WQ0037325_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
jOhOE, SkVQrl8.iN
Secretary
Donald E.Duncan, Jr.
City ofConover
POBox 649
Conover, NC2G613
Subject. Permit Nn.VVQOOI7]Z5
City ofConover
Conover Station U
Wastewater Collection System Extension
Catawba County
Dear Mr. Duncan:
In accordance with your application received on August 26, 2014 we one forwarding herewith Permit
No. VV[0037325' dated August 13, 2814, to the City ofConover for the construction and operation of
the subject wastewater collection system extensinn. 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issuance until rescinded, and shall be subject to the conditions and limitations, as specified therein.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
cove/ letter and supplement shall be considered a part of this permit and are therefore incorporated
therein byreference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4:
Requires that the wastewater collection facilities he properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system -wide collection system
permit issued tothe Permi1tee.
it shall be responsibility of the City ofConover tn 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 V143-215.6A through 6143-215.6C, 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 Unnkntiona 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 written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N[37G99-67I4. Unless such demands are made, this permit shall befinal and binding.
Mooresville Regbndk0ffica010East CenerAveue, Moomnville,lCamUna2055
Pku&704-66316�9\ntene|:x�wnpdenr�qry

y 0 Conover
IhQ0Cl37325
If you need additional information concerning this matter, please contact James Beaile at (704) 663-
1699 or via e-rnall at jamesibealle@ncdenrigov.
Division of Water Resources
by Michael L Parker
Regional Supervisor
Water Quality Regional Operations Section
tVloaresville Regional Office
cc: Pi Scott Bell, Davis & Floyd, Inc,
Mooresville Regional Office
Water Resources Central Files
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 Conover
Catawba County
for the construction and operation of approximately 315 linear feet of 8-inch gravity sewer as part of the
Conover Station Ip project, and the discharge of 9,400 gallons per day of collected domestic/commercial
wastewater into the Clark Creek WWTP existing sewerage system, pursuant to the application received
August 26, 2014, 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.
ermit issued this the 5th day of September, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037325

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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 Clark Creek Wastewater
Treatment Facility (NCO036196) prior to being discharged into the receiving stream.
Permitting ofthis project does not constitute an acceptance of any part of the project that does not
meet 154 NC4[ ZT; 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 ofPump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application, It shall be the Prrmhtee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
. SPECIAL CONDITIONS
I. If, atany time, the additional wastewater flow volume made tributary oothbsewerextemaon 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.
U.STANQARD CONDITIONS
I. This permit bnot transferable. |nthe event there isadesire horthewastewater collection facilities tochange
ownership, or there is a name change of the Pornni<tee' 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 nfthis request shall beconsidered onits merits and may ormay not beapproved,
1 This permit shall become voidable unless the wastewater collection bc|bks are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12' 1990asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
ofPump Stations and Force Mains adopted June I' 200Oas 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 he properly maintained and operated a,all times. ThePermVttee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCA[2T .0403. If an individual permit is no, required, the
following performance criteria shall bemet asprovided inl5ANCA[ZT.U4O3:
a. The sewer system shall beeffectively maintained and operated at all times to prevent discharge ^oland or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b, A map of the sewer system shall be developed and shall be actively maintained,

,
ppp7c
An operabon and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d, Pump stations that are not connected to telemetry system shall beinspected everyday (Le. 365 day
per year). Pump stations that are connected toatelemetry system shall be inspected atleast once per
week.
e High -priority sewer lines shall be inspected at least once per ever six -months and inspections are
documented.
9-
A8ene/a�obsemationoftheemtiresevvprsystemshaUbvconductedat)east once per year.
Overflows and bypasses shall bereported tm the appropriate Division regional office in accordance with
154 N[A[213 0506(e)' and public notice shall be provided as required byNorth Carolina General Statute
§143-215.1C.
h. AGrease Control Program isinplace ashmUows�
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 |egal means to
require grease interceptors at existing establishments. The plan shall also include legal moans 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 permlttee or its
representative,
3, Grease education materials shall bedistributed more often than required in Parts (l) and (l) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows,
Right-of-waysand easements shall bemaintained xnthe full easement width for personnel and equipment
Documentation shall be kept for Subparagraphs (a) through Q of this Rule for a minimum of three years
with exception mfthe map, which shall bemaintained for the life ofthe system,
S Noncompliance Notification:
The Permitneeshall report bytelephone toawater resources staff member at the Mooresville Regional Office,
telephone number (704)6h3-1h99.assoon os possible, but }nno case more than Z4hours oron the next
working day, following the occurrence or first knowledge of the occurrence of either of the following�
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSOand/or spill over l'0O0gallons; or
c, Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report Overflows and spills occurring outside normat business hours may also be reported to the Division of
Emergency Management attelephone number (80D)858-0368or [phone]. Persons reporting any nf
the above occurrences shall file aspill report bycompleting and submitting Part IofForm [S'SSO(or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part 11 of Form

CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was 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 of the State.
7 Per I5A N[4C 2T.8116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form Acomplete certification is one where the &m,rn is
fully executed and the supporting documents are provided as applicable, 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 actilons,
If the permit is issued to a private entity with an Operational Agreement, them a copy ofthe Articles of
|ncorpostion'nmc|arabons/[ovenants/Re»hctiqns, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
Acomp|ere certification is one where the form is fully executed and the supporting documents are provided as
apphoab|e. Supporting documentation shall include the foUmwinQ�
a. One copy ofthe project construction record drawings (plan & profile viewxmfsemer|ines & force mains)
of the wastewater collection system extension, Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined msthe 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 ca|cu|vt|omv, available storage if portab|eDenemtm/(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 tothe project that donot result |nnon-compliance with this permit, regulations, orthe Minimum
Design Criteria should be dearly identified on the record drmwings, on the certification in the space
provided, orinwritten summary form.
Prior toCertification (Final or Partial)- Permit modifications are required for any changes resoidn8iu non-
compliance with this permit (|ncyuding pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regu|at�ons' or the Minimum Design Criteria, Requested modifications orvariances tm the Minimum Design
Criteria will he reviewed on a case -by -case basis and each an its own merit, Please note that var)ance5 to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged bythe Division and may not beapproved, thus
requiring ,rp|acementorrepair prior \ocertification &activation.
8 A copy of the construction record drawings shall be maintained on file by the Pe(mitteo for the life of the
wastewater coNechoofacilities.
S� Failure ooabide bythe conditions and limitations contained inthis permit; I5AN[A[2T;the Division's Gravity
Sewer Design Criteria adopted February 12' 1998 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June l, 2008 as applicable; and other
supporting materials may subject the Permittec to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through g14]-215,6(, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the

10, In the evert 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 DWision, such as the construction of additional or replacement facilities.
The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, 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 154 NCAC 2 .0200, erosion and
sedimentation control requirements in 154 NCAC h. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands urader 154 NCAC 2B ,0200 and 154 NCAC 2H .0500

FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Conover Permit No, WQ0037325
Project: Conover Station II Issue Date: 09/05/14I
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 Perrnittee, 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.
L
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
P Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (I] periodically, n weekly, Eli 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,

z
MOM
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR)
/ Owner/Permittee:
la, City of Conover
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Donald E. Duncan Jr Ciy Mana,,er
Signing Official Name and Title (Please review 15A NCAC 2T .01,06 (01 for authorized signing officials)
lc, The legal entity who will own this system is,
0 Individual 0 Federal Z Municipality LI State/County 0 Private Partnership ID Corporation 0 Other
ld. Pg Box 549_
Mailing Address
if NC
State
0 111. 828.464.1191
11 828 465 5177
Telephone Facsimile
2. Project (Facility) Information:
2a Conover Station II
Brief Project Name (permit will refer to this name
3 Contact Person:
3a P Scott Bell, PE, Consultant
le. Conover
City
lg. 28613
7014
Zip Code
1j DONALD.DUNCAN CONOVERNC.GOV
E-mail
2b. Catawba
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828.322.2290
Phone Number
[e-mail]
E-mail
1 Project is Z New 0 Modification (of existing permit) If Modation, Permit No,:
2 Owner is Public (skip to Item B(3)) Z Private (go kfjem 2(a))
2a If private, applicant will !pe-
p Retaining Ownership (i e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, eto. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Newton
Owner of Wastewater Treatment Facility F) Treating Wastewater From This Project
4a. Clarke Creek
Name of VVWTF
5a, City of Conover 15b. 8" Gravity 5c. W00034446
Owner of Downstream SewerlReceiving Sewer Size i0 Force Main Permit # of Downstream SewerInstruction F
6, The origin of this wastewater is (check all that apply):
0 Residential Subdivision
: 0 Retail (Stores, shopping centers) , 100% Domestic/Commercial
0 Apartments/Condominiums ID Institution % Industrial
0 Mobile Home Park 0 Hospital
,41'
0 School 0 Church (Attach Description)
Restaurant E] Nursing Home % Other
0 Office 4 Other (specify): ,
(Attach Descnption)
b. If sold, facilities owned by a (must choose one)
O Public Utility (Instruction D)
El Homeowner Assoc (Developer (instruction E)
4b.
VINVTF Permit No.
7 Volume of wastewater to be allocated or permitted for this particular project, 9,400 gallons per day
*Do not include future :flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
08-13 APPLICATION Page 4 of 6

2
2
0
2
0
I W.
0
U.
9. Provide 1M wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for'
the value in Item B(7) ND/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 W.
40 gal/seat x 75 seats (restaurant) = 3000 gal
50 gal/100 SF x 12,000 SF (Gym) = 6000 gal
10 ga1/100 SF x 4,000 SF (Yogurt) = 400 gal
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 315 New Gravity
11 Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: rife (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
Pump Station Location ID: nia (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TD11
Power Reliability Option
1 - permanent generator WATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
ri 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 Permitting_ of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
E Yes 0 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
FTA 08-13 APPLICATION Pa(ze 5 of 6

14. Have the following permits/certific,ations been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No 1 N/A
Sedimentation and Erosion Control Plan? El Yes El No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? 0 Yes 0 No N/A
15. Does this project include any high priority lines (15A NCAC 02T 0402 (2)) involve aerial nes, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: I=J and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
la,
1, Donald E. Duncan Jr. , attest that this application for Conover Station II
_ has been reviewed by Me and is accurate and complete to the best of my knowledge, I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incornp,
General Statutes 143-215.6A and 143-215,6B, any person who know'
certification in any application shall be guilty of a Class 2 misdeme
as well as civil penalties up to $25,000 per violation.
icial Si
e
e: In accordance with North Carolina
statement, representation, or
fine not to exceed $10„000
ate
ENGINEERING DESIGN DOCUMENTS MUST BE COMP SUBMITTAL OF THIS
APPLICATION THESE DOCUMENTS MUST INCLUDE PLAN AND F SEWERS, THEIR PROXIMITY
(1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2. Professional Engineers Certification (Signature of Design Engineer and Project Name)
LU
1, P. Scott Bell ,attest that this application for _ Conover Station II
_ has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance, Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that 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 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
2a. Preston Scott Bell
Professional Engineer Name
2b Davis & Floyd
Engineering Firm
2c. 1073 le Street SE
Mailing Address
2d, Hickory
City
2e NC 2f 28602
State Zip
2g, 828-322-2290 2h, 2i, sbell@davisfloy_d_com
Telephone Facsimile E-mail
NC PE
ture & Date
FTA 08-13 APPLICATION Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
How Tracking/Acceptance for Sewer Extension Applications
(ENE 08-13)
Project Applicant Na
f New
Project Name, for which tlove is being requested: Conover Station 1.1,
more than ,,,,tIL FTSE 1)iC4,1' be requirel "Or o single prqleor the u 7i 1 c?" the IHITT!, is not responsible for ail pump
s !Oa 011S tit Ot'tg I he 1'0We (1: 'the proposed wastewater flow.
.1. Complete this section n if yolt a re the owner of the Wastewater treatment plant,
a. WIkrf P Facility Name: Clarks Creek Waterwatcr Treatment PLant
b. WWTP Faciliiy Permit /z: NC0036196
c. WW rp facility's permitted llow 5.0
d. Estimated obligated flow not yet tributaryto the \V\\ 0
e. WWfP facility's actual avg.. flow
E Total flow for this specific request
g.. 'rotal actual and obligated flows to the facility
h. Percent of permitted flow used
IGO
")94
1 .9
3 8%
II, (..-',.omplete this section for each painp station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located betw"een the project connection point and the WWTP:
(A) (11) (C) (D)-(13+C) (I)-(A-D)
Desin Obligated,
Pump Average Daily Approix, Not Yet Total Current
Station firf T1 HOW" Ctirrell t Avg, Tributary Flow l'h.
(Name or Capacity:* (Firm 1 pf), Daily Flow, Daily Flow, Obligated Avnilable
Number) MO 0 N1GD MG 1) MGD F low Capacity***
. .
I ite Finn Capacity. ofpunipstation is dcfiucd as the maximum pumped flow' that
can be achieved With the largest pump taken out 01service.
Design Average Daily Flow is the firm capacity of the pinup station dixided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached fur each pu.nip station located
between the project connection point and the WW'IfP where the Available Capacity is < O.
Page 1 of 6
1TSE 08-13

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USGS Tope Map
Fig 1)

1305 NORTH CENTER STREE
el HICKORY, NC 28601
lecture 828-322-2290
! Dlnvironmental & laboratory Services
towner
CITY OF CONOVER
Draing Title
STREET LEVEL MAP
Project Title
CONOVER STATION II
Dote
8/13/14
Job No,
041000.07
Olin, 11O•11111101110111, figC
Sketch Reference
W-201, eU-2E12
ject Location
CONOVER STATION
EXBT-2

August 13, 2014
NCDENR
DNision of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Re: Conover Station fi
Sewer Extension
D&F Job Number: 041000.07
Dear Sir:
The City of Conover is providing site improvements for Conover Station II, an infdl project associated with
the rnultimodal facility. The existing site was formerly a 26.5 acre Broyhill Furniture Plant located just
north of Hwy 70 SE on the west side of 3rd St. SE, Site Improvements are to include a paved parking
lot new connector street, storm drainage, connection to existing public utilities, and a new 1 story building
housing a new gym facility, and potentially a restaurant and a yogurt shop. This application is for the 314
LF extension of an existing 8" PVC gravity sewer. The new gravity sewer will serve the proposed building,
with no future flows anticipated, The project will be competitively bid, and constructed by an insured
general contractor, licensed in accordance with NC General Statutes.
Very truly yours,
DAVIS & FLOYD, INC,
P. Scott Bell, PE
Senior Project Manager
Enclosures
nia
c:n/a
Engineering Architecture Environmental I Laboratory
1073 139 Street SE Hickory, NC 28602-4165 [8281 322 2290
davisfloyd,corn

r Number
Progr itsCategoty
Non-diseharge
Permit Type
Grayly Sewer Extension, Pump Stetsons, &'Pressure Sewer Extensions
Primary Reviewer
lames Tulle
tar Ftu
Parmitred Platy
9,400
Facia
Facility Name
Conover Station if
Location Andress
Own
Central Files: APS
Permit Tracking Stip
tacus
Active
Version
1.00
Project Type
New Projec
Permit Classifeati i
Individual',
st Granted Affiliation
Mn
Facility C ntas
la
on
114
Region
Mooresville
County
Catawba
wvner Name
City of Conover
ntu
°v,iter Type
overrrent -Municipal
Owner Affiliation
rr r y A Clark
Orig Issue
9/512014
Regulated Actl
App Received Draft lnitlatetl
8/26/2014
citerlrrted
(ranee
astaurant
Wastewater cr llection
trt
Cdailioncl
Additional inform
PO Box 549
(Conover
rta
9/512014
alra rt rn+r sled
N 2 61 054
Effective Expiration
9/5112014
body Nan
trearraCnde r Number Ctrrrsnt C a Subbasin

67743 8480.00