WQ0037732_Regional Office Historical File Pre 2018

," ,
NCDENR
-
eDtnfEnvironment QndNah:[8|RpsnU[ces
Pat McCrory
Governor
June 9'2Q15
Bradley Coleman, Member
Newton Center, LL1.
POBox 369
Ramsey, N]O744G
Subject: Permit No. VVQ003773I
Newton Center, LL[.
VVa|nnartGrocery and Fuel Station
Wastewater Collection System Extension
Catawba County
Dear Mr. Coleman.,
Donald R, van der Vaart
Secretary
In accordance with your application received on April 20, 2015i we are forwarding herewith Permit No.
WQ0037732, dated June 9, 2015, to the Newton Center, L.L.C. for the construction and operation of the
subject wastewater collection system extension. This permit shall beeffective from the date o{issuance
until rescinded, and shall be subject tothe conditions and |imitatio,nsasspecified therein. This cover
letter and supplement shall be considered e part of this permit and are therefore incorporated therein
by reference,
Please pay particular attention to the following conditions contained within this permit:
Cnndition||.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 tothe Permittee'
it shall be responsibility nfthe Newton Center, L.L.C. to ensure that the as -constructed project meet
the appropriate design criteria and ru|es. Failure to comply may result in penalties in accordance with
North Carolina General Statute §143-215.6A through §143-215.6[ construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer tothe licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adhudicatwry hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of whttcn petition, conforming to Chapter 1508 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N[Z7699-67l4. Unless such demands are made, this permit shall befinal and binding.
Mooresville Regional Office, G1OEoo Center Avenue, Mooresville, North Carolina 28115
Phone: [phone] \ |nternet: wvvw,ncdenr,gov

Newton Center, Iw.I..C.
W 0037737
If you need additional information concerning this rna
1699 or via e-mail at [e-mail],
Division of Water Resources
by Michael L. Parker
Regional Supervisor
Water Quality Regional Op
Mooresville Regional Office
ei
please contact James Bealle at (704 3-
ations Section
cc: Marianne Moseley, P,F., Iimly-Horn and Associates, inc..
Mooresville Regional Office
Water Resources Central Files
PERCS (electronic copy)

A099MA
GIWA
STATE OFNORTH CAROUNA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT QFENVIRONMENT AND NATURAL RESOURCES
WASTEWATER 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
Newton Center, LLC.
Lincoln County
for the construction andmperadomnYapprnximate|y215Uoearfeetof8-inchgravitysevveraspartofthe
VVa|mart Grocery and Fuel Station project, and the discharge of 1,232 gallons per day of collected
domestic/commercial wastewater into the Clark Creek WWTP existing sewerage system, pursuant to the
application received April 30, 2015, and in conformity with 15A NCA[ 2T;1be 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.
t issued this the 9" day of June, 2015.
S.Jay Zimmerman
Division ofWater Resources
By Authority of The Environmental Management Commission
Permit Number: VVQQO3773Z

SUPPLEMENT ��) �������U�� �~�����& �U��:��
~�~~" " "~~~~°""_"°. .�� PERMIT *°���^~"~ w"nu_u.o
Newton Center, L.L.C. 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 Clark Creek Wastewater
Treatment Facility (NCO036196) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part ofthe project that does not
meet 15A W[A[2T,the Division's Gravity Sewer Minimum Design Criteria adopted February lZ^ 1996 as
applicable; and the Division's, Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, ZUQO 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 Permhtee'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. If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, u modification shall be requested for this permit from the Division of
Water Resources toproperly allocate the subject wastewater flow.
11. STANDARD CONDITIONS
I. This permit isnot transferable, |nthe event there isa desire for the wastewater collection facilities tochange
ownership, or there is a name change of the Pemnit»ee a formal permit request shall be submitted to the
Division accompanied bydocumentation from the parties involved, and other supporting materials asmay be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
1 This permit shall become voidable unless the wastewater collection fad|Adcs are constructed in accordance
with the conditions of this permit; 15A N[AC ZlC the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 asapplicable; the Division's Minimum Design Criteria for the FastTrackPermbtin8
of Pump Stations and Force Mains adopted June l' 2000 as applicable; and other supporting materials vn|ps»
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
4 The wastewater collection facilities shall be properly maintained and operated at all hmos. ThePe,mit�tee
shall maintain compliance with an individual 4otem+wideooUochon system permit for the operation and
maintenance of these facilities as required by 15A M[A[ 2T 0403. Kan individual permit is not required, the
following performance criteria shall bemet asprovided im15ANCAC2T.O4Q3:
o. The sewer system shall be effectively maintained and operated at ail times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards,
b. A map of the sewer system shall be developed and shall be actively maintained,

c. 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 atelemetry system shall be inspected everyday (".e36Sdays
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
e` High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f, A general observation of the entire sewer system shall be conducted at least once per year.
�Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
I5A N[A[ 28 .OSOh(a)' and public notice shall be provided as required by North Carolina General Statute
§143'2l51[
K A Grease Control Program is in place as follows-
1. For public owned collection systems, the Grease Control Program shall include at least t"annmu|
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 d`oU include at least bii'amnua|
distribution pfgrease education materials to users ofthe collection system by the pernnineenrits
representative,
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph ifnecessary toprevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
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.
S. Noncompliance Notification:
The Pemitteeshall report by telephone toowater resources staff member atthe Mooresville Regional Office,
telephone number (704)66]-1699'assoon as possible, but in no case more than 24 hours o/umthe 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 fmjUm incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc;or
b. Any 55Oand/or spill over 1,000gaUons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages orfaxed information bpermissible, but this shall not be considered asthe initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number(88O) 868-0368 or (919) 733'3300. Persons reporting any of
the above Occurrences shall file a spili report by completing and submitting Part I 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, Pan 11 of Form

CS5SO(or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
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 ofthe State.
I Per 15A N[A[ 2T.011Ei upon completion ofconstruction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached tothis permit shall besubmitted with the required
supporting documents *othe address provided ontheform. Acomplete certification ixone where the form is
fu|yexecuted and the supporting documents are provided asapplicable. Any wastewater flow made tributary
'to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a vioiation of the permit and shall subject the Permittee to appropriate enforcement actions,
If the permit Is issued to n private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Decla ratio ns/Covena nts/Rest rictions, 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 ao
applicable. Supporting documentation shall include the following:
a, One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
ofthe wastewater collection system extension. Final record drawings should beclear onthe plans ornn
digital media (CD orDVDdisk) and are defined as the design drawings that are marked up or annotated
with after construction information and yhmm required buffers, separation distances, material changes,
etc-
b. One copy of the supporting pump station design calculations (selected pumps, system curve operating
point, buoyancy calculations, available storage if portable qenemtur(s)orstorage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c Changes tothe project that donot result innon-compliance with this permit, regulations, nrthe Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, orinwritten 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 10Y6 or greater, increased Hov4 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 urvariances to the Minimum U*ui@n
Criteria will be reviewed on a case -by -case basis and each on its own nnor|t Please note that variances nothe
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not he approved, thus
requiring replacement orrepair prior tocertification &activution.
8 A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities,
9� Failure 1oabide by the conditions and limitations contained in this permit; I5AN[A[ 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 l' 2000 as applicable; and other
supporting materials may subject the Permiueeto an enforcement action by the Division, in accordance with
North[aroUnaSenem|Sta\utes§l43'2l5.6Athrough@l43'2lS.6C,constructiznofadditiona|orrep|ncemerk
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board,

10. 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.
The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rule ,
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 2 . 2 0, 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 2 .0200 and 15A NCAC 2H .0500

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Newton Center, L.L.C. Permit No. WQ0037732
Project: Waimart Grocery and Fuel Station Issue Date: 06/09/15
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format Record drawings should indicate the design and the marked up changes during construction.
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, Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, 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
ENGINEER'S CERTIFICATION
Date
n Partial El Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (El periodically, El weekly, El full time) the construction of the subject 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 02T; 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,
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

O • 1d P.O. Box 369
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number: t
(to be competed by DWR) kk
1. Owner/Permittee:
1a Newton Center LLC
Full Legal Name (company, municipality, HOA, utility, e
lb. Bradley Coleman, Member
Signing Official Name and Title (Please review
lc. The legal entity who will own this system is:
0 Individual El Federal 0 Municipality 0 State/County
LL. Mailing Address
• 1f, New Jersey
• State
O lh 201 -327-1919
0
4ci
Owner of Downstream Sewer
LL
Z 6.
2
A NCAC2T 0
(b) for authorized signing offi
Private Partnership 0 Corporation 0 Other (specify).
le. Ram -v
Cit
lg. 07446
Zip Code
R VED/NCDENR/DWR
APR 2 0 2015
Telephone Facsimile E-mail
2, Proiect (Facility) Information:
2a. Waimart grocery and Fuel Station 21P, Catawba
Brief Project Name (pemiit will refer to ths name
3. Contact Person:
3a, Mariame Moseley
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-333-5131
Phone Number
WOROS
OORESVILLE REGIONAL OFFICE
County Where Project is Located
3c, marianne [e-mail]
E-mail
1. Project is E New [1:1 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to item B(3)) El Private (go to Item 2(a))
2a, If private, applicant will be:
0 Retaining Ownership (i e store, church, single office, etc.) or
Leasing units (tots, townhomes, etc. - skip to !tern B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3 City of Newton
2b. If sold facilities owned by a (must choose one)
0 Public Utility (Instruction D)
[I] Homeowner Assoc.,./Developer (Instruction E)
Owner of Wastewater Treatment Fadlity OANVTF) Treating Wastewater From This Project
4a, City of Newton Sanitary Sewer Collection System 4b, WQCS00044
Name of VVWTF VWVTF Permit No,
5a. City of Newton 5b, 12" Gravity 15c.
Receiving Sewer Size 0 Force Main l Permit # of Downstream Sewer
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
O Nursing Home
0 Other (specfy):
7_ Volume of wastewater to be allocated or permitted for this particular project: 1,232
*Do not include future flows or previously permitted allocations
(Instruction F
% DomesticiCommerciai
% Industrial
(Attach De ption
�/© Other
(Attach Descn
gallons per day
tion)
8. If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect his line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
HA 10-14 APPLACATION Page 4 of 6

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).
The flow was determined using historical flow data based on actual water bills from over 100 stores operating across the
country. See Attached
©. Summary of Sewer Lines to be Permitted (attach additional sheets if necessai
Size (inches)
8'
Length (feet)
215°
New Gravity or Addition
Force Main
New Gravity
Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
'Pump Station Location ID:
ngitude: Latitude:
Design Flow
(MGD)
Pump Station Location ID:
Operational Poin
GPM @TDH
(self chosen - as shown on planslmap for reference)
Power Reliability Option
- permanent generator w!ATS; Force Main Size ' Force Main Length
2 - portable generator wfMTS
(self chosen - as shown on plans/map for reference)
ongitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM I TOH
Power Reliability Option
- permanent generator w!ATS; Force Main Size Force Main Len
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?
Yes ® No If Yes, permit number of 2"d treatment facility :
(R© — if '*yes" to B,12 please contact the Central Office PERCS Unit)
3. Does the sewer system comply with the Minimum Design Criteria for the 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 LJ No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-141 application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-i4 APPLICATION
Page 5 of6

Have the following permi
rtifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes 0 No NiA
Sedimentation and Erosion Control Plan? D Yes ® No 0 NiA
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? 0 Yes 0 No ® N/A
5. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
heck if Yes: 0 and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
i C &C`e/1fi` attest that thiis application for Walmart Store #4432 has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and that
if all required supporting documentation and attachments are not iincluded, this application package is subject to being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement; representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
t, Marianne Moseley ,attest that this application for Walmart Store #4432 has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although 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 if 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, representatiiion, 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. Marianne Moseley
Professional Engineer Name
b. Kimley-Horn and Associates, inc.
Engineering Firm
;c. 2000 South Blvd., Ste. 440
d.
Mailing Address
Charlotte
City
704-333-5131 2h.
Telephone
2e. NC
28203
State Zip
Marianne.rnoseleyQa kimley-horn.com
E-mail
1tC111111,
Rp
SS
SEAL
040330
NC PE Seal Signature
FTA 10-14 APPLICATiON
Page 6 of 6

,W',,minkegow
C e We " 1 "a Map
VivivttLa
San Wi-..C.Torrk,e1„-Tnw..^nt
n-11.
P roj ec t
4-1432 \ dui Neiv,hborhood Niarket
(.'it.Lm ha Couri.t. NoN ton N(• 28658
ittrinet
Date Project Num her
2/2-1 1 015,176266
ieth st
Figure
1
Pr..„11.1„,ed
Kimley

Legend
Hildebran Creek
--- Proposed Sewer
- Property Line
NC Roads
Title
JSCES Exhibit
vNieet
N4 at )1art StorcN,
sr
ontrle,
7:7
*47.
ti44,12 \Valniari Neighborhood Morkei
Cot,rith tunt. Nevitiin NC 28658
Date Project Number
242,1;15 01547626h
Figure
Kimley ,>)Horn

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(VISE 08-13)
Project Applicant Name: _Newton Center L LC
Project Name for which flow is being requested: 4132-0() 'alnart Neighborhood
More than one fT'SE may be required,for a .single project if the owner rti"the WVPTP is not responsible for all pump
stations along the route of the proposed wastewate
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Newton Clark Creek
b. WWTP Facility Pertnit #L: NC0036196
All flows are in MGD
c. WWTP facility's permitted flow 5.0
d. Estimated obligated flow not yet tributary to the WWTP 0.479
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
1.7
0.00145
g. Total actual and obligated .flows to the facility 2.18
h. Percent of permitted flow used
43.6
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(BBC) (F)=(A-D)
Design Obligated,
Pump Average Daily Apprux, Not Yet Total Current.
Station Firm Flow** Current Avg, 'Tributary Fiow Pus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MOD MGD Flow Capacity***
N/A
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) 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 (1
Page 1 of 6
VISE 08-13

Certification taterrrnt
__ certify to the best of rrry knowledge that the addition of
the volume of wa tehvat r to be *e fitted fir► 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 sower overflows or overburden any downstream purtrp station
err ronto to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified ill the planning assessment where applicable; This
analysis has been performed ed in accordance with banal established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendu rs for which I am the responsible party.
Signature ref this forma indicates acceptance of this wasteatcr flow,
Sig rtirig it acx'Meta e D at
Page 2 i
FTSE l- l:

FTSE PLANNING ASSESSMENT ADDENDUrvi (PAA)
Submit a planning assessment, addendum for each pump station listed in Section If where Available
Capacity is < 0,
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
e. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
;
planned completion in aniVor
d. The following applies:
N/A; All gravity, no p impsta ions
applicantsappIicrntsjob site to
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
1.43-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system
Signing 0., Date
Page 3 of 6
FTSE 08-13

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 01-15)
These instructions are to be used when completing form WSCAS for sewer extension projects.
Identifying stream classifications that are affected by the project is necessary:
To determine/confirm the minimum separation distance of sewer system components from
classified waters as specified in 15A NCAC 2T .0305(f)
To determine/confirm any applicable river basin rules that may affect sewer system components
If any portion of the sewer extension comes within 100 feet of any surface water (waterbody) or
wetland a completed form is required. Determine the names of surface waters within 100 feet of the
project or along the project route and utilize either of the below options to determine stream
classification:
Finding Stream Classifications (Map or List}
A map with designated streams and their associated classifications can be obtained at:
httplincdenr.maps.arcgis.corniappsiwebappvieweriindex.html?id=6e125ad7628f494694e259c Odd 265
Find/select the waterbody and record the river basin(s), stream index number and classifications
applicable to the project on the form
or
A listing of stream classifications based on river basin can be obtained at:
http://portal.ncdenr. s csuiclassifications (see left hand side of webpage)
• Select the river basin(s) (hydrological or alphabetically sorted) where your project is located
• Locate the name of the identified waterbody on the list for the selected basin
• For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point)
• Record the river basin(s), stream index number and classification applicable to the project on the
form
Submittal Instructions
Label any unnamed tributaries as "UT to stream name" as the waterbody name on form per 15A NCAC 02B
.0301(i}. See page 2 for additional notes on unnamed streams.
Submit a color copy of a USGS Topographic Map to identify the project area arid surface waters. Each map or
maps must show the location of the sewer system and include location identifiers where the system traverses
over or near waterbodies. The map should have location ID's for each different waterbody and corresponding
classifications should be recorded.
**Note that these instructions do not need to be submitted**

Note on Unnamed Streams (15A NCAC 02B.0301(ifl
Any stream which is not named in the schedule of stream classifications carries the same classification
as that assigned to the stream segment to which it is tributary except:.
• unnamed streams specifically described in the schedule of classifications;
• unnamed freshwaters tributary to tidal saltwaters will be classified '°C"; or
+ after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class
SA waters by approved dredging projects will be classified "SC" unless case -by -case
reclassification proceedings are conducted.
The following, river basins have different policies for unnamed streams entering other states or for
specific areas of the basin:.
—HIWASSEE RIVER BASIN
LITTLE TENN RIVER BASIN AND SAVANNAH RIVER Streams entering Georgia or Tennesseeshall ecla_ sif
shall be classified
DRAINAGE AREA "C Tr." Such streams in the Savannah River drainage area
entering South Carolina shall be classified "B'Tr."
Streams entering Tennessee will be classified "B."
FRENCH BROAD RIVER BASIN
WATAUGA RIVER BASIN
Streams entering Georgia or Tennessee shall be classified
"C Tr."
entering the State of Tennessee are classified
BROAD RIVER BASIN Streams entering South Carolina are classified "C."
NEW RIVER BASIN Streams entering the State of Tennessee are classified
CATAWBA R
YADKIN-PEE DEE RIVER BASIN
LUMBER RIVER BASIN
ROANOKE RIVER BASIN
CHOWAN RIVER BASIN
TAR-PAMLICO RIVER BASIN
PASOU©TANK RIVER BASIN
Streams entering South Carol
na are classified '"C."
Streams entering Virginia are classified "C," and such.
streams entering South Carolina are classified "C."
entering South Carolina are classified "C Sw.'°
Streams entering Virginia are classified "C." Except that all
backwaters of John H. Kerr Reservoir and the North
Carolina portion of streams tributary thereto not
otherwise named or described shall carry the
ification "B," and all backwaters of Lake Gaston and
the North Carolina portion of streams tributary thereto
not otherwise named or described shall carry the
classification "C and B."
earns entering Virginia are classified "C."
All drainage canals not noted in the schedu
le are
classified "C Sw," except the main drainage canals to
Pamlico Sound and its bays which shall be classified "SC."
All drainage canals not noted in the schedule are
assified "C."
**Note that these instructions do not need to be submitted**

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 01.45)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: htrp]/pQrtncdenrorgJweb/wQjhorn/ro
Location ID Name of Waterbody
River
Basin
Catawba
Waterbody Waterbody
Index No. Classification
If unnamed, indicate "unnamed tributary to X. where X is the named waterbody to which the unnamed tributary joins.
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
C.
SEAL
040330
(A-
E \\N‘

Summary Pag,p
WNM Prototype
# of Stores Data
Representative
Maximum Water
Demand
(85th Percentile)
Average Water
Demand (All Stores)
Deviation
(All Data)
Low 1 STD (All Data)
High 1 STD (All Data)
1,880
1,259
601
658
1,859
Average
One Standard Deviation
1,259
601
Two Standard Deviation 1,201
Total Gallons
Gallons per Month Gallons per day
1278 01-1278 PERRY OK WAL-MART 39 11,842 2010,( 384,738 10,687 356
438 01-0438 BRECKENRIDGE TX WAL-MART 39 8,700 2010,( 452,500 12,569 419
1092 01-1092 BROWNFIELD TX WAL-MART 39 21,000 2010,' 481,800 13,383 446
895 01-0895 CUBA MO WAL-MART 39 17,000 2010,( 483,300 13,425 448
926 01-0926 FALFURRIAS TX WAL-MART 39 12,400 2010,( 504,000 14,000 467
230 01-0230 PARIS AR WAL-MART 39 9,500 2010,( 505,900 14,053 468
208 01-0208 BAXTER SPRINGS KS WAL-MART 39 11,700 2010,( 522,000 14,500 483
957 01-0957 GENESEO IL WAL-MART 39 9,820 2010,( 547,190 15,200 507
487 01-0487 CLINTON IL WAL-MART 39 16,756 2010,( 581,834 '16,162 539
352 01-0352 CHESTER IL WAL-MART 39 13,210 2010,( 608,530 16,904 563
837 01-0837 THAYER MO WAL-MART 39 27,300 2010,( 619,700 17,214 574
626 01-0626 SEMINOLE TX WAL-MART 39 17,000 2010,( 640,000 17,778 593
460 01-0460 PANA IL WAL-MART 39 34,575 2010,( 654,900 18,192 606

409 01-0409
115801''1159
983Ol-0gO3
482 01'0*82
ZO001'V20g
J2601'03?6
007 01-0607
84001'0945
28S01'OZ89
3841 01'3841
474 01-0474
55 0l'VU55
327 01'0327
,176 01-1176
34OO1-0346
411 01'0411
378 01-0378
Z9381-0ZS3
107801'1078
590O1-0S9O
453O1-0453
O45O1'O845
782 01'0792
567 01-0557
13OO1'01J6
473O1'Q473
105001'1050
871 01-0871
O5OO1-065U
480O1-048O
125781'1257
71JO,-0713
gg5O1-0886
841 01'0841
3306 01'3306
569201-5693
Z47O1'O247
504301'5043
106301-1053
750 01'0760
r8J01-O763
116001-1166
B9801-08S8
104501'1048
584001-5840
HALEYV|LLE
NEW TAZEVVELL
BLUE EARTH
VvESTCULUMBiA
DZARK
H|GG|NSV|LLE
HOOART
PIEDMONT
MCGEHEE
LOU|8V|LLE
EDN8
BOUNEV|LLE
JAY
STOUGHTON
AUGUSTA
MOVST0N
H0LTDN
mxVA3OTx
GALLINGER
HERR|N
MALDEN
BUFFALO
ALEDO
C&LQvVELL
BLACKVVELL
G|DD|NGS
LAW1ESA
MOUNTA|WV|EVV
BIG STONE GAP
P|TTSF|ELD
STAmFORD
D4DEC|TY
SPENCER
ToPTON
wASHV|LLE
SPR|NGF|ELD
HENRYEv/A
MEMPH|S
8EmEYA
HARD|NSBURG
MACON
EL|ZABETwTDVVw
PECOS
CARR|ZOGPR|NGS
OVVA8GO
LARGO
AL
TN
MN
TX
AR
NO
OK
MO
AR
KY
TX
AR
OK
w|
KS
Ms
KS
TX
Tx
IL
MO
MO
U
TX
OK
TX
TX
MO
VA
iL
TX
FL
I
IA
TN
MO
OK
TN
AL
KY
MD
NC
TX
TX
OK
FL
WALMART
VVAL'MART
WAL-MART
VVAL-MART
VVAL'MART
VVAL'MART
Vv4L'MART
VVAL'MART
VVAL'M8RT
WBGHB0RI-
VVAL-MART
VVALMART
VVAL'MART
vVAL'MART
vVAL-MART
vVAL'MART
vVAL'MART
VvAL'MART
VVALMART
VVAL-MART
VVAL'MART
VVAL'MART
VwAL'wiART
VVAL-MART
VVxL-MART
vVAL'x&ART
vVAL'Kx«RT
vVAL'MART
VVAL'MART
VV4i-MART
VVAL'MART
VVAL'MART
VVAL'M8RT
VVAL-MART
NEIGHBOR[
NE|8H8ORF
vVAL'K8ART
NE|GHBORF
VVAL'MART
«vAL'MART
VVAL'MAVT
VVAL'MART
VVAL-MART
VVAL'MART
NBGMBOR|
NB8HB0R+
39
39
38
39
39
39
39
39
39
39
39
39
38
39
39
39
89
39
39
39
29
39
39
39
39
38
39
38
39
39
39
39
39
JS
39
41
39
39T
39
39
39
39
39
39
|7,80O
14,200
17000
19,000
27,900
18,118
20,100
,4.a3o
15.400
3300
39,800
17,000
18,000
15,000
13.008
23,700
19,000
18,600
23,500
30.300
28.500
14,500
21,604
35,000
18.823
28,300
22,000
17,700
22,000
29,700
34,300
39.100
23,000
25.434
21.694
22.442
29,000
30,670
14,800
27,000
3`.9O0
17,700
21,000
23,000
56,000
47.000
2010,(
ZO10,(
2O10,(
2010,[
2O10,(
2010,(
2O10,(
2O10,(
2810,'
2010,(
Z3/0,(
2010,(
2O10,[
2010,(
2O10,(
2O10,(
3010,(
2O10,(
2O1O.c
2010.(
201O.(
2010.(
201O.(
2010.(
2O1U.(
2O10,(
2O1U.(
2018.[
201O.(
2O1D.(
lO1O.(
2010.(
2O10.(
7O11.(
2O10,(
2O12.(
2O18.(
2U18.(
2O1D.(
2O1O.(
2Q1O.(
2V10,(
2D1O/
2O1V.(
2O1V.(
ZV1O.(
659,100
665,700
675,000
704.700
725,200
737,833
735`9QU
744,530
746,600
756,000
763,146
77R^000
781,000
721,000
792,000
803,800
806,000
808,300
823,100
837,700
849,893
851,200
859,817
871,000
680,007
897,500
SO8.000
912,600
921,000
953,040
954,300
957,000
961,000
457,059
969.475
224,416
1.O14.O0O
1,015,854
1,026,800
1,032,000
1,043,000
1,068,100
/,08U.00O
1,093,700
1,101,000
1,109,000
/8,008
18.492
1G.750
19.575
20,144
20,495
28.553
20,681
20,739
21,000
21,199
21,639
21,694
21.048
22,000
22,328
22,389
22.452
22.684
23,269
23,608
23.644
23.BO4
%4.1g4
?u.44s
24,931
25,222
25,350
25.583
20.473
2G`508
26,583
25,684
26,886
26,930
28,052
28,167
28.218
28.522
28.587
28.972
29,669
30,222
30,381
]O.5O3
30.806
610
616
625
653
1sWdeviation
1 stcl deviation
1stddeviation
1nNdeviation
1s|ddeviation
1 smjdeviabun
1 »k]deviahon
1 stddeviadon
1 s1Udeviodon
1 s1cl deviation
1 slid deviation
l otumeviahon
,std deviation
1nmdeviation
1ntWdeviation
1ou1deviation
1 nudUeviatiun
1 srddeviadnn
1 utddeviodoo
1 smdeviodon
1 omoavianmn
, stduev|ation
1 mggevietion
1 stddevimtion
1 stgdeviation
1 stggovia8on
I stdgewiadon
1 stdUeviadon
1 stddoviadon
1 stddevimdon
I mddeviadon
1 stcldeviahon
1 stddevia¢ion
1 etd deviation
1 stcl deviation
1o\gdeviation
1 stcl deviation
1 sMdeviation
1 stcl deviation
1mddeviation
1 stcldoviadnn
1 stddmviadun

373 01-0373 HUNTSVILLE.
5180 01-5180 OVERLAND PARK
44 01-0044 ELDON
2743 01-2743 SHERW00D
4667 01-4667 CLEARWATER.
893 01-0893 LINDSAY
5107 01-5107 MADISON
380 01-0380 WALDRON
4669 01-4669 PINELLAS PARK
3287 01-3287 LEWISVILLE
5321 01-5321 FORT MYERS
478 01-0478 PEARSALL
5094 01-5094 HOUSTON
5106 01-5106 OVIEDO
2397 01-2397 MANSFIELD
3593 01-3593 HORN LAKE
5255 01-525$ TAMPA ..
5286 01-5286 THE VILLAGE
5120 01-5120 SOUTH JORDAN
339 01-0339 FORDYCE
617 01-0617 SULLIVAN
3870 01-3870 ARLINGTON
3317 01-3317 ALBUQUERQUE.
3661 01-3661 EL PASO
5406 01-5406 INDIANAPOLIS
5108 01-5108 EL PASO
5206 01-5206 S OGDEN
2742 01-2742 SPRINGDALE
2878 01-2878 OKLAHOMA CITY
5119 01-5119 NASHVILLE
5093 01-5093 TULSA
2394 01-2394 OKLAHOMA CITY
5221 01-5221 TAMPA
503 01-0503 COLUMBUS
5314 01-5314 OKLAHOMA CITY
2745 01-2745 FAYETTEVILLE
3594 01-3594 PANTEGO
5110 01-5110 DRAPER
5372 01-5372 EVANSVILLE
1067 01-1067 HALLE I I SVILLE
5623 01-5623 GULF BREEZE
3615 01-3615 OKLAHOMA CITY
2995 01-2995 PLANO
3574 01-3574 ALLEN
3341 01-3341 DALLAS
5365 01-5365 MELBOURNE.
AR
KS
MO
AR
FL
OK
TN
AR
FL
TX
FL
TX
TX
FL
TX
MS
FL
OK
UT
AR
IN
TX
NM
TX
IN
TX
UT
AR
OK
TN
OK
OK
FL
TX
OK
AR
TX
UT
IN
TX
FL
OK
TX
TX
TX
FL
WAL-MART
NEIGHBORF
WAL-MART
NEIGHBORF
NEIGHBORF
WAL-MART
NEIGHBORF
WAL-MART
NEIGHBORF
NEIGHBORF
NEIGHBORF
WAL-MART
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBOR!.
NEIGHBORF
NEIGHBORF
WAL-MART
WAL-MART
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
WAL-MART
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
WAL-MART
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
NEIGHBORF
39
39L
39
39
39
39
39
39
39
42
39L
39
39L
39L
39
39R
39
39L
39
39
39
39
39L
39
39
39
39
39
39
39L
39
39
39
39
39
39
39R
39
39
39
39
39R
39L
39N
39
22520
48,100
28,900
55, 356
30,700
24 000
22,442
70, 000
35, 000
30,000
41,000
43,000
57,000
66 000
43,500
41,900
27,000
27,000
9,000
37,403
53,000
54,000
70,317
74,805
42,639
32,000
39,100
53,000
46,'379
42,000
48,000
53,860
37,000
49,000
69,900
59, 000
43, 000
89, 000
53, 000
62, 000
52,000
45,350
38,600
66,800
48,500
2010,(
2010,'
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010, (
2010,(
2.010,'
2010,(
2010, (
2010,(
2010,(
2010„(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2010,(
2012,(
2010,(
2010, (
2010,(
2010,(
2010,(
1,119,220
1,165, 400
1,174, 400
1,169,953
1,209,000
1,241,000
1,246,253
1,251,000
1,310,300
1,326,000
1,338,000
1,346,000
1,397,000
1,403,000
1,419,000
1,428,800
1,434,500
1,436,000
1,438,000
1,322,000
1,467,678
1,483, 000
1,483,504
1,202,867
1,517,049
1,520,790
1,542,000
1,564,200
1,595,000
1,638,234
1,650,000
1,665,000
1,707,802
1,699,000
1,705,000
1,732,100
1,740,000
1,743,000
1,468,000
1,777,000
455,000
1,855,000
1,884,300
1,884,400
1,931,100
1,938,700
31,089
32,372
32,622
33,427
33,583
34,472
34,618
34,750
36,397
36,833
37,167
37,389
38,806
38,972
39,417
39,689
39,847
39,889
39,944
40,061
40,769
41,194
41,208
41,478
42,140
42,244
42,833
43,450
44,306
45,506
45,833
46,250
47,439
47,194
47,361
48,114
48,333
48,417
48,933
49,361
50,556
51,528
52,342
52,344
53,642
53,853
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation
1 std deviation

5021 01 5021
3579 01 3579
3862; 01-3862
5327 01-5327'
3419 01-3419
239501-2395
5109 01-5109
4211 01-421
5408 01-5408
5074 01-5074
5205 01-5205
5181 01-5181
827 01-0827
3530 01-3530
5451 01-5451
5832 01 -5832
5098 01-5098
4425 01-4425
5132 01-5132
5179 01-5179
5042 01-5042
2974 01-2974
5453 01-5453
DALLAS
KINGVVOOD
HOLLY HILL
BATON ROUGE
FORT WORTH
TULSA
WEST VALLEY CITY.
ORLANDO
INDIANAPOLIS
RICHARDSON
LAYTON
FORT WORTH
CANTON
ROCKWALL
CAPE CORAL
MANDEVILLE
MOBILE
ORLANDO
WINTER SPRINGS
ORLANDO
DALLAS
RICHARDSON
CAPE CORAL
R'FG E RS
SHAWNEE
HOUSTON
TX
TX
FL
LA
TX
OK
UT
FL
IN
TX
UT
TX
T.
TX
FL
LA
AL
FL
FL
FL
TX
TX
FL
AID
TX
NEIGHBORF 39L
NEIGHBORF 39L
NEIGHBORF
NEIGHBORF
NEIGHBORF 39R
NEIGHBORF 39
NEIGHBORF 39L
NEIGHBORF 39
NEIGHBORF .3
NEIGHBORF 39L
NEIGHBORF 39L
NEIGHBORF 39T
BUPERCENi 39
NEIGHBORF 39
NEIGHBORF
NEIGHBORF
NEIGHBORF 39L
NEIGHBORF 3
NEIGHBORF 39L
NEIGHORE 39L
NEIGHBORF 39N
NEIGHBOR} 42
NEIGHBORF 39R
1�1ic
NEIGHBORF
56,300 2010,1 1955.300
56,000 2010,( 1,909,000
51,000 2010,( 1,960,000
42,639 2010,C 1,991,314
71,963 2010,( 1,992,586
80, 000 2010,C Z021,000
50,000 2010 1 2,040,000'
59,000 2010 C 2,048,000
53,112 2010,( 2 071,356
55,000 2010,1 2,085,000
69,000 2010,E 2,088,000
60,966 2010,( 2,110,404
03,000 2010,( 2,140,300
52,400 2010,C 1,674,400
89,000 2010,1 2,170,000
94,200 2010,C 2,212,400
33,800 2010,( 2,244,100
48,000 2010,( 2,311,000
56,600 2010,( 2,325,300
58,000 2010,( 2,415,000
83,700 2010,C 2,420,600
77,000 2010,C 2,487,000
78,000 2010,C 3,572,000
ii0,2 3,050,200
3,056,500
136,000 2010,1 4 265,000
54,314
54,417
54,444
55,314
55,350
56,139
56,667
56,889
57,58
57,917
58,000
58,622
59.453
59 800
60,278
61,456
62,336
64,194
64,592
67,083
67,239
69,083
99,222
84,728
84,903
118,472
1,871
1,889
1,896
1,918
1,931
1,933
1,954
1,982
1,993
2,009
2,049
2,078
2,140
153
2,236
2,241
2,303
2,756
2,824
2,830
3,949
1 std deviation
std deviation
std deviation
std deviation
std deviation

Corporation,- on
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Corporate Names
Legal: Newton Center LLC
Limited Liability Company Information
srasl 1440092,
Status:: Current -Active
Annual Report status: Current
Citizenship- Foreign
Date Formed 4/612015
Fiscal Month: December
State of Incorporation: NJ
Registered Agent Fisher Benjamin
Corporate Addresses
111a ',tt°, Account
Logic:
Register
Principal Office: 275, N Franklin Turnpike F
Ramsey, NJ 07446
Reg Office: 434 Fayetteville street suite 1900
Raleigh, NC 2601
Reg t ating 424 Fayetteville Street suite 1900
Raleigh, NC 27601
ivlailang;PO Box 369
Ramsey, NJ 07446
Company Officials
All LCs are manager -managed pursuant to N.0 C.s, 57D 6 2.
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471
2015

March 19, 2015
Re ,ioi al Office
NC28115
MOORESS
RE: Stor No. 4.4l0
&rta
Newton, NC
On -site Public Sos
FTA 08-13 Narrative
KHA Ref: 015 476266
zlpplicrttiz
in to an
at being propose(
l 740 squaretc cat
"e tr
�1rt
Project 141an1a(
1st. tll L i11 G
704) 09 1
ttitll3 001 tmcl
{)RI
TEL 704
FAX 7}4 3 0$4
appro\ its p0
quest] s or cc
ip Ertl tlll project
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NODENPUD
PROS
REGION
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elook Co r l

March 24. 2015
6106:Center .Aerie
Surte7.301
MooresvilleONC 28415
RE: Store No, 4432-00
New ton, NC
On -site Public Sesser
FTA 0843 Narrative
•• • fiE.•:::•::1V.E.DINC•P•ENRIDWR
MOORESIIIRIEIRECEIEIRE;OFFICE . •
RECSNEDINCIDENRIDWR
A F.)
Sarre 440
2,18,X) South Boulevard
Charlotte, North Carolaro
28203
KIIA Ref. 015476266 WaRos
mooREsv6LLE REGIONIAL OFFICE
-ro ‘vhotii it May Concerti
This application is resubmitted with the original signed application, the title of
the signet:, and the seal of the Ciyil Engineer. \ e are currently working to ensure
NeYvton Center PLC is registered in the State of North Carolina, Newton Center
IAAis currently registered as an lit in the state of IsieNy Jersey . We anticipate
this issue being addressed swiftly. It is our hope plan re\ iew can he it -abated
while we get this owner issue resoly ed. as we hay c been assured it 'will be.
We trust this meets your needs for approval of this project. please feel free to rail
rue at (704) 4(19-1811 'cyan have any questions or concerns. We look forward
continuing our relatatirstlip on this project.
...$166erojyHyo ttttttttt
KIMIJ2Y-FIORN
Mati:400.0,..M0$00,
Project Manager
TEL [phone]
FAX [phone]

Central Files' APS _ SWP
6/9/2©15
Permit Number WQ0037732 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.09 Individual
Primary Reviewer
james.bealie
Coastal SWRuIe
Permitted Flow
1,232
Facility
Permit Contact Affiliation
Facility Name
Walmart Grocery and Fuel Station
Location Address
Own
Major/Minor Region
Minor Mooresville
County
Catawba
Facility Contact Affiliation
Owner Name
Newton Center LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Bradley Coleman
PO Box 369
Ramsey
NJ 07446
Orig Issue
6/9/2015
App Received
4/20/2015
Regulated Activities
Retail
Wastewater collection
Outfall
Draft. Initiated
Scheduled
Issuance Public Notice Issue Effective Expiration
6/9/2015 6/9/2015
Requested /Re eived. Events
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class
Subbasin

KIMLEY-HORN AND ASSOCIATES, INC.
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NC 28203
PAY
TO THE
ORDER OF
Weds Fargo Bank, NA.