WQ0033294_Regional Office Historical File Pre 2018

F. Easley, Govern, if
William 41 Ross
North trolina Department (-4 vironmeint and Nazural R,esotirces
Colan .H. Dtrector
Division of ‘Vater y
August 7, 2008
Mr. Donald E. Duncan
City of Conover
101 lst Street East
Conover, NC 28613
Subject; Permit No, WQ0033294
Walnut Ridge at Rock Barn Country Club
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr, Duncan,
In accordance with your application received on July 30, 2008, we are forwarding herewith
Permit No. VV00033294, dated August 7, 2008, to the City of Conover for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules, Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Ceritcr Ave, , Suite :30 l MOOresvik% NC 2S I 15
Internet w'vw nanwalequa[ity.or9 Customer Benxi 1 -87'7-62.'1-6748
An Equal Opportunityl,Afirmative Action Employer —50% Recycled/10% Post Consumer Paper
Phone: [phone] ax' [phone]
thit
NortlitCarolina

Mr. Duncan
Page 2
August 7, 2008
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 for the construction and operation of approximately 9,959 linear feet of
8-inch gravity sewer and the discharge of 36,720 gallons per day of collected domestic wastewater into
the City of Conover existing sewerage system in conformity with 15A NCAC 2T, the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable: and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Conover
WWTP (NPDES No. NC0024252) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the City of Conover, Conover must utilize whatever tracking tools necessary
for planning additions of sewer flow in order to maintain compliance with the VVVVTP permitted limits
and the VVOCS00088 permit requirements
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this rnatter, please contact Dee Browder at (704)
663-1699.
Sincerely .
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Miles A. Wright, Wright & Associates
Surface Water Protection Central Files
PERCS

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

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership. or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate; The approval of this request shall be
considered on its merits and may or may not be approved.
Construction of the gravity sewers. pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable: the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215,6C.
In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10, The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B ,0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of purnps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

not
d
as
he
Voice mail messages or faxed information is permissible, but
shall
l u thes conshurmaydere also t o
initial vernal report. Overflowsand spills occurring outside
reported to the Division n of Emergency Management at telephone [phone] or
(9t) - Personsreportingany of the occurrences le a pill by
form). within five days
completing Part I of Form - (or the most current Division approved
following fiat knowledge of the occurrence.
ris report �arart half �IrForm the � (orctions thern most
proposedtaken or
to ensure that the problem does not recur
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 2°1 of August, 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen N, Sullins, hector
Division of Water Quality
By Authority of the Environmental an gem nt o ml l n
Permit Nu ber W0003329-I

Fast Track Engineering Certification
Permit No, VVQ0033294
August 7, 2008
Owner, PANQCS PE
Donald Duncan Miles A. Wright
City of Conover Wright & Associates
101 151Street East 4190 Hwy. 16 South
Conover, NC 28613 Newton. NC 28613
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve„ operating paint, 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-complianctijserrnjt regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
partial
Lil F na
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (.1 periodically, [1 weekly, Ej full time) the construction of Walnut Ridge at Rock Barn County
Club, a Catawba County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Eng neer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking aft 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 approp
enforcement actions,
ate

z
0
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0
1—
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. OwnerlPermittee:
la. City of Conover
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Donald E. Duncan
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
D Individual 0 Federal Munidpaiity 0 State/County 0 Private Partnership Corporation 0 Other (specify):
1 d. 101 Street East
Mailing Address
lf. NC
State
1 h. 828 464 1191
Telephone
ij,
828465 5177
Facsimile
2, Project (Facilitv) Information:
2a. Walnut Ridge at Rock Barn Country Club
z
0
0
ai
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Miles A. Wright
Name and Affiliation of Someone
3b. 828 465 220,5
Phone Number
1 Project is New 0 Modifi
le. Conover
City
1g, 28613
Zip Code
E-mail
2b. Catawba
County Where Project is Located
o Can Answer Questions About this Application
3c. miies i_ghtan 'a sod. es,us
cation (o
2. Owner is Public (skip to Item B(3))
2. If private, applicant will be:
O Retaining Ownership (Le. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3, City of Conover
E-mail
n existing permit) if Modification, Permit No.
0 Private (go to Item 2(a))
2b, If sod, facilities owned by a (must choose one
O Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Northeast Wastewater Trearrnent Plant
Name of WWTF
5a. _ City of Conover 5b. 8
Owner of Downstream Sewer Receiving Sewer Size
6 The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
0 School
O Restaurant
0 Office
4b, NC0024252
Gravity 5c-
Force Main Permit # of Downstream Sewer (Instruction E)
WWTF Permit No,
0 Retail (Stores, shopping centers)
O institution
O Hospital
El Church
0 Nursing Horne
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
o Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Perrnit 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)
1 00 % Domestic/Commercial
% industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
36,720 gallons per day
FTA12 7._ver2

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0
cz
U—
z
UJ
CL
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 21,0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 27 .0114 (f)
102 houses at 360 Gal./day per house=, 36:720 Gal,
10. Summary of Sewer Lines to be Perrnitted (attach additional sheets'f necessary)
Size (inches)
8'
Length (feet)
9,959
New Gravity or Additional
Force Main
Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
(seif chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM 1- permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Power Reliability Option
Operational Point
permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point .
permanent generator wIATS; Force Main Size Force Main Length
GPM @TD1r1
2 - portable generator WARTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Lil Ves No If Yes, permit number of ed 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 El 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 2107 _ver2

14, 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?
77,
Yes Li No
rq Yes LiNo
Yes Ej No NiA
0 NIA
11 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2); involve aerial lines, siphons, or inte
manholes)? Those lines will be considered high priority and must be checked onco every six months
Check if Yes: Ei and provide details
Owner/Permittee's Certification (Signature of Signing Official and Project Name)
r
attest that this application for PVcilmit Rock 8ora Country Chth has
been reviewed by me and is accurate and complete to the ,bestytmykftbwied e, 1 understand that if all required parts of
this application are not completed and that if all required sus
this application package is subject to being returned as
Statutes 143-2156A. and 143-215,68, any person who,
certification in any application shall be guilty of a Clas
as well as civil penalties up to $25,90,0 per violation_,
,
1 a,
a Signature
nd attachments are not included,
nce with North Carolina General
any taise statement representation, or
wlich may Wide a fine not to exceed $10,000
ENGINEERING DESIGN DOCUMENTS MUST BE COMPL MITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAt tPROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
0
Date
attest that this application for 14 R,,, A ih;rii 701/M 1) 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 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 violation,
2a., Miles A, V\Inc.ht„ PE
Professional Engineer Name
2b. Wri.ght & Associates
Engineering Firm
2c. 4190 Hwy, 16 South
Mailing Address
2d, Newton
City
2gL828 465 2205 2h, 828 465 5873
Telephone Facsimile
2e, NC 2f. 28613
State Zip
2i. mflesKoilightandassocAate,s.us
E-mail
A
NC PE Seal, Signature & Date
'FT A 12/0

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -10/07)
Project Applicant Name: City of Conover
Project Name for which flow is being requested: Walnut Ridge, Rock Barn Properties
More than one ETSE-10/07 may, be required for a single project if the owner ofthe WWTP is not responsible for all
pump stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Conover, Northeast 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
All flows are in MGD
1.5
0.1478
0.638
0.036720
0.8225
54.83
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
Pump Station Name
Rock arn PS No. 1
Approx., Capacity, MGD Approx.. Current Avg,
(FT ' sign) Daily Flow, MGD
0.259 0.0403
III. Certification Statement:
, certify that, to the best of my knowledge, 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
related sanitary sewer overflows or overburden any downstream pump station en route to t <
treatment plant under normal circumstances. This analysis has been performed in accor
established policies and procedures using the best available data. This certification a
listed above in Sections I and U for which I am the responsible party, Signature oftht
acceptance of this wastcwater flow. ,

WALNUT CREEK
DEVELOPMENT
EX LYLE CREEK
PUMPING STA.�'
E` SEWER
PER "' IT APPLI AT
FOR
AL BUT RICE DEVELOP
872

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
City Or COilOVOr
Professional Engineer Name
VIiIes A. li'VrIght
Location
ID Name of Waterbodyl Count
atawba
vie Creek
Project Name —
V.,91nut R.lice at OCEiCiLL
i
Engineering Firm Name
& Associates
River
Basin
atawba
Waterbody
Stream Index No.
11-7643.5]
unnamed, indicate 'unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins
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
*** END OF FORM WSCAS-12107 ***
Waterbody
Classification
S-IV
SsloV
FORM: WSCAS-12107
Page 1 oCi

Wright
Associa
TO:
41110 NIGEOVAY IS SOUTH
NEWTON, NC ENOS
ISMS) 4SS-2203 OFFICE
(52a) 45 7i FAX
WE ARE SENDING YOU
THE FOLLOWING ITEMS:
SHOP DRAWINGS
PRINTS
• COPES
PLANS
SAMPLES
SPECIFICATION
COPY OF LETTER
COPY OF MAP
CHANGE ORDER
ti
DATE
•
THESE ARE TRANSMITTED AS BELOW
MARKS
FOR APPROVAL
FOR YOUR USE
AS REQUESTED
FOR REVIEW
TRANS
DATE:
PROJECT NO,
ATTENTION:
ATTACHED
OTHER SEE BELOW
A
STATEMENT
UItiIIER SEPARATE
COVER
application
FOR SIGNATURES
APPROVED AS SUBMITTED
RETURNED FOR CORRECTION
FOR BIDS
SIGNED: Recai H.
COPIES
C DENR RO
a urface Wafer Prrofecffor

Permit Number AP:10033294
Centrai Files: APS SWP
08/071/08
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
ciee,browder
Permitted Flow
36720
Status Project Type
Active New Project
Version
1 00
Permit Classification
Individual
Permit Contact Affiliation
Facility
facility Name, Major/Minor Region
Walnut Ridge at Rock Barn Country Club Minor Mooresville
Location Address
Qwrier
Owner Name
City of Conover
Dtes/Events
Drip issue App Received Draft initiated
08/07/08 07/30/08
Regulated Activities
Scheduled
Issuance
County
Catawba
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Michael Fox
PO Box 549
Conover
NC 28613
Public Notice Issue Effective
08107/05 08/07/08
e te /Re eived Events
Expiration
Subthvision Additional information requested
Wastewatei collection Additional information received
Otitfall 111a11.11
watereony Name
Stream Index Number
Current Class Subbasin

POPL.ES & A
NEWTON, NG `e
66-486/531

Fast Track Engineering Certflcation
Permit No. WQ0033294
August 7, 2008
OwnerNWITTP/WQCS PE
Donald Duncan Miles A. Wright
City of Conover Wright & Associates
101 184 Street East 4190 Hwy. 16 South
Conover, NC 28613 Newton, NC 28613
Complete and submit "s form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option se(ected) for any pump
stations permitted as part of this project
Changes to the project should be dearly 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,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial 4 Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodicaliy, 0 weekly, El full time) the construction of Walnut Ridge at Rock Bam County
Club, a Catawba County project for the Permittee, hereby state that, to the best of my abilibes, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T, the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting matenals,
North Carolina Professional Engineers
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
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 thls
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Wrigh
Associates
4190 HIGHWAY 16 SOUTH
NEWTON, NC 28658
[phone] OFFICE
[phone] FAX
ENGINEERS & SURVEYORS
TO:
NCDENR
Division of Water Quality
610 E. Center Avenue, Sul
Mooresville, NC 28115
WE ARE SENDING YOU : A ATTACHED
THE FOLLOWING ITEMS:
SHOP DRAWINGS
PRINTS
PLANS
SAMPLES
SPECIFICATION
COPY OF CALCULATIONS
COPY OF MAP
CHANGE ORDER
TRANSMITTAL STATEMENT
DATE: 9/3/2009
PROJECT NO 773-001
ATTENTION:
OTHER SEE BELOW
COPIES DATE NO, DESCRIPTION
UNDER SEPARATE
COVER.,
Permit No. WQ0033294
Record Drawings - Walnut Ridge Subdivision
Rock Barn Country Club - Conov
Fast Track En
THESE ARE TRANSMITTED AS BELOW,
FOR COST ESTIMATE
FOR APPROVAL
AS REQUESTED
FOR YOUR FILE
REMARKS:
FOR REVIEW
- Catawba County
neering Certification
APPROVED AS NOTED
APPROVED AS SUBMITTED
RETURNED FOR CORRECTION
FOR BIDS
SIGNED: Luis Catderon
COPIES File,