WQ0037742_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Na
Pat McCrory
Governor
Catherine Renbarger,
City of Claremont
PO Box 446
Claremont, NC 28610
City Manager
June 12, 2015
Subject: Permit No. WQ0037742
City of Claremont
Oxford Crossing Apartments - Public
Wastewater Collection System Extension
Catawba County
Dear Ms. Renbarger:
al Resources
Donald R. van der Vaart
Secretary
In accordance with your application received on April 15, 2015, and additional information received on
April 21, 2015, we are forwarding herewith Permit No. WQ0037742, dated June 12, 2015, to the City of
Claremont 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This permit shall be effective from the date of issuance until rescinded, and shall be subject to the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 and supplement shall be considered a
part of this permit and are therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this per
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the City of Claremont to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 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,
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28115
Phone: [phone] \ Internet: www.ncdenr.gov
An Eqna Opportunity \ Affirmative Action Employer - Made in par by recycled paper

City of Claremont
WQ0037742
If you need additional information concerning this
1699 or via e-mail at james.bealle@n denr.gov.
Sincerely,
for . Jay Zimmerrnan, P.G.
Division of Water Resources
y Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Region& Office
atte
please contact James Bea at (70) 663
cc Homer S. Wade, P, ., Borum, Wade and Associates, P.A.
Mooresville Regional Office
Water Resources Central Ales
PERCS (electronic copy)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT 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
City of Claremont
Catawba County
for the construction and operation of approximately 83 linear feet of 8-inch gravity sewer as part of the
Oxford Crossing Apartments — Public project, and the discharge of 29,280 gallons per day of collected
domestic/commercial wastewater into the North. WWTP existing sewerage system, pursuant to the
application received April 15, 2015, and additional information received on April 21, 2015,.and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit..
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein,
it issued this the 12th day of June, 2015.
for S. Jay Zimmerman, P.G.
Division of Water Resources
By Authority of The Environments@ Management Commission
Permit Number: WQ0037742

SUPPLEMENT TO PERMIT COVER SHEET
City of Claremont 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 North Wastewater
Treatment Facility (NCQO]ZG62) prior tnbeing discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any Part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June l, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by North CannHna-|imenmed Professional
Engineer in the application. It shall be the Penmittee'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.
1. SPECIAL CONDITIONS
L If, at anytime, the additional wastewater flow volume made tributary tothis sewer extension is believed to
exceed the value permitted here|n, a modification shall be requested for this permit from the Division of
Water Resources tnproperly allocate the subject wastewater flow.
2, No flow shall be made tributary to the subject sewer system permitted herein until the downstream sewers
(Permit No. VVQ0037645) have been constructed and the engineer's certification has been received by the
Ill. STANDARD CONDITIONS
1. This permit isnot transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permiitee, 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.
Z This permit shall become voidable unless the wastewater collection bdOdes are constructed in accordance
with the conditions of this permit; lSA NCA[ 2'[ 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 Forme Mains adopted June 1. 2000 as applicable, and other supporting materials unless
specifically mentioned herein.
3. This permit shall he 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 beproperly maintained and operated akall times. The Perm|ttne
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A N[A[ 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15AN[AC2T.0403:

i The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. Amap ofthe sewer system shall bedeveloped and shall beactively maintained.
c An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been devOoped and
implemented.
d. Pump stations that are not connected toa telemetry system shall be inspected every day (j,e. 865 days
per year). pump stations that are connected to a telemetry system shall be inspected at least once per
week
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections 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
15AN[AC}B 0506(a)' and public notice shall be provided as required by North Carolina General Statute
§I43'2I5.lC.
h. A Grease Control Program is in piace as follows:
L For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors atexisting establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2� For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (I) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows,
i Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
j. Documentation shall be kept for Subparagraphs (a) through (A of this Rule for a minimum of three years
with exception ofthe map, which shall bemaintained for the life of the system,
5� Noncomoliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number [phone] as soon as possible, but in no case more than 24 hours 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 ofpumps, line blockage or
breakage, etc.;or
b AnyS5O and/or spill over 1,OOQgallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed imformation is permissible, but this shall not be considered as the initial verbal
report. overflows and spills occurring outside normal business hours may also be reported tqthe Division of

Emergency Management attelephone number [phone]or (919) 733' ]0I Persons reporting any of
the above occurrences shall file aspill report bycompleting and submitting Part |ofForm C3`S50(or the most
current Division approved form) within five days following first knowledge of the occurrence, This report must
outline the actions taken arproposed to betaken tn ensure that the problem does not recur. Part|| of Form
CS-SSO (or the most current Division approved form) can also becompleted tp show that the SSO was beyond
control.
& Construction ofthe gravity sewers, pump stations, and force mains shall be scheduled so as not tointerrupt
service by the existing uh|idsy nor result in an overflow o/ bypass discharge of wastewater to the surface
waters of the State
7. Per 15A NCAC 2[0I16` upon completion mfconstruction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached tmthis permit shall be submitted with the required
supporting documents tothe address provided nnthe form, Acomplete certification isone where the form is
fully executed 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 violation of the permit and shall subject the Permittee to appropriate enforcement actions,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declaration s/Cnxenantw/Rest dctioms,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification isone where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the fuNowmg:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be dear on the plans or on
digital media ([D or DVQ disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
b� One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage ifportable g*nerator($ orstorage greater than longest
past three year outage rehability option selected) for any pump stations permitted as part o(this project,
c Changes tnthe project that do not result in non-compUancewhh this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, orinwritten summary form.
Prior tnCertification (Final o/ Partial): Permit modifications are required for any changes resulting in non-
compliance with this pert -nit (including pipe length increases of 1D%o,greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications orvariances tn the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own mnerit. Please note that variances to the
Minimum Design Criteria xhnw|d be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved' thus
requiring replacement or repair prior to certification & activation,
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 toabide bythe conditions and limitations contained inthis permit, 1SANCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1990 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 §143-21.5.6A 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 hoard.
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.
11, The issuance of this permit shall not exempt the Permittee from complying with any and ail 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 28 .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 28 .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Claremont Permit No, WQ0037742
Project: Oxford Crossing Apartments - Public issue Date: 06112115
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 Date
ENGINEER'S CERTIFICATION
El Partial LI Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, 0 weekly, 1:1 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.

0
1L.
z
z
0
Z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number
(to be completed by DUYR)
Owner/Permittee:
City of Claremont NC
Full Legal Name (company, mul
darn
Name and Title
)1 c_ The legal entity who wil`
© Individual E Federal
PO Box 446
HOA, utility, etc.)
e revie
this system is:
Municipality 0 State)
A NCAC 2T.0106 (b) (car authoriz
ty Q Priva
Mailing Address
NC
e
-466-7255
Telephone
ProIect (Facilitvt Information:
2a. Oxford Crossing Apartments — Public
828-466-7185
Brief Project Name (permit will refer to this name
C rttact Persen.
Tim Knowles
Name and Affiliation of
3b. 336-275-0471 ext. 107
Phone Number
Project is
Owner Is Ir++ Public (skip to Item B(3))
if private, applicant will be:
© Retaining Ownership (Le.
0 Leasing units (lots, townhomes,
0 Selling units (lots, townhomes, et
City_of Clar
Owner of
New LJ lodiftcation (of an ex
ng p
gning
Partnership 0 Corporatiorj © Other (specify).
REC IVED/NCDENR!DWf4
cr
5
MOORFSVil 1 F RFCIONA
[e-mail]
About this Application
int [e-mail]
E-mail
adrrfication, Permit No
P w
0 Private (go to item 2(a))
rch, single office,
skip to Item B
ro to item B(2b,),
4a, Claremont North WWTF
Name of WWTF
5a. City of
6, Ttae orNgtn of this
Claremont,
NC
caner of Downstream
Sew
Z wastewat
/7.
5b. 8 inch
Receiving Sewer'Size
El Residential Subdivision
Apartments/Condominiums
El Mobile Home Park
© School
0 Restaurant
d Office
2b. If plc.], facilities owned by a (must choose one)
O Public Utility (Instruction D)
0 Homeowner AssocJDeveloper (Instrcrottc n t•
This Project
b. NC 0032662
WWTF Permit No.
Force Main
© Retail (Stores, shopping centers)
Q Institution
Q Hospital
p Church
© Nursing Home
0 Other (specify):_
Volume of wastewater to be allocated or permitted for this particular project. 29,280
"Do not Include future hours r previously permitted allocations
nstream Sewer (Inst
F)
rYci Domestic/Commercial
% Industrial
(Attach Description)
)they
.. (Attach Descrintlonl
gallons per day.
if the permitted flow is zero, Indicate why.
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits t
[1 Flow has already been allocated in Permit No.
[] Rehabilitation or replacement of existing sewer with no new ~low expected
(see 15A NCAC 02T .0303 to determine if a permit Is required)
FTA 10-14 APPLICATION
Page 4 of 6
his tine
al

Provide the wastewater flow calculations used In deter
the value in Item B(7) AND/OR the design flow for line or pum
Item B(7), Values other than that in 15A NCAC 2T ,0114 (b) an
data In accordance with 15A NCAC 2T ,0114 (f),
(36) 2 BR @ 240 gallday = 8,640 + (36) 3 BR @ 360 gal/day = 12,960 -t (16) 4 3R @ 460 gallday = 7,680 = 29,280
gal/day total
ewer Lin
Size (Inches)
8
permitted flow in accordance with 15A NCAC 2T ..0i f 4, for
ion sizing if a reduced or zero flow is being requested In
ust be supported with actual water or wastewater use
s to be Permitted (attach additional sheets If necessary)
Length (foot)
New Gravity or Additional
Force Main
82.79 Gravity
,11. Sumrry of Pump Stations wl eeasoc'larteci Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
z
Longitude: Latitude:
Design Flow
(MGD)
Operational Poin
GPM @TDH
Power Reliability Option
- permanent generator w/ATS; I Force Main Size j F� Mar Len
2 - portable generator w/MTS
0
Z {Pump Station Location ID: {self chosen - as shown on plans/map for reference)
Longitude:
Latitude
Design Flow or Reliability Option
aperationat Point:
(MGD) GPM @TOH 1 - permanent generator w1ATS; j Force Main Slze Force Main Length
2 - portable generator wlMTS
1.
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes E No If Yes, permit number of 2"° treatment facility
RO - if "yes" to B 12 please contact the Central Office PERCS Unit)
113. Does the sewer system comply with the Minimum Design Criteria ftar $hat Permlttina of Pump Stations and Force Mains
l (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
IN Yes E7 No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14t application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLI AT N
Page 5 of 6

0
114. Have the following permits/certifications been submitted. for approval he system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certlfication? El Yes 0 No N/A
Sedimentation and Erosion Control Plan? IZ Yes LI No 0 NIA
Trout Buffer Waiver? 0 Yes E No N/A
Stonrwater? E] Yes El No i4 N/A
115, 'Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, stphons, or Interierence
manhote.$)? Th:epo lines Mil be oonsidered high Priority and must be checked once every six months
Check if Yes: ID and provide details:.
1. OwnedPerrnIttee's Certification: (Signature of Signing Official and Project Name)
1, Catherine Renbarger, attest that this application for Oxford Crossing Apartments - Public 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
net completed and that if all required supporting documentation end 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 143-215,613, 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 fine not to exceed $10,000 as well as civil
pe allies up to $25,000 per violation,
gni ,g
flci& Sionature
Date
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)
1, Homer S. Wade ,attest that this application for Oxford Crossing Apartments - Public 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, 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers 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 materiels
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 /43-215.68 and 143-215.65, 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. HornerS.Wade
ProfessonaI Engineer Name
21), Borum, Wade & Associates, PA
I Engineering Firm
; .
pc, 621 Eugene Ct., Suite 100
I Mailing Address
241. Greensboro 2e. NC ',21 27401 --.....,......-,::
City State Zip
29, 336-275-0471 2h. 336-275-3719 2i, hswadegboum-wade.com
Telephone Facsimile E-mail NC PE Sea, Sianstu
FTA 10-1,4 APPLICATION Page 6 of 6

Division of Wmer Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Claremont, NC
Project Name for which flow is being requested: Oxford Crossing Apartments
More than one FTSE may be required for a single project if the owner of the Ifirfr is not responsible for al
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatrnent plant.
a. WWTP Facility Name: Claremont North WWTF
b. WWTP Facility Permit #: NC 0032662
Allin GD
c. WWTP facility's permitted flow .100
d. Estimated obligated flow not yet tributary to the WWTP 0.0
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 ofpermitted flow used
.072
.029
.101
101%
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)
Design
Pump Average Daily
Station Firm Flow**
(Name or Capacity,* (Firm / pf),
Number) MGD MGD
Catawba
Truck 96,000 38,400
(B) (C) (D)---(134C) (E)=(A-D)
Obligated,
APProx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated Available
MGD MGD Flow Capacity***
9,191,5 .029 38,191.5 208.5
\Vote( QHe AA
Asheoee Renional Office
TieFirm 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 < O.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Catherine Renbarger certify to the best of my knowledge that 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, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
igning Official ignature
17-114.A
(s"
Page 2 of 6
Date
IFTSE 08-13

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (PAA)
Section 1
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater tlow.
b. WWTP Facili Pern]jt : Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
e. WWTP facility's perznatted flow, MG©: From WWTP owner's NPDES or Non -Discharge permit,
d. Estimated obit ated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system, Flows allocated through
intedocal 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 of January 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% of permitted flow used. Annual updates shall he 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 1 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 peiniitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar), Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year,
e. WWTP facility's actual avg., flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. .Percent. of permitted flow used: Equals [(g / c)*100]
Page 4 of 6
FTSE 08-1

For example:
On January 15 a POTW with a permitted -flow of 6,0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have. numbers like this:
e, = 6,0 MGD
d. — 0.5 MGD
e. — 2.7 MGD
f. = 0,015 MGD
g - 3,215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.51.5 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
— 55.8 %
Each subsequent Form FTSE- will be updated in the same manner.
Section 111
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process,
Firm
Pump Station Capacity
(Name or Number) MGD
Ka w Creek PS 0.800
(A) (B)
Design
Average
Daily Flow
(Firm / pf)
0320
Valley Road PS 1.895 0,758
Approx.
Current Avg.
Daily Flow,
MGD
0.252
(C) (D)=(B+C) ( ,)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated. Available
MGD Flow Capacity*
0.080 0.332 :0,012
0..472 0.135 0.607 0,1,51.
Page 5 of 6
FTSE 08-13

Plannirm Assessment Addendurnlnstructmns
Submit a planning assessment addendum for each pump station listed in Section 11 where available
capacity is < 0.
A planning assessment for Kavi, Creek PS (see example data above) may be performed to evaluate
whether there is significantlikelihood that needed improvements or reductions in obligated .flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow eliminationprojects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and ainount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
and/or
planned completion in
d. The following applies:
The master plan and ten year capital plan contain recommended scopespedfunding for a capital project
entitled Kaw Creek Pump Station upgrade with fundingplanned in July 2014. This project armed to
add 0.100 MGD to the firm capacity, of the um station b October 2015. Inclusion of this proposed
capital project as a condition of this Flow 'Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's ion for funding and construction to be implemented ahead of the activation of
oblioated not ,et tributary lows in amounts that exceed the firm punrip station capacities identified in
Section II above.
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.
Page 6 of 6
1'TSE 08-13

r ECENEDINC E RiLDW
rnA r a
WOROS
MOORESVILLE REGtOh A
FACE
Project:
Developer:
Public Utility:
County:
WWTP Facility:
April 9, 2015
OXFORD CROSSING APARTMENTS — PUBLIC
ENGINEERING PROJECT NARRATIVE FOR INSTALLATION OF SANITARY SEWER
Oxford Crossing (apartments) 88 Units
Charlie Heritage at Oxford Crossing Partnership, LTD
City of Claremont, NC
Catawba County
Claremont North Wastewater Treatment Facility NC 0032662)
Existing Conditions:
The City of Claremont has the line capacity and the allocation availability to accept the sewer flows from this
project. According to the City of Claremont the anticipated flows from this project are not expected to cause any
capacity related sanitary overflow. There is an existing 8-inch public sanitary sewer outfall traversing the property
and flowing north towards the treatment facility. The Catawba Truck Rental Pump Station lies between the site and
the treatment facility,.
Proposed Project:
The project will include 82,79 L.F. of 8-inch public sanitary line and 1 new manhole,
The project will be developed at one time (no phasing). All construction will be in accordance with the
requirements of the City of Claremont, NC and NCDENR Standards and Specifications. The attached letter from the
City of Claremont confirms there is adequate capacity available at the Claremont Wastewater Treatment Facility to
treat the wastewater discharge for this project.
Owner/Operator:
The public sewer line extended within this project will be maintained by the City of Claremont, NC.
Permits
Prior to beginning construction of the proposed sewer line, the appropriate NCDENR Gravity Sewer Permit and
Grading Permit will be required.
7401 2711 'O Box 210, boro, NC 27420.1882
27i-(p$i'1 Eaa 136-27 -i 1 3
rbr`rtc• krtru

MOO
March 23, 2015
Charlie Heritage
Vice President
WKZ Housing, LLC
PO Box 26030
Greensboro, NC 27409
RE: Oxford Crossing
Proposed 88 l.nit Housing Project
Oxford Street, Claremont, NC
Dear Mr. Heritage,
-tECE VENCDEN it R
VI
2 12 O
5
ROS
EGFONAL.OFFICE
This letter is to certify that the City of Claremont sewer services are available to the
above property fronting North Oxford Street and Walter Drive. The City has adequate
capacity tosupport the proposed 88 unit development. The property is served by an 8"
sanitary sewer line that transects the western edge of the property.
While the City has adequate capacity at its North Wastewater Treatment Plant, the
additional flow will place the City above 90 percent of capacity. The City plans to build a
new pump station and force main to address this additional flow. The construction of the
new pump station will begin as soon as all of the necessary permits are received. A fast -
track application (PTA 10-14) has been submitted.
If you require any additional information please contact City Hall at 828-466-7255,
Sincerely,
Catherine Renbarger
City Manager
CITY OF CLAREMONT
P.O. BOX 446, CLAREMONT, NC 28610
028-466-7255

Division of Water Resources
Department of
State of North Carolina
onment and Natural Resources
Division of V4T.ater 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 CIa
if'
p or List)
A map with designated streams and their associated classifications can be obtained at:
http://ncdenr.maps.arceis.cam/apps/webappviewer/index.html?id=6e125ad7628f494694e259c8odd64265
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://portaI.ncdenrorg/web/wq/ps/csu/classifications (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), strearri 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 and 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 sub

Note on Unnamed Streams (15A NCAC O2B.0,301(i}}
Any stream which is not named in the schedule of stream classifications carries the same cla,ssificaton
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 Streams entering Georgia or Tennessee shall be classified
"C Tr."
LITTLE TENN RIVER BASIN AND SAVANNAH RIVER Streams entering Georgia or Tennessee shah be classified
DRAINAGE AREA "C Tr." Such streams in the Savannah River drainage area
entering South Carolina shall be classified "B Tr."
FRENCH BROAD RIVER BASIN Streams entering Tennessee will be classified "B "
Streams entering the State of Tennessee are classified
NEW RIVER BASIN
CATAWBA RIVER BASIN
YADKIN-PEE DEE RIVER BASIN
BER RIVER BASIN__
ROANOKE RIVER BASIN
CHQWAN RIVER BASIN
TAR-PAMLICO RIVER BASIN
PASCIUOTANK RIVER BASIN
Streams entering South Carolina are classlfied ""C-"
Streams entering the State of Tennessee are classified
Streams entering South Cara are classified "C.
Streams entering Virginia are classified "C," and such
streams entering South Carolina are classified "C,"
Streams entering South Carolina are classified "C Sw.°"
Streams entering Virginia are classified "C." Except that a
backwaters of John H, Kerr Reservoir and the North
Carolina portion of streams tributary thereto n
otherwise named or described shall carry the
classification "B," and all backwaters of Lake Gaston and
the North Carolina portion of streams tributary there
not otherwise named or described shall carry the
classification "C and B.'
Streams entering Virginia are classified "C,"
All drainage canals not
g noted in the schedule 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
classified "C."
**Note that these instructions do not need to be submitted**

tate of North Caro in
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 01-15)
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 fist of the Division's regional offices, their county coverage, and contact information can be obtained
from: httpl/portaiancdenr.org/web/wq/home/ro
Location ID
If unnamed, Indic
Name of Waterbody
_A. NMI
'urxrr me d tributary to X", where X is the na
River
Basin
Aw
Waterbody Waterbody
Index No. Classification
Division of
Y�rut 0 et
rbody 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

6RAPHIc5GALE
I`=300
QXFORP GR455I N6
GLAREMONT, N.G.
� . NG AERIAL MAP (CATAK3A PA TY)
Engineers
Planners
Surveyors
14orum, Wa(1eAnd Aaso arcs f�,A,
IW, GreoNixgo,'V't 1'4,.rf-2'10
rc<
7' Fang 336 27 110°

&RAPHIIO SCALE
do_"
O X r o R o G R Q S S I N 6
OLAREMONT,..�.
9566 coeiGt t r, NC VAV(yf�ATAigh3Acow()
IYur���+'yf• IFICAr101
P saner$
y r.s
Wade and Associa
Y 1.'. [sernsc f> 1 *C
P,A.

n N ateo Re5..G,ior: es
Flo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Claremont, NC
Project Name for which flow is being requested: Oxford Crossing Apartments
More than one FTSE may be required for a single project if the owner of the {fWTP is nor responsible for• all purrip
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name: Claremont North WW 1'F
b. WWTP Facility Permit #: NC 0032662
c. WWTP facility's petitted flow
A11flows are inMGD
.100
d. Estimated obligated flow not yet tributary to the WWTP 0.0
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the
h. Percent of permitted flow used
.072
.029
.101
101%
II. Complete this section for each pump station you are responsible for along the route o
proposed wastewater flow.
List pump stations located between the project
Pump
Station Firm
(Name or Capacity,*
Number) MGD
Catawba
Truck 96,000
(A)
Design
Average Daily
How**
(Firm / pf),
MGD
38,400
eetion point and the WWTP:
(B)
Approx.
Current Avg.
Daily Flow,
MGD
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
.MGD
9,191.5 .029
Total Current
Flow Plus
Obligated
Flow
his
(D)=(B+C) (E)=(A-D)
Available
Capacity***
8,191.5 208.5
* The Firm Capacity of any pump station is defined as the maxpumped flow that
can be achieved withthe largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page l� off 6
FTSE 08-13

III. Certification Statement:
1 Catherine Renbarger certify to the best of my knowledge that 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, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been perforrned in accordance with local 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 addendurns for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
„at A 4,025,r
ft
ign ng Officia Signature Date
Page 2 of 6
FTSE 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 1.1 ‘vhere .Available
Capacity is < 0.
Punip Station (Name or Number):
Given that:
a, The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
/0 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
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
and/or
planned compietion in
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to he pemfitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
1 understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of 6
'FTSE 08-13

Instructions for: Flow Tracking/Accepta.nce for Sewer Extension Permit Applications (FTSE) and
Planning Assessment .Addendum (PAA)
Section I
WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Pe Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's.permitted flow, MGD: From WWII? owner's NPDES or Non -Discharge permit.
d. Estiniated obligated flow not yet tributary to the WWTP, MGD: 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 of January 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% 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 1 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 (lan-Feb-Mar); Qtr2 (Apr -May -Jun); Qtr3 (Sul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 1.5 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD; Enter the requested flow volume.
g. Total actual and obligated, flows to the MGD Equals [d e f]
h..Percent of permitted flow used: Equals [(g / c)*100]
Page 4 of 6
117SE -13

For example:
On January 15 a POTW with a permitted flow of 6,0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD,
The first Form FTSE submitted after January 15, 2008 may have numbers like this,
c. — 6,0 MGD
d, = 0.5 MGD
e. = 2.7 MOD
f. = 0.015 MGD
g. = 3,215 MGD
h. = 53.6 c.)/0
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d.. = 0.515 MGD
e. = 2.73 MOD
f. = 0,102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent Form FTSE- will be updated in the same manner.
Section 11
List the pump station name or number and approximate pinup station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flo is the firm capacity of the purnp station divided by a peaking factor (p1) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process,
Firm
Pump Station Capacity
(Name or Number) MGD
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average
Daily Flow
(Firm / pt)
KaW Creek PS 0.800 0.320
„Valley Road PS 1.895 0.'758
Obligated,
Approx. Not Yet
Current Avg„ Tributary
Daily Flow, Daily Flow,
MGD MGD
0.252 0.080
0.472 0.135
Total Current
Row Plus
Ohl igated
Flow
0.332
0.607
Available
Capacity*
-0.012
0 151
Page 5 of 6
VISE o8-1 3

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where availaHe
capacity is C,
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and roust take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely: project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capaccity< tracking and acceptance compliance,
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in
d. The following applies;
The master plan and ten year capital plan contain recommended scope and funding fora capital project
entitled Kaw Creek Pump Station u e rade with funding planned in July 2014. This project is planned to
add©.1©0 MGD to the firm capacity of the pump station by October 2015,.Inclusion of this proposed
capital project as a condition of this Flown Tracking/Acceptance for Sewer Extension Permit Application
elevates this ro'ect's riori for fundin and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above,
and/or
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.
Page 6 of 6

Project:
Developer::
Public Utility:
County:
WWTP Facility
April 9, 2015
OXFORD CROSSING APARTMENTS — PUBLIC
ENGINEERING PROJECT NARRATIVE FOR INSTALLATION OF SANITARY SEWER
Oxford Crossing (apartments) 88 Units
Charlie Heritage at Oxford Crossing Partnership, LTD
City of Claremont, NC
Catawba County
Claremont North Wastewater Treatment Facility (NC 0032662)
Existing Conditions:
The City of Claremont has the line capacity and the allocation availability to accept the sewer flows from this
project, According to the City of Claremont the anticipated flows from this project are not expected to cause any
capacity related sanitary overflow, There is an existing 8-inch public sanitary sewer outfall traversing the property
and flowing north towards the treatment facility. The Catawba Truck Rental Pump Station lies between the site and
the treatment facility.
osed Protect
The project will include 82.79 L.F. of 8-inch public sanitary line and 1 new manhole.
The project will be developed at one time no phasing). All construction will be in accordance with the
requirements of the City of Claremont, NC and NCDENR Standards and Specifications. The attached letter from the
City of Claremont confirms there is adequate capacity available at the Claremont Wastewater Treatment Facility to
treat the wastewater discharge for this project.
Owner/Operator:
The public sewer line extended within this project will be maintained by the City of Claremont, NC,
Permits:
Prior to beginning construction of the proposed sewer line, the appropriate NCDENR Gravity Sewer Permit and
Grading Permit will be required.
621 E u
2740 27'1 • PO Pax 2 0 82,
Phony i1,6-27, 0P47l Fax 'r0Pv-27ti-3719
k!' i.t kY',V."i7r lTO -'Xt-a

March 23, 2015
Charlie Heritage
Vice President
WKZ Housing, LLC.
PO Box 26030
Greensboro, NC 27409
RE; Oxford Crossing
Proposed 88 Unit Housing Project
Oxford Street, Claremont, NC
Dear Mr. Heritage,
This letter is to certify that the City of Claremont sewer services are available to the
above property fronting North. Oxford Street and Walter Drive. The City has adequate
capacity to support the proposed 88 unit development. The property is served by an 8"
sanitary sewer line that transects the western edge of the property.
While the City has adequate capacity at its North Wastewater Treatment Plant, the
additional flow will place the City above 90 percent of capacity. The City plans to build a
new pump station and force main to address this additional flow. The construction of the
new pump station will begin as soon as all of the necessary permits are received. A fast-
track application (ETA 10-14) has been submitted.
If you require any additional information please contact City
Sincerely,
Catherine Renbarger
City Manager
CITY OF CLAREMONT
P.O. BOX 446, CLAREMONT, NC 28610
828-466-7255
a
828-466-7255,

Division of Water ReSOUICeS
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
'Watershed Classification Attachment (WS(AS 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 systemmponents from
classified waters as specified in 15A NCAC 2T .0305(0
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 Clas Ions (Mao or List'
A map with designated streams and their associated classifications can be obtained at:
ht n clenr.m .arc eh index.html?id=6e125ad7628f494694e259c8Odd64265
Find/selecrthe 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 oPriver basin can be obtained at:
httpdiportalmcdenr,oreweb/wcdosicsuictassifications (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 and 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 sub ed**
vision �11Iiiesourc
Water Ouality RegionOperations
Ashovirp 'tiro

Note on Unnamed Strearrt (1SA NCAC 42B.0301(i',
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, 1906, 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 streart'rs entering other states or for
specific areas of the basin:
ASSEE RIVER BASIN
E TENN RIVER BASIN AND SAVANNAH RIVE
DRAINAGE AREA
RENCH BROAD RIVER BASIN
ATAUGA RIVER BASIN
BROAD RIVER BASIN
NEW RIVER BASIN
CATA`bi4'BA RIVER BASIN __ M
YADKIN-PEE DEE RIVER BASIN
UMBER RIVER BASIN
ROANOKE RIVER BASIN
AN RIVER BASIN
TAR-PAMLICO RIVER BASIN
PAStfUOTANK RIVER BASIN
**Note that these i
t
entering Georgia or Tennessee shall be classified
Streams entering Georgia or Tennessee shall be classified
"C Tr." Such streams in the Savannah River drainage area
ering South Carolina shall be classified"B Tr."
earns entering Tennessee will be classified " B "
reams entering the State of Tennessee are classifier
ti
ntering South Carolina are classified "C."
Streams entering the State of Tennessee are classified
reams entering South Carolina are classified "C."
Streams entering Virginia are classified "C," and such
earns entering South Carolina are classified "C.'
ms entering South Carolina are classified "C Sw."
earns entering Virginia are classified "C Except that all
backwaters of Jahn H. Kerr Reservoir and the North
Carolina portion of streams tributary thereto not
otherwise named or described shall carry the
classification "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."
Streams entering Virginia are classified "C."
All drainage canals not noted in the schedule 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."
s 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 01-15)
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: h r ,ncdenr. eb w horne
Location ID Name of Waterbodyl
River
Basin
TAW 6A
Waterbody Waterbody
Index No. Classification
4.,
Div ol atvt
If unnamed, indicate "unnamed tributary to X", where X is the named walerbody to which the unnamed tributary joins.
I certify that as a Registered Profession& Engineer in the State o
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

Perrntt Number WQ0037742
Central Files: APS SWP
6/12/2015
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
jarnes,bealle
Coastal'SWRule
Permitted Flow
29,28©
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Oxford Crossing Apartments - Public
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Catawba
Owner Name
City of Claremont
Date Events
Owner Type
Government - Municipal
Owner Affiliation
Catherine Renbarger
City Manager
PO Box 446
Claremont
NC 28610
Orig issue
6/12/2015
App Received
4/15/2015
Regulated Activities
Draft Initiated
Scheduled
Issuance
Apartment complex
Condominium
Wastewater collection
Outfail
Public Notice Issue
6/12/2015
Requested /Received Events
Effective
6/12/2015
Expiration
Additional information requested
4I15/15
Additional information received 4/21/15
Waterbody Name
Index Number
Currant Class Subbasin

WKZ HOUSING LLC
8401 KEY BLVD.
GREENSBORO, NC 27409
Pay to the t L) V=
Order of _
PN CBAN I'�t
P C Bank, N.A. 00 .4
Dollars
15-3, 540

ater Resources
NVIRONMENTAL QUALITY
May 26, 2016
Catherine Renbarger, City Manager
City of Claremont
P.O. Box 446
Claremont, NC 28610
SUBJECT: Final Engineering Certification. Acknowledgement
Project: Oxford Crossing Apartments - Public
Permit No, WQ037742
Permittee: City of Claremont
County: Catawba
Dear Ms. Renbarger:
PAT MCCRORY
© R. VAN DER VAART
seer rnry
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 05/20/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form. PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.grg/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Homer S. Wade, P.E.(Boriun, Wade, and Associates, P.A., P.O. Box 21882,
Greensboro, NC 27420-1882)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 E, Center Avenue, Suite 301, Mooresville, NC 28115
Mane: 704.663.1699 \ Internet www.nedenr.gov

FAST TRYat K ENGINEERING CERTIFICATION
Permittee: City of Claremont Permit No. WQ0037742
seue Date: 06/12/15
Project: Oxford Crossing Apartments - Pubhc
Complete and submit this form 10 the permit issuing regional office with the follo�
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 ciear on the plans or on digital media (CD or DVD
disk) in pdf formal. Record drawingsshould indicate the design and the markedup changes during construction,
Supporting design calculations (selected pumps, system carve, 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-corrfpllance with this permit, regulations or
minimum des1tin crfksrja= Mod ft tf s h it td be subs ittedpr of fo ceattnn.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and ail required supporting documentation. Therefore, it. Is highly recommended that this certification
toe gent In a manner teat ttrovides raroof elf receilatby the Qi lston,
PER MITTEES FrTIFICATIQN
undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant t 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,
Caorti m
Printed Name, Title
IN
CERTiFICATION
Q Partial Final
a duly registered Professional Engineer in the State of North Carolina,
eying been authorized to observe (4�periodically, ❑' weekly, fl foil time) the ccnstruction 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
I permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
f 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:
Cp,q
G
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 2'6115
The Permittee is responsible for tacking all partial certifications up until a final certification is recety
i wastewater flow made tributary to rite wastewater collection system extension prior to completion
Engineer's Cart€ficaticn -snali be con a aiotratiran or the permit and shall subject the Permittee to ap,
enforcement actions.
.d, Any
of this
r pri'ete