WQ0034043_Regional Office Historical File Pre 2018

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 27, 2009
Mr. Carl Weber, Town Administrator
Town of Marshville
201 West Main Street
Marshville, NC 28103
Subject: Permit No. W00034043
First Baptist Church of Marshville
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Weber,
In accordance with your application received on May 11, 2009, we are forwarding herewith
Permit No. WQ0034043 dated May 27, 2009, to the Town of Marshville 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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.
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 765 linear feet of 8-inch gravity sewer and
the discharge of 900 gallons per day of domestic wastewater into the Town of Marshville and Anson
County existing sewerage systems 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
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality_ora
No ahCarolina
7Vatura/lj

Fast Track Engineering Certification
Permit No, W00034043
May 27, 2009
OwnerANQCS WQCsivvwrp PE
Carl Weber, Town Admin, Vance Gulledge, Dir Jeff McCluskey
Town of Marshville Anson County MC2 Engineering, Inc,
201 West Main Street 907 N. Washington St, 2110 Glen Craig Dr., Ste 400
Marshville, NC 28103 Wadesboro, NC 28170 Charlotte, NC 28262
Alt .WWTP Alt. WQCS
Russell Colbath Mark Garbark
City of Monroe Union County
2401 Walkup Ave, 400 N. Church St.
Monroe, NC 28111 Monroe, NC 28111
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 Engineers 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
0 Partial 0 Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, 0 weekly. 0 full time) the construction of First Baptist Church of Marshville, a
Union 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 ail 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!
Owner/Permittee:
a. Town of Marshville
Full Legal Name (company, municipality, HOA, utility, etc.
arl Webber — Town Administrator
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .6106 (b) fo
The legal entity who will own this system is:
0 Individual D Federal Municipality 0
a 1 d. 201 West Main Street
Mailing Address
NC
Z State
1 h. (7fl4) 624-2515
Telephone
authorized signing officialsl)
ate/County 0 Private Partnership 0
le. Marsliville
Facsimile
2. Project (Facility) Information:
2aGrravity SS to serve rve First Beptist Church of Marshville
.
Brief Project Name (permit wilt refer to this name)
3. Contact Person:
3a. Jeff McCluskey - Project Civil Engineer
Name and Affiliation of Someone Who Can Answ
3b, [phone]
Phone Number
Project is New 0 M
2.
Owner is
2a. If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to item B(3))
El Selling units (lots, townhomes, etc, - go to Item B(2b))
Anson County
City
g. 28103
0
ation 0 Other (specify):
Zip Code
marshvilletownhall @alit
E-mail
2b, Union
an existing permit)
County Where Projec
et
s Located
s About this Application
3c. Jeff @ tnc2eng.corn__
E-mail
dification, Permit No.:
Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2b. If sold, facilities owned 6 y a (must choose an
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Waste
4a. AnsonCounty WWTP
Name of
Town of
Owner of Downstrea
The origin of this wastewa
fib, f3" Gravity
r rReceiving Sewer Size 0 Force Main
(check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
[ Restaurant
0 Office
er From This Project
4b. 0041408
WWTF Permit No.
Unknown
Permit # of Downstream Sewer (Instruction E
El Retail (Stores, shopping centers)
C ➢ institution
fospital
Church
[j Nursing Home
0 Other (specify):__
Volume of wastewater to be allocated or permitted for this particularproject:
*Do not include future flows or previously permitted allocations
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 Row 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 deterrnine if a
permit is required)
00 % Domestic/Commercial
Industrial (attach
s description)
(RO: contact your Regional Office
I Pretreatment staff)
% Other (specity):
990 gallons per day
PTA I.2/07__v.

•
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 8(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 x 3 gpd per seat = 900 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
764.94
G
0
11. Summary of Pump Stations wl associated
Force Mains to be Permitted (attach additional
sheets as necessary)
W
D
Pump Station Location !D (self chosen - as shown on plans/map for reference)
Z
1
Z
0
Design Flow
(MGD) Operational GPM @TDH Point
,
Power Reliability Option
1 - permanent generator w/ATS; I Force Main Size
2 - portable generator w/MTS I
I
Force Main Length
U
i
Z'
0
QPump
Station Location ID (self chosen - as shown on plans/map
for reference)
CC
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Z
•,
H
n
M
Pump Station Location ID (self chosen - as shown on plans/map for reference)
a
CO
Design Flow
Operational Point j Power Reliability Option
(MGD) i 1 - permanent generator w/ATS;
GPM @TDH
GPM 2 - portable generator w/MTS
l_---f---
Force Main Size
Force Main Length
I I
12.
�I
Will
Yes
the
•
wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
No If Yes, permit number of 2nd treatment facility Anson (Primary)-0041408 & Monroe (Secondary)-024333
i(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13.
l
<i
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?
1 Yes ■ 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 12/07_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? 0 Yes El No N/A.
Sedimentation and Erosion Control Plan? [] Yes EJ No N/A
Stormwater? © Yes ©No N/A
Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes; a and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Cart Webber _. attest that this application for Gravity SS to Serve First Baptist Church of Marshville_
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 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 exceed $10,000
as well a.,civil-penalfies-up to $25,000 per violation.
- Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRiOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PR©XIMITY1
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
z
Date
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, .Jeffrey D, McCluskey ,, attest that this application for Gravity. SS to Serve First Baptist Church of Marshville 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 1 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 143-215,66, 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 $25000 per violation.
2a. Jeffrey D. McCluskey, PE
Professional Engineer Name
2b. Mc2 Engineering, lnc
Engineering Firm
2c. 2l l0 Ben Craig Dr., Suite 400
Mailing Address
2d. Charlotte
City
2g. 704.510.9797 2h, 704.510.9787
Telephone
Facsimile
NC 2f. 28262
State Zip
2i—[e-mail]
E-mail
NC PE Seal, Signature Date
Al2/07 ver2

«HHm
are responsible %l
0 160
(this
Department Eo
P
[ Complete A
m W Wt R "Rte.
la, WW1]; Facility
WTI) !be &
¢aimatedAG; l Aownot yet tbmyyt theWw TR
m WWII) lac'
Total flow for
i +1
Complete this s 1�«
proposed witstewatcr11 w.
E500
_V
m mm r &
q m4(,m!
ao gi it sewer overflow & *Aver
treatment plant ander norle Abk

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
anion County Public Works
Project 'Name for which flow is being requested: New construction — First Baptist Church
Marshville, NC
Nfore than one FTSE-10/07 May he required for a single project he If1417? is not responsih/efr all
pump Stations along the route qf the proposed wastewater
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Citv of Monroe
b. WWTP Facility Permit 4: NCO24333
All flows are in MGD
10.40
c. WWTP facility's permitted flow
d. Estimated obligated. flow not yet tributary to the WWII'
e, WWTP facility's actual avgflow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h.. Percent of permitted flow used
0.637
6.408
0.0009
7.0459
67.74°A
II. Complete this section for each pump station you are Tsponsible for along the route of this
proposed wastewater flow.
List putnp stations located between the project connection point and the WWTP
Pump Station Name A.pprox. Capacity, MGD A.pprox. Current Avg.
(Firm/Design) Daily Flow, NIGD
**NOTE: City of Monroe Certification is for WWFP only.**
111, Certification Statement:
1, Russell Coibath.. certify that, to the hest of my knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated alone.: 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 th- -es:poit>ible party, Signature of this - :icates acceptance of
this wastewater flow.,

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow TrackinWAcceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Union County Public Works
Project Name for which flow is being requested: New Construction — First Baptist Church,
Marshville
More than one FTSE-10/07 may he required fir a single project if the owner ofthe WWTP is not responsible fir all
pump stations; along the route of the proposed wastewater 3w.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: BY CITY OF M.ONROE FTSE 10/07 SUBMITTED SEPERATELY
b. WWTP Facility Permit #:
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
.0009
11. 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 paint and the WWTP
Pump Station Name
East Side Pump Station No. 1
East Side Pump Station No.2
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
2.59 1.28
1..76 1.05
East. Side Purnp Station No.3 1.28 .78
111. Certification Statement:
I, Sc c 77-r , certify that, to the best of my knowledge, the addition of the
volume of wastewater to bd permitted in this project has been evaluated along he route tothe 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 receivi
treatment plant under non-nal 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 1 and 11 for which lam the responsible party. Signature of this form indicates
acceptanee,of this wastewater flow.
< /
/Sining
• / /
Official Signatat;e;;/ Date

Send To mr r
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GoMAPS - Union County NC Public Access
This map rs prepared for the inventory of rear property found withrn Unron Coun
aforementioned public; pnmary rnformatroc sources shouid Ne c.irr,s0,1 for ve
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,tamed on this map Union County and the mappsng companie
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ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
Jeff @Mc2eng.com
To: NCDENR - DWQ
610 E Center Ave, Ste 301
Mooresville, NC 28115
Attention:: Dee Browder
[phone]
For Your In forniation
As 'Requested
For Your Approval
For Your Review
Project:
Town of Marshville SS Extension
4/15/09
04/30/09
Fast -Track App. Gravity Sewers (Form FTA
12/07 ver2
$480.00 Application Fee
4/24/09
2
4/16/09
4/15/09
Flow acceptance from Anson County
Flow acceptance from City of Monroe
Flow acceptance from Union County
USGS Quad Sheet
Street level view of project area
Comments: Please let roe know additional
if any ainformation is
needed.
CC:
Ch of 1Mai"shvi le\Coiresponderice1Transn
Q-SS-(3 a- 18-
09.doc:

Permit Number WQ0034043
Central Files: APS_ SWP
05/27/09
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Coastal SW Rule
Permitted Flow
900
Facility
Facility Name Major/Minor Region
Gravity SS to serve First Baptist Church of Minor Mooresville
Marshville
Location Address
Owner
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Town of Marshville Government - Municipal
Dates/Events
Owner Affiliation
Larry B. Smith Jr.
201 W Main St
Marshville
NC 28103
Orig Issue App Received Draft Initiated
05/27/09 05/08/09
Regulated Activities
Church
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue
05/27/09
R- : r-s ed/Receiv
Effective
05/27/09
Even s
Expiration
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin