WQ0037794_Regional Office Historical File Pre 2018

FIN
n�
�� ��
N����� � Lk m`n���~��w�mn^North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 19,I0I5
Donald E.Duncan, ]', City Manager
City ofConover
POBox 549
Conover, NC286I3
Subject: Permit No. VV[lO037794
City ofConover
Conover Manor 'Public
Wastewater Collection System Extension
Catawba County
Dear Mr, Duncan:
Donald R. van der Vaart
Secretary
in accordance with your application received on May 13. 2015i we are forwarding herewith Permit No.
VVCV0037794, dated June 19, 2015, to the City nfConover 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until rescinded, and shall bcsubject Uothe conditions and limitations as specified therein. This cover
letter and supplement shall be considered n part of this permit and are therefore incorporated therein
by reference,
Please pay particular attention to the following conditions contained within this permit,
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 tmthe Pp'noittee.
it shall be responsibility of the City ofConover to ensure that the a*con5tructed project meets the
appropriate design criteria and rules, Failure tmcomply may result inpenalties imaccordance with North
Carolina General Statute 6143'2156A through §143'2156C, construction of additional or replacement
wastewater collection facilities, and/or referral nfthe 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 nd&udlcatory hearing upon written request vvbhim 30 days fo||mvvinU receipt of this permit.
This request must be in the form of written petition, conforming to [hapter15O8 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27699-G7l4. Unless such demands are made, this permit shall befinal and binding.
Moums iUeRegionalOffiue.Gi0Em¢Cmnte,Avemum.Mooeo Ule,NorthCondinm28115
Phnnm�704GG31699\|ntemetwwwcncdom.gom

City of Omaver
WQ0037794
If you need additional information concerning this matter, please canto
1699 or via esmail at jar s.b alle@n d nr. ov.
c 'rel ,
for S, Jay Zimmerman, P.G.,
l ivision of Water Resources
by Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
IVIoaresville Regional Office
cc
+iilas a,1riht P.E., Wright Associates Corp
Mooresville Regional Office
Water Resources Central Silos
PERCS (electronic copy)
am
s Reaps at i7t 4) 663

STATE OFNORTH [AROL|NA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OFENVIRONMENT 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 lshereby granted to the
City ofConover
Catawba County
for the construction and operation of approximately 392 linear feet of 8-inch gravity sewer as part of the
Conover Manor Public project, and the discharge of I,880 0aUomo per day of collected
domestic/commercial wastewater into the Northeast VVVVTPexisting sewerage system, pursuant to the
application received May 13' 2815^ and inconformity with I5ANCA[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 l' 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered apart nfthis permit,
This permit shall be effective from the date of issuance until rescinded and shall be subject tothe
specified conditions and limitations contained therein.
enmhissued this the 19mday, of Jone,ZD15.
'm'S.Jay Zimmerman, r.G.
Division ofWater Resources
Permit Number. WQ0037794

SUPPLEMENT TO PERMIT COVER SHEET
City of Conover 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 Northeast Wastewater
Treatment Facility (NCO024252) prior to being 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, 2080 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by North Carolina -licensed Professional
Engineer in the application. it shall be the Permittee'x 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
l. If, atany time, the additional wastewater flow volume made tributary tothis sewer extension is believed to
exceed the value permitted herein' a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow,
11. STANDARD CONDITIONS
l. This pwrnnb is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation hnmthe parties involved, and other supporting materials as may be
appropriate, The approval ofthis request shall brconsidered onits merits and may ormay not bpapproved.
2, This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T/ the 0wdum's Gravity Sewer Minimum Design [noeho
adopted February lZ' 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1. 2000 as applicable; and other supporting materials unless
specifically mentioned herein,
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 shaU be properly maintained and operated atall times. The Perm#teo
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance ofthese facilities as required by 15A N[A[ZT 0481 if an individual permit is not required, the
following performance criteria shall bemet asprovided |ml5AN[A[2T�0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A rnap of the sewer system shah be developed and shall be actively maintained,

pppp7p
C.
An operation and maintenance plan including pump station inspection hequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
dL Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365 days
per year). Pump stations that are connected to a telemetry system shall he 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.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B J0506(a), and public notice shall be provided as required by North Carolina General Statute
§143J15.2[.
h. AGrease Control Program isimplaceaofoUmws:
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 atleast b|'annua|
distribution ofgrease education materials to users ofthe collection system by the pennitteeorits
representative.
I Grease education materials shall be distributed more often than required in Parts (1) and (Z) 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
jDocumentation shall be kept for Subparagraphs (a) through (|) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system,
5. Noncompliance Notification:
The Pernmitteoshall report bytelephone ,oawater resources staff member at the Mooresville Regional Office,
telephone number(7O4) 663-1699, 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 asmechanical or electrical failures nfpumps, line blockage or
breakage etc,; or
b. Any 5SOand/or spill over l'DOOQaHons,-mr
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages urfaxed information bpermissible, but this shall not beconsidered asthe initial verbal
report. overflows and spills occurring outside normal business hours may a�so be reported to the Division of
Emergency Management attelephone number (800) 058'0368 or (919) 733'3308. Persons reporting any of
the above occurrences shall file a spil:l report by completing and submitting Part IofForm C5'S8O(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 betaken to ensure that the prnWem does not recur. Part 11 of Form

CS-SSO (or the most current Division approved form) can also be completed to show that the SSOwas beyond
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.
7 Per I5A NCAC 2[0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall besubmitted with the required
supporting documents tothe address provided unthe 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 m private entity with an Operational Agreement, then a copy of the Articles :f
Incorporation, Decla rations/Cove na nts/ Rest r ictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds off ice shall be submitted with the certification.
Acomplete certification isone where the form ofully executed and the supporting documents are provided as
applicable, Supporting documentation ohaUinclude the fv|low,nO�
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 be clear on the plans or on
digital media (CD or QVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy ofthe supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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,
c. Changes 10the project that donot result innon-compAaocewith this permit, regulations, orthe Minimum
Design Criteria should be deady, identified on the record drawings, on the certification in the space
provided, urinwritten summary form.
Prior toCertification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of l0%mrgreater, 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 or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit, Please note that variances to the
Minimum 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 be approved, thus
requiring replacement a,repair prior tocertification & activation,
&. A copy of the construction nsuvd drawings shall be maintained on file by the Permbteefor the life of the
wastewater collection facilities.
9, Failure to abide by the conditions and limitations contained in this permit, ISA NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June l, 2000 as npp|icab|e/ and other
supporting materials may subject the Perm|ttceto an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-2B.64through §143-2ll6['construction ofadditional mrreplacement
wastewater collection fad|lt|es, and/or referral of the North Carolina-|icen5ed 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,
11, The issuance of this permit shall riot exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 28 ,0200, erosion and
sedimentation control requirements in 15A NCAC Chi 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 28 ,0200 and 15A NCAC 2H i0500,

FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Conover Permit No, WQ0037794
Project: Conover Manor - Public Issue Date: 06/19/15
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 Date
ENGINEER'S CERTIFICATION
II Partial El Final
. as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E1 periodically, weekly, 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

ppprPP:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
/. OwneriPermittee:
la„ City of Conover
Full Legal Name (company, municipality, HOA, util ty, etc.)
lb. ce,r+iT
Sign g Official Name and Title (Please review 15A NCAC 2T 0.106 (b) for authorized signing o
1 c. The legal entity who will own this system is:
Ei Individual D Federal Municipality 0 State/County El Private Partnership U Corporation KelitrOapeC115NR/DwR
ce
0
z
LL
—J
a.
th
Application Number:
(to be completed by DVVQ)
ld. P.O Box 549
Mailing Address
if, NC
State
1 h, 18281464-4808 11. 0281.164-52 9
Telephone Facsimile
Z Project (Facility) Information:
2a. Conover Manor
Brief Project Name (permit will refer to this name)
3 Contact Person;
3a. Miles A. Wright, PE
le, Conover
City
lg. 28613
Zip Code
ft- a s!
WOR
NI00.RESVILLE REGIONAL, OFFICE
1j, Jimmy.Clarkeconovernc.gov
E-mail
2b. Catawba
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b [phone]
Phone Number
1 Project is New
3c. [e-mail]
E-mail
odification (of an existing permit) If Modification, Permit No:
2. Owner is El Public (skip to Item B(3))
2a„ If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc) or
El Leasing units (lots, townhomes. etc, - skip to Item B(3))
D Selling units (lots, townhomes, etc, - go to Item B(2b))
D Private (go to Item 2(a))
2b, If sold, facilities owned by a (must choose one)
El Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction D)
3, City of Conover
Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
4a Northeast WWTP
Name of WWIF
4b NC0024252
VVVVTF Permit No.
5a. City of Conover 5b. 8" Gravity 5c, WQ0033294
Owner of Downstream Sewer Receiving Sewer Size El Force Main
6, The origin of this wastewater is (check all that apply):
Z Residential Subdivision
Apartments/Condominiums
rj Mobile Home Park
E] School
El Restaurant
El Office
Permit # of Downstream Sewer (Instruction E)
E] Retail (Stores, shopping centers)
O Institution
O Hospital
• Church
• Nursing Home
o Other (specify).
7 Volume of wastewater to be allocated oekermitted for this particular proje
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why,
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
: 2.880 gallons per day
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No,
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (0,
32 Bedrooms X 120 GPD/Bedroom= 3,840 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
New Gravity or Additional
Force Main
392 Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
LLI
Pump Station Location ID
0
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
GPM @TDH permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Length
0
E*" Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
ce (MGD)
0
Operational Point
Power Reliability Option
.
GPM @TDH permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length.
ce Pump Station Location ID
U.!
Design Flow
(MGD)
CC;
Operational Point
GPM @TDH
(self chosen
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w/MTS
- as shown on plans/map for reference)
Force Main Size Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
o Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes D No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Yes [-,:j No N/A
Yes lZ No Ej N/A
Ei Yes No El N/A
15, Does this project include any high priority lines, [see 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
Check if Yes: II and provide details
la,
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
,17:2attest that this application for
reviewed by me and is accurate and complete to the best of my kno
application are not completed and that if all required supporting
application package is subject to being returned as incompl
Statutes 143-215,6A and 143-215,6B, any person who kn
certification in any application shall be guilty of a Clas
as well as civi! penalties up to ,s2p per violation,
gn ng Official Signature
has been
dge7I understand that if all required parts of this
"on and attachments are not included, this
nce with North Carolina General
tatement, representation, or
include a fine not to exceed $10,000
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN' AND PROFILE OF SEWERS, THEIR PROXIMITY
Goi TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,0305
0
2,
Professional Engineer's Certification: (Signature of Design Engineer and Project Na
„ , attest that this application for
has been
reviewed by me and is acWurate, 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 materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, 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. Miles A. Wright, PE
Professional Engineer Name
2b. Wright & Associates
Engineering Firm
2c. 4190 H 16 South
Mailing Address
2d„ Newton
City
2g. [phone] 2h. [phone]
Telephone Facsimile
2e. NC 2f, 28658
State Zip
2i. [e-mail]
E-mail
NC PE Seal, Signature & Date
FTA I 2/07

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 Conover
Project Name for which flow is being requested: Conover Manor
More than one VISE may he required fir a single project if the owner of the kV147TP is not responsible ,for
stations along the route of the proposed wastewater flow
np
. Complete this section only if you are the owner of the wastewater treatment plant.
a. W\k,'TP :Facility Name: Northwest WWTP
b. WWTP Facility Permit #: NC0024252
c,. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
A
e i,i ilIGD
353,Z
0, 51
0 384-
I , 0476,72.
70
1 . 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)----(B+C) (E)-(A-F))
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg, Tributary Flow Plus
(Name or Capacity,* (Firm 1 pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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 (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 <0.
Page 1 of 6
12 I SE OS- 13

II. Certification Statement:
ertifyto the best of my knowledge that the addition of
vc ltrrtie of wastewater to be permitted in this ar jeet has been evaluated along the route to the
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 theimplementation.
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 II
plus all attached planting assessment addendunis for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
receiving wastewater treatment fact
)f6

9TH 5T NE
CON
4TH,ST SW
` 6TH 5T 5W
7TH?ST NE
1ST ST SE
400()
LAP Rd NE
CABLE DR N
3RD ST NE
EV4N

7794
C t wr
Non -discharge
Peit Type
Gravity Sewer Extension, Pump Stations, Pressure Sever Extensions
Primary Reyie r
iames,bealle
Coastal WRul
Permitted Flow
2,880
Facifiy
Central Ftles APS
611 12 t
'r I Tracking lip
Active
n
,00
Project Type
New Project
Permit Classlttcation
Individual
Permit Contact Affiliation
Facility Name
Conover Manor _ Public
ion Address
wner Name
City of Conover
Fac`rt
Owner Type
Government Municipal
Owner Affiliation
lirnmy A. Clark
PO Box 549
Conover
Reim
Mooresville
County
Catawba
NC 2861 054
Or Isaac
6/16r d155
RegulatedAct!
App Recewe r tt lotlttatad
511 31201
Subdivision
"astewater callacticaai
tttl
Scheduled
Iauance
Public Notice
ue
6/19/2015
Reg ted /Received Events
ctwe
6/1 /2015
Expiration
Additional information requested
Addotl nal intormalidn received
4fidaternody Name
ndex Number Curtient tags Subbas n

PAY TO THE
ORDER OF
MEMO
WRIGHT & ASSOCIATES
4190 HIGHWAY 16 SOUTH
NEWTON,. NC;:28658
(828) 465-220
NCDENR
ur Hundred Ei
NCDENR
APERAMD O
TY°SCREE CdP1:+.BACK WITH '_PADLOCK SEGUE
NEWTON, NC 2
5/ /201`;
.«480 00
AUTORIZEB At
1504