WQ0033054_Regional Office Historical File Pre 2018

hlichael F Easley,. Governor
Wiliiam G. Ross Jr., Secretary
North Carolina Department (if Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 18, 2008
Mr, Martin Wilson, DPW
City of Newton
PO Box 550
Newton, NC 28658
Subjea Permit No. WQ0033054
Christ Alive Church
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr. Wilson,
In accordance with your application received on May 20, 2008, we are forwarding herewith
Permit No. VVQ0033054, dated June 18, 2008, to the City of Newton 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This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 61.C. Fast Cemer A Suite 301 Mooresville, NC 28115 Phone, 704) 1)63 - 69 Fax: [phone]
1nlemet: www.ncfnicaterquaiity.org Cusioniier Service' 1-s, 77-623-674,8
An. Equal OpportunityfAffirrnative Action Employer - 5C Recycled/10% Pos Consumer Paper
Ont
olin
,,Naturally

Mr, Wilson
Page 2
June 18, 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 for the construction and operation of approximately 164 linear feet of 8-inch gravity sewer and
the discharge of 900 gallons per day of collected domestic wastewater into the City of Newton 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 Newton
WVVTP (NPDES No. NC0036196) 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 Newton Newton must utilize whatever tracking tools necessary for
planning additions of sewer flow in order to maintain compliance with the VVVVTP permitted limits and
the WQCS00044 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 matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Samuel King, King Engineering of Concord, Inc.
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERM T
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
Divisions 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,
c. 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. Thispermit 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.
5. 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 pumps, 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,

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur, Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control
Permit issued this the 18th day of June, 2008,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
lox Coleen Hi Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ003395.1
3

Fast Track Engineering Certification
Permit No. WQ0033054
June 18, 2008
Owner/WQCS/WVVTP PE
Martin Wilson, DPW Samuel King
City of Newton King Engineering of Concord, Inc.
PO Box 550 401 Poteat Drive
Newton, NC 28658 Morganton, NC 28655
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 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,
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 1 1 Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, LI weekly, LI full time) the construction of Christ Alive Church, 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 Engineer'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 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

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwnerIPermittee :
City of Newton
Full Legal Name (company, municipality, HOA, utility, etc,)
p y,
1b Martin
Dl Wilson, Public Works and Utilities Director
Signing and Title (Please review 15A NCAC 2T ,0106 (b)
Application Number:
(to be completed by DWQ)
The legal entity who will own this system is:
© Individual ❑ Federal Municipality ❑ Sta
l d. _ PO Box 550
Mailing Address
_ NorthmCarolina
Z State 445 t49 x31,
0 1 h. 828-4 .5-7 22-
Telephone
z
Facsimile
or authorized signing o
ials! )
/County ❑ Private Partnership [a Corporation ❑ Oter (specify):
le. Newton
2 Project (Facility) Information:
2a. Christ Alive Church 8" Sanitary Sewer Extension
Brief Project Name (permit will refer to this name)
ontact Person:
m King, Jr., Design Engineer — King Engineerin0c.
Name and Affiliation of Someone Who Can Answer Que
3b. 828-403-5586
Phone Number
1. Project is ® New ❑ Modification (of an existing permit
2. Owner is ❑ Public (skip to Item B(3)) ❑ Private (go to Item a
))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction D)
City
1 g, 28658
Zip Code
mwilsonr?e
E-mail
2b Catawba
Count+! Where Proje
ions About this Application
samkingfish@Bolcom
E-mail
dfication, Permit No.:
Retaining Ownership (i,e. store, church, single office, etc) 0
Leasing units (lots, townhomes, etc, - skip to item B(3))
® Selling units (lots, townhomes, etc. - go to Item B(2b))
City of Newton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
,4a. Clear Creek W4b. N00036
196
TP
Name of WWTF . NC W
WWTF Permit No.
._, .. w... _
City of Newton ,5b 8" Gravity c. WQCS00044 _�
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit # of Downstream Sewer (Instruction E
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
❑ School
❑ Restaurant
❑ Office
0 Retail (Stores, shopping ce
❑ Institution
0 Hospital
Church
0 Nursing Home
0 Other (specify):__
Volume of wastewater to be allocated or permitted for this particular project: 900
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
© Rehabilitation or replacementof existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
estic+Commerci
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
'0 �

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 foil
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
300 seats at 3 gpd = 900 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Surn ary
Length (feet)
164
New Gravity or Additional
Force Main
Gravity
Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as nece
Pump Station Location ID
Design Flow
(MGD)
Operational Po
GPM @TDH
n
ary)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
permanent generator wWATS;
2 - portable generator wOMTS
Force Main Size Force Main Length
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans for reference)
Power Reliability Option
- permanent generator MATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pu
p Station Location ID (self chosen - as shown on plans/map
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator wiMTS
Force Main Size
or reverence
Force Main Length;
12. Will the wastewater flow in the proposed sewer tines or pump stations be able to be directed to another treatment facility?
El Yes j No If Yes, permit number of 2rrid treatment facility
(RO — if "eyes" 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 Purnp Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Q Yes LI No
If No, please reference the pertinent rninimurn 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
Ef',A i ?,°tl7 ver2

Signing Official Signature
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? Z Yes El No Z N/A
Sedimentation and Erosion Control Plan? Z Yes E] No L N/A
Stormwater? Z Yes Li No LI N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference I
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ZI and provide details
1, OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
1, Martin D. Wilson, Pubic Works and Utilities Director, attest that this application for Christ Alive 8' Sanitary Sewer
Extension has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all
required parts of this application are not completed and that if all required supporting documentation and attachments
are not included, this application package is subject to being returned as incomplete. Note: In accordance with North
Carolina General Statutes 143-215,6A and 143-215,6B, 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 ex d $10,000 as well as civil enalties up to $25,000 per violation,
)
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
i Z
! 0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Samuel L. Kinq, Jr, attest that this application for Christ Alive 8" Sanitary Sewer Extension 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 l 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
:ffitiliseo::
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
H
2a. Samuel, kin J
''' OF E
Professional Engineer Name
2b, lqiig_engineering of Concord, Inc,
Engineering Firm
2c. 401Poteat Drive
Mailing Address
E2d, Mor,ganton
City
2e. NC 2f. 28655
State Zip
2g, 828-403-5586 2h. 828-433-7708 2i, samkingtish ol.com
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FT A I 24)7 ver2

State of North Carolina
Department of Environment and. Natural Resources
Division of Water Quality
Flow Trackng 'Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
Ct- d EL& TOrt-•1
Project Name for which flow is being requested: Ckit( sT V e S
More than one FTSE-1O/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: C L fk . K C C. EG L CY T P
b. WWTP Facility Pen -nit #: N no 3 Co 1, Co
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
5. 0
GD
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 Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
N �A
III, Certification Statement:
I, ikARrio ` ., , 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 capacity
related sanitary sewer overflows or overburden any downstream, pump station en route to the receiving
treatment plant under normal circumstances. 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 for which I am the responsible party. Signature of this form indicates
f th�v�titewateI flow.
Signing Official Signature Date

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section 1
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flo
b. WWTP Facility Penn t #: Enter the NPDES or Non -Discharge number for the WWTP receiving t➢te
wastewater flow,
c. WWTP facility's pe
d flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estima ed obli aced flow not v°et tributaryto the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
-years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less.
than 60%© of permitted flow used, Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted. flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume,
g. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ
h. Percent of permitted flow used: Equals [(g / c)* 100]

Clark Creek 1!''TP Flaw Tracking
Permitted Flow
5 1r2 08
5 MGD
It Permitted Flow (includes Conover) 1,739
Average IU Flow
0636
Industry Obligated but not tributary 11 03
Target Dist. Center 0.03
Falls Subdivision 0.03936
Christ Alive Church 6,600
Total Obligated 1,17326
kti/VVTP 12 month Average Row
Actual plus obligated
Percent
1.7
2.87326
5,%,a

opo Maps
Page 1of1
http://www.trails.comr'topo.asp`?tat=35.6393885©©a764&lon--81.2199434941289&s- 25&,.. 5/13/2008

King Engineering of Concord, Inc.
401 Poteat Drive, Morganton, NC 28655
Phone: 828 403 - 5586
May 19, 2008
Ms. Dee Browder
NCDENR
610 E. Center Avenue
Mooresville, NC 28115
RE: Sanitary Sewer Extension to serve Christ Alive Church
Newton, North Carolina
Catawba County
Dear Ms, Browder:
Attached, please find one original and one copy of the pemmit application of the
referenced project along with the permit fee in the amount of $480.00 for your review
and approval.
Please contact our office at 828-403-568 with any questions or rnents.
Sincerely,
am King, Jr., PE, Pl~,S
King Engineering of Concord, Inc.

Per it Number WQ0033054
Central Files. APS WF
06,18108
Permit Tracking Slip
Program Category
Nen-discharge
Status Project Type
Active New Project
Permit Type Fest Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1,00
Extensions
Primary Reviewer
dee browder
Permitted Flow
900
Fact
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Christ Alive Church 8" Sanitary Sewer Extension
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Catawba
Facility Contact Affiliation
Owner Name
City of Newton
Dates/Events
Ong issue
06/18/08
Re ulated Activities
Church
Wastewater coaeceon
Outfail NULL
Waterbody Name
Owner Ty pe
Government - Municipal
Owner Affiliation
Martin Wilson
PO Box 550
Newton
NC 28658
Scheduled
App Received Draft Initiated Issuance Public Noticeissue Effective Expiration
05/20/08 06/18/08 06/18/08
Additional information requested
Additional information received
Stream 1ndex Number Current Class Sunbasin

PAY
TO TH
FOR.
CHRIST ALIVE CHURCH
DEVELOPMENT ACCOUNT
PH 828.465 5483
568 W. 24TH ST., PO BOX 1061
NEWTON, NC 28658
Catawba Valley
BANK
wton, NC 28658

_DOLLARS d.i3

Nor ;h Carolina Dep}artme,nt of Environ
Michael F. Eastey, Governor
fiktoarn G. R,ss Jr., Secretary
cart and Natural Resources
Coieen Sullins, director
Division of Water Quality
October 29, 2008
f Nevi ton
. Box 550
it „e`v,'ton, North Caro
Christ Alive Church
Permit No. WQ0033054
Vvostewater Collection System Extension
Final Engineering Certification
Dear Perrnitteei
Tt, Dlvston €er ,axed o f6nc l enoineerina .ertlfloa`lon for the subject protect on 0, obe'r 7, A
fu,li review of the cerflrati :n materials may or may not be conducted. it is assumed that receipt of
this certificat€ rr indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
y'ou are receiving this letter becctjs
permitted s,stem is no longer o e
oti aCly' transterobler Form
ndpu,`in
e Division has you listed as the responsible party, If this
you, please complete Form P OCF S as this permit is not
F-S can be downloaded from
opsxhtml4EGx, er,
If ydu h ave any questions concerning this document or the completion of Form PN OC f
necessary), please contact Ivls, Dee Browder at the letterhead address or via E-mail at
dee.browder(nomoil.net.
bt-144 EL4C
'Krebs
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Enclosure
action Regional Supervisor
I k:in ,sir Cngineering
(cern fica!lon one only)
One,
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Pretreetrnent Emergency Response and Collection Systems unit Internet http:/lh2o_enr nc state.uslndpu
16S7 nail Service Center, Raleigh, NC 2'7699-'1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]`S,J recycled/10% post -consumer paper

Fast Traclk En-qineerinq Certification
Permit No. VVQQO33O54
June 1[[2OQ8
OwmenAN0CS8W8TP
Martin Wilson, DPW
City ofNewton
POBox 55O
Newton, NC 28858
PE
Samuel King
King Engineering ofConcord, Inc.
481 Poteat Drive
Morganton, WC28055
Complete and submit this form to the permit issuing regional office with the folla
,
~
�
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 ifportable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted aspart ofthis project
Changes tothe project ahoU|dbec|emdyidentiOedonthenecorddnsvvingsnrinvvmttensummaryform.Permit
modifications are required for any changes resu|tinq in non-compliance with this permit, requ|ationo or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certificafion and all
required supporting dmcumentationhave been received bythe Divioimn, Therefore, ithmhighly recommended
that this catt|ficmdnn be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
H Partial
Da|
i SAMVIL L~ KIM$ %71f. as duly registered Professional Engineer in the State of North Carolina, having been
auMhor�edbzobserve (E��ehodimaUy.Fweekly, F]full time) the construction nfChrist Alive Church, eCatawba
County project for the Permittee, hereby state that, to the best of my abilities, due rare and diligence was used in the
observation ofthe construction such that the construction was observed tobebuilt within substantial oomphonoe of
this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12. 1986 as app|ioab|e� 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 T0THE FOLLOWING ADDRESS
MOQRESV|LLEREGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 3G1
8MOOFkESV|LLENC 28115
The Peonitteeioresponsible for tracking all partial certifications upuntil a final certification ioreceived. 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.