WQ0029375_Regional Office Historical File Pre 2018

Ms. Denise Whitley, Mayor
Town of Marshville
201 West Main Street
Marshville, North Carolina.28103
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 4, 2005
Subject: Permit No. WQ0029375
-Marshville/Anson County Regional Sewer
Town of Marshville
Wastewater Collection System Extension
Union County, North Carolina
Dear Ms. Whitley:
In -accordance with your application received on September 6, 2005, we are forwarding herewith
.Permit No. WQ0029375, dated October-4, 2005, 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified
herein. This cover letter shall be considered a part of this permit and is therefore incorporated herein 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 2H .0227 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 2H .0200; 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.
No Carolina
Naturally
Mooresville Regional Office 610 Fast Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enrstate.naus Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50°% Recycled/10°% Post Consumer Paper

Ms, WhtEley
Page 2
October 4, 2005
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
Town of Marshville for the construction and operation of a 180 gallon per minute pump station (with
duplex pumps, on site audible and visual high water alarms,and an on -site generator with automatic
transfer switch), approximately 21,353 linear feet of 6-inch force main as part of the Marshville/Anson
County Regional Sewer project; and the discharge of 200,000 gallons per day of collected domestic
wastewater into Anson County's existing sewerage system, pursuant to the application received
September 6, 2005, and in conformity with 15A NCAC 2H .0200; 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 Anson County
4 TP (NPDES No. NC0041408) prior to being discharged into the receiving stream.
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 150E 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 fin and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
Anson County Health Department
Mooresville Regional Office, Surface Water Protecti
Bradley Bucy, Hobbs, Upchurch & Associates, PA
Surface Water Protection Central Files
Marie Doklovic, PERCS
DTP Permit No. NC6041408)

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 2H .0200; .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
Pemiittee shall maintain compliance with an individual system -wide collection system permit for the
'operation and maintenance of these facilities as required by 15A .NCAC 2H .0227. If an individual
.permit's not required, the .following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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. Pumpstations 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 §143-215.1 C.
1

4. This permit shall not be transferable. In the event thereis 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 2H .0220, upon completion of construction and priorto 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.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H ..0200; 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.
9. 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 Gravity sewers installed less than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is a unforeseen obstacle in the field where all viable solutions have been
•examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case by case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
2

12. 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'.I 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 4th day of October, 2005.
'NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek,.E., Director
Division of Water Quality
By:Authority of the Environmental Management Commission
Permit Number WQ0029375
3

Fast Track Engineering Certification
Permit No. WQ0029375
October 4, 2005
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, itis highly recommended _
that this certification be sent in a manner that provides proof of receipt by theDivision.
ENGINEER'S CERTIFICATION
❑ Partial ❑'Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑weekly, ❑ full time) the construction of the MarshvillelAnson
County Regional Sewer, 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'NCAC2H .0200; 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.

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-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
i , �/'1 0 2 J —'
(�(/� `'J
I. Owner:
1a. Town of Marshville
Full Legal Name(copany, municipality, HOA, utility, etc.)
Z
1 b.
�fMS
M
Signing Official Name and Citib((Pleas iew 15A NCAC 2H .0206(b) for authorized signing officials!)
Q1
c. The legal entity who will own this system is:
• Individual • Federal ® Munic ality ■ State/County ■ Private Partnership ■ Corporation ❑ Other Lspecify):
CC
_
11d. 201 West Main Street
le. Marshville
Z
E Street Address
'1f. North Carolina
City
lg. 28103
Z
State
Zip Code
0
11 h. 704-B24-7515 111. 704-874-0175
1j.
QTelephone
Facsimile
E-mail
()
r2. Project (Facility) Information:
OJ.
2a- MarshvillefAnson County Regional Sewer
2b. Union and Anson County
p,
Brief Project Name (permit will refer to this name)
County Where Project is Located
<
3. Contact Person:
Q
3a. Bradley H. Buoy, HUA
Name and Affiliation of Someone Who Can Answer Questions About
this Application
3b. 704-342-3000
3c. bbuc r�@hobbsupchurch.com
Phone Number
1 E-mail
1. Project is
El
New 0 Modification (of an existing permit)
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the
j phase, changing line size/length, etc.). Only include the modified
duplicate project information in B(7) and B(10-11) that has already
reason for the modification (i.e. adding another
information in this permit application - do not
been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) • Private (go
to item 2(a))
Z
0
H
2a. If private, applicant will be:
❑ Retaining Ownership (Le. store, church, single office, etc.) or
• Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
2b. If sold, facilities owned by a (must choose one)
■ Public Utility (Instruction III)
• Homeowner Assoc./Developer (instruction IV)
Q 3. Anson County
M Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Anson WWTP 4b.._NC 0041408
�0
Name of WWTF 1 WWTF Permit No.
Z_ 5a. Anson r5b. 10" Gravity
5c. Wf� ❑0710F,1
}, Owner of Downstream Sewer Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
IY
a1
►'1 Residential Subdivision
Apartments/Condominiums
• Car Wash ,
i7 Institution 100 % Domestic/Commercial
Mobile Home Park
■ School
0 Hospital
■ Church % Industrial
CO
El Restaurant
• Nursing Home o (specify):
/o Other
►
;1 Office
s
■ Other (specify):
(p fY)�
7. Volume of wastewater to be permitted in this project: 200.000 gallons per day
8. If the permitted flow is zero, indicate why:
• Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
• Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 1 06/03

z
CK APPLICATION for GRAVITY SE'V ERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3),
N/A
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6"
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
21,353 If
ummary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
WVVTP-S 1
Design Floj
(MGD) GPM Q TDH
Operational Point
0,2 180@35
Gravity or Force Main
(use the pull down menu)
Forcemain
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
-dual line feed: 2-permanent generator w/ATS
12. 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 2H .0200 as applicable?
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 VAft1ANCE WITH YOUR APPLICATION
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater�
© Yes 0 No
Yes [] No
1l Yes LJ No
N/A
N/A
[ N/A
FTA 02/03 - Rev. 1 t}6/03

'-TRACK APPLICATION for GRAVITY SE VERS, PUMP Sf,ATIONS, AND FORCE AINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary'). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
Q A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
© A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
See Attached
Name of
Waterbody
Lane's Creek
Waterbody Stream Waterbody
County River Basin Index Classification
Anson Yadkin -Pee Dee
Submit the 8.5°` x 11 °" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
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 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil .enalfies up to k25,000 per violation.
Sign tg" C fftcial Signature
Professional Engineer's Certification:
Date
1 attest that this application for 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, 199'6, 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 certain portions of this submittal
package may have been developed by other professionals, 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 143-215,6B, 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. Bradley H. Buoy
Professional Engineer Name
2b. Hobbs, Upchurch & Associates, P.A.
Engineering Firm
2c. 1300 Baxter St., Suite 108
Address
2d. Charlotte
City
2e, NC 2f, 28204
State Zip
2g, 704-342-3000 2h. 704-342-3077 2i. bbucv(&,hobbsuochurch.com
Telephone Facsimile
E-mail
FTA 02103 - Rev`, 1 06l03

MEMO
Hobbs, Upchurch
& Associates, P.A
consulting Engineers
1300 Baxter Street, Ratite 108
Charlotte, North Carolina 28204
[phone] FAX [phone]
TO: Memo for Record HUA PROJECT # MV t}502
FROM: Bradley H. Bucy HUA FILE NO. # 315
Hobbs, Upchurch, and Associates P.A.
DATE: August 28, 2005
Jurisdictional Requirements
MESSAGE:
USGS topographic maps, SCS soil maps, and USF&W Wetland Inventory Maps have been
reviewed and site visits conducted for the subject project. It has been determined the need
for 401/404 Certification is not required. The presence of jurisdictional waters are identified
at the following locations; with installation measures to insure these jurisdictional waters are
not disturbed during construction:
Station 27+00 and 32+00 — Stegall Pond tributary to Lick Branch —Force in to be installed
below existing highway culverts
Station :1.13+5I) -- Tributary to Wide Mouth Branch - Installationbelow existing highway
culvert
Station 121+00 — Wide Mouth Branch — Installation above existing highway culvert
Station 143+00 -- Unamed tributary to Lanes Creek — Installation above existing highway
culvert
Station 157+00 — Unamed tributary to Lanes Creek -- Installation above existing highway
culvert
Station 188+00 — Unarned tributary to Lanes Creek — Installation by Directional Bore
Station 205+00 — Lanes Creek Installation by Directional Bore
plrmrv051121325tmfor record,d©c

Permit Number WQ0029375
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
200000
Facility
Facility Name
Marshville/Anson County Regional Sewer
Location Address
Owner
Central Flies: APS_ SWP,_
10/04/05
Permit Tracking Slip
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Town of Marshville
DateslEvents
Orig issue
App Received
09/06/05
Regulated Activities
Apartment complex
Commercial or industrial, other
Condominium
Restaurant
Subdivision
Wastewater collection
Outfall NULL
Waterbody Name
Draft Initiated
Scheduled
Issuance
Owner Type
Government— Municipal
Owner Affiliation
Larry
201 W Main St
-Marshville
Public Notice issue
Smith, Jr
NC 28103
Effective
Re. uested Received Events
Additional information requested
Additional information received
Expiration
Stream Index Number Current Class Subbasin

FAST-TRACKAPPLICATION for GRAVITY SEWERS, PUMP STATIONS, AN FORCE MAINS PAGE 5
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
0 A Stream Classification is not needed because all pails of the project are at least 100 feet away from any down slope
waterbody; AND,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
CO Location ID on Map
CI
(sett chosen - as shown en
map for cross-reference)
See Attached
See Attached
Name of
Waterbody County River Basin
Waterbody Stream Waterbody
Index Classification
Lane's Creek Anson Yadkin -Pee Dee 13-17-40-(12) "C"
Lick Branch Union Yadkin -Pee Dee 13-17-40-13
Submltthe 8.,5" x 11" COLOR topographic map as required In Instruction VI
regardless of whether a classification is providedl
1, Applicant's Certification:
Mayor Denise Whitley
1a„,
Signifg OfIciaI Signature
2, Professional Engineer's Certification:
Marshville / Anson Co, Regional Sewer
attest that this application for PROJECT NAME
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 supperling documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes /43-2156A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $O per violation,
Date
attest that this application for Marshville / Anson Co. Regional has been rewwed 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 certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, Bradley H. Bucy
Professional Engineer Name
2b, Hobbs, Upchurch & Associates, P.A. ,
Engineering Firrn
2c, 1,300 Baxter Sta Suite 108
Address
2d, Charlotte 2e. NC
2f, 28204
City State Zip
2g. 704-342-3000 2h, 704-342-3077 2i. bbucv(ahobbsuochurch.com
Telephone Facsimile E-mail
/rs
Seal, Signature & Date
FTA 02/03 - Rev„ 1 06/03

HOBBS, UPCHURCH & ASSOCIATES
Consulting Engineers
1300 Baxter Street, Suite 108, Charlotte, NC 28204
Phone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
To: NC DENR
Attn: Division of Water Quality
Re: Various Items
COPIES
SEP 0 6 200:i
WATE
Date:.
HUA##
SENT
VIA:
Via Fax:
# of Pages:
September I, 2005
MV0502
Hand Carry
Overnight
Courier Pk
Trans: ilt4ing the Folio
vacs Drawings
JOB NAME: MARSHVII.,I.,E / ANSON COUNTY RE IONSEWER PROJECT
9/1/05
9/1/05
8/31 /05
9/1/05
Submittal
For Approval
XX.X XX For Your Use
As Requested
For Review and Comment
For Rid Due: September 2.8, 2005
REMARKS:
e
DESCRIPTION
Original Application
Copy of Application
Check # 44043-$400.00
8.5x11 Color Maps
Flow Acceptance 1, etc
Resubmit per Comments
Bid Package
Pay Request
Copies for Approval
Submit Copies for Distribution
rants Returned After Loan to Us
Bract. Bucy
Title: P.E.
R11L,C96,DE C9b

VANCE GULLEDG
Astisittot
SrEVE ttATOU:
Wp�axe�,�r.L 1r '"n
Sev.C'O{W4'RR1 s
Re:
Distribution:
Anson County Utilities 28170
9ri7 INW riutl s
PFK»4 .' [phone]
PHONE' i 1494-52i
FAX [phone]
Ms Julie Haigler
NC Rural Center
4021 Cazya Drive
Raleigh, NC 27601
September 4,
ANN STuRGILL
Adrti As ts1 %It
CRYSTAL mcirrrVRE
°Woo SufIaon 11
dt� "a. e W e T t t� of �g rith NPIDES
The Anson County � and daaec wa.��xfrom
number NCB 1408, is presently
accepting wns is Anson County. The current Town o M x ill Sew r will include
ion of approximately 200,000 gallons per day oi Cer.
Zonal flow will be accepted by the Anson County Regime Vl 1' and will be
d dLscharged per the NPDFS permit Anson County has ad uata capacity and
treatment works to cover this additional discharge.
County of Anson