04/05

LAMS ENGINEERS
QUADRAN: ,,,,E: 1 C- C Y, NC
CITY OF NEWTON
WATER, SEWER. AND ROAD FACILITIES
TARGET DISTRIBUTION CENTER
`.ATE
APRIL 200
'PR ETr—isi75-
949 04 1
r 1GURE

lls ENGINEERS
May 15, 2007
NC Department of Environment and Natural Resources
Division of Water Quality
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
Subject: City of Newton
Target Distribution Center, Infrastructure Facilities
Fast -Track Application
Gentlemen:
949.041 (34)
MAY 1 2007
rtne
tA0 it*
On behalf of the City of Newton we are submitting an application package for the
construction of "Contract 23.0 — Water, Sewer and Road Facilities". Enclosed please find
the following for your review and approval:
The original and one copy of the Fast -Track Application form,
A USGS Topographic Map illustrating the proposed sewer.
A check in the amount of $400 from the City of Newton.
We look forward to your favorable review and approval of the proposed construction.
Should you have any questions or if we may aid in your review, please feel free to contact
me at 704,338.4671.
Yours very truly,
WILLIS ENGINEERS
Jim C. Stowe, P.E,
Attachments
cc w/Attachments: Mr. Glenn J. Pattishall
Mr, Martin D. Wilson
'1520 South Boulevard.
Charlotte, North Carona 28203
704,377.9844 Fax -704,377,2965

Central Files: APS SWP
05117/07
Permit Number W00031736 Permit Tracking Stip
Program Category
Non -discharge
permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonjaibasinger
Permitted Flow
30000
Facility
Facility Name
Target Distribution Center
Location Address
Owner
Owner Name
City of Newton
DatesiEvents
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Ong Issue Apo Received
05/16/07
Region
Mooresville
County
Catawba
Facility Contact Affiliation
Draft Initiated
Regulated Activities
Commercial or industrial, other
Wastewater collection
Outfall
Waterbody Name
Scheduled
Issuance
Owner Type
Government - Municipal
Owner Affiliation
Martin Wilson
PO Box 550
Newton
Public Notice Issue
e5/2)
NC 28658
Effective Expiration
RequestediReceived Events
Additionai information requested
Additioilal information received
Stream Index Number Current Class Subbasin

FAY
TO Tt9E:
ORDER
E ONI*MJ a NOLO O-DETAILIS ON 'BACK.
VOID IF NOT CASHED WITHIN 80 DAYS
e!(AF 7F A Wi9AC Y'Ni
Central Depository Account
Punt 0IIICe (3cx 550 • 401 N. Main Ave.
Newton, North Carolina 28658
Four hundred d and 0r 100 :
N1, UENR (WATER)
DIVISION OF 1U\TER 00AI 'TY
.617 MAIL SERVICE CENTER
RALEI'GH NC 27699-1617
BB&T (CONTROL DISBURSEMENTS)
BB&T
6617115.31
©5/I1.©/n0
000718
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This lnstrumerr'r( has been preaudiled'in the manner
required by the Local Government Budget and Fiscal
Control Act..
11"006?L8II©L?10':0005213L32L,;70
FINANCE GEFIC[n
ANAGR OTt1Ff AUTNQRIZE.5 1C,NE

Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Ccieen Sullins, Diredor
Division of Water Quality
City of Newton
P.O. Box 5.50
Nevvfon, North Carolina 28658
SUBiECT:
Target Distribution Center Water, Sewer and Road Facilities
Permit No. WQ0031736
Wastewater Collection System Extension
Final Engineering Certification
Dear Perrnittee.
The Division received a final engineering certification for the subject project on January 16, 2009..A
full review of the certification .materials may or may not be conducted, It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. if you have not received a copy„ please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://1-12q.enr.state.nc,usina u 'hiapuapps,,html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
dee.browdernomail.net.
Sincerely,
t— rt Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Svrface Water Prrptection Section Cenird Files 1,lcerlificalion page only)
Charles Wdis, PE, Engineers
.one.
North Caro: ina
Vatm41
Pretreatment, Emergency Response and Collection Systems Unit fnternet httpi/ln2c.enrinc stateiusilndpu
1617 Mail Servic:e Center, Raleigh, NC 27699-1617 An Equal Opportunity Acton Employer
Telephone [phone] Fax ii919ii 733-0059 50% recycied/10% post -consumer paper

Fast Track Engineering Certification
Permit No, WQ0031736
May 21, 2007
Martin D. Wiison, Public Works Director
City of Newton
PO Box 550
Newton, NC 28658
Charles A, Willis, PE
Willis Engineers
1520 South Blvd, Suite 210
Charlotte, NC 28203
Complete and submit this form to the permit issuing regional office with the follovving,
• 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 id ntified on the record drawings or in written summary form, Perni
modifications are required for any changes resulting in non-compliance with this permiLregulations 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.
been authorized to obse,rve
ENGINEER'S CERTIFICATION
Partial P Final
as a duly registered Professional Engineer in the State of North Carolina, having
,periodically, Li weekly, E full time) the construction of the Target Distribution.
Center Water, Sewer and Road Facilities; 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 Enginee
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, NORTH CAROLINA 28115
The Permittee is responsible for tracking ail partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropnat
enforcement actions.

ron.
wton
olin

City of Newton
Target Distribution Center, Infrastructure Facilities
Contract 23.0 - Water, Sewer and Road Facilities
Design Basis
Wastewater Flows
Target Distribution Center
Total Projected Employees
Undeveloped Commercial Acreage
East of Target Access Road
West of Target Access Road
Average Daily Flow (ADF)
Peak Factor
Peak Flow
Design Flow
Wastewater Flow Calculations
1200 @ 25 gpd per employee
30 @ 880 gpd/acre
80 @ 880 gpd/acre
3.0
30,000 gpd
26,400 gpd
70,400 gpd
126,800 gpd
or 88 gpm
264 gpm
300 gpm
Willis Engineers
949041 (20)
1114/2009

City of Newton
Target Distribution Center, Infrastructure Facilities
Contract 23,0 - Water, Sewer and Road Facilities
Required Capacity
Average Daily Flow
Peak Flow Rate
Pumping Station
Design Basis
126,800 gpd
88 gpm
264 gpm
Actual Capacity
Pumping Rate 300 gpm
Excess Capacity 36 gpm
8 ft. Diameter Wetwell
Pump Station Volume
Diameter of Wet Well 8 ft
Depth of Wetwell 15.50 ft
Cross Sectional Area of Wet Well 50.27 sf
Pump Start 838,00 ft, MSL
Pump Stop 834.00 ft MSL
Pump Range 4,00 ft
Normal Volume of Wetwell 1504 gal
Pump Performance
Average Daily Flow Rate 88 gpm
Pumping Rate 300 gpm
Drawdown Rate 212 gpm
Drawdown Time 7.1 min
Fill Time 1771 min
Cycle Time 24,2 min
Cycles per Hour 2.5 cyihr
Buoyancy and Flotation
Maximum Ground Water Elevation 844.00 ft MSL
Maximum Submerged Depth of Wetwell 12,67 ft
Wall Thickness 0,67 ft
Top Slab Thickness 0,67 ft
Bottom Slab Thickness 0.67 ft
Submerged Volume of Wetwell 866 cf
Weight of Water 62.4 pcf
Buoyancy
Structure Weight
Wall Volume 269.1 cf
Top Slab Volume 45,6 cf
4x 4' Hatch Volume -10.7 cf
Bottom Slab Volume 45,6 of
Fillet Volume 20.0 cf
Total Volume of Concrete 369.6 cf
Weight of Penh Concrete 155 pcf
Approximate Weight of Structure
54,049 lb
57 291 lb
Net Downforce 3,242 In
(Neg. Net Downforce indicates adrift ballast is reg'd)
\Wig Engineers
49,041 (20)
1114/2009

City of Newton
Target Distribution Center, Infrastructure Facilities
Contract 210 - Water, Sewer and Road Facilities
120 0
lc) 0
100 0
90 0
80 0
oo
60 0
tat
30,0
1
20.0 =
10,0
00
0 100 200
Wiiiis Engineers
949.041 (20)
—System Head Cal 00
Row (gpm)
300
—Flyght Wale! 3153, 12 HP
System Head Curve
400
* Duty Nest
500
1/14/2009

January 15, 2009 949.041 34)
Mooresville Regional Office
NCDENR Water Quality Section
01 E. Center Avenue, Suite 301
Mooresville, forth Carolina 28115
Subject: Permit No, W00031736
Target Distribution Center Water, ew er and Road Facilities
Infrastructure Facilities
City of Newton
Gentlemen:
Catawba County
,attached please find the original, executed "Engineer's Certification"- and acony of the
(construction Record Drawings and Design Calculations for the subject Permit,
Should you 'have any questions, please advise,
`ours very truly,
W" ILLIS ENGINEERS
Jinn C. Stowe, P.E.
Attachments
cc w"ttacl°rnents r. Morin J. Pdttishdll
Mr. Wilco B. Martin
Catawba County Health Doperimont
c FiMar , are tr ,,
ri fitr , North r ar aI r
9844- Fax. i