wq0032341_Regional Office Historical File Pre 2018

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Mr. James Inman, Administrator
City of Locust
211 Town Centre Drive
Locust, NC 28097
Dear Mr. Inman,
6Gb-
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 16, 2007
Subject: Permit No. WQ0032341
Locust Town Center
Wastewater Collection System Extension
Stanly County, North Carolina
In accordance with your complete application received on. November 2, 2007, we are forwarding
herewith Permit No. WQ0032341, dated November 16, 2007, to the City of Locust 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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. The downstream pump station operated by the Town of Oakboro is currently having
issues with compliant operations. Oakboro's reports on corrective actions taken to reduce SSO's are
being evaluated at this time. Other permits may not be issued tributary to that pump station if the
evaluation of this office determines that these actions have not been effective in significantly reducing
SSO's in the Oakboro collection system.
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 Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportu nitylAffimiative Action Employer-50% Recycled/10% Post Consumer Paper
NoithCarolina
Naturally

. Inman
ge 2
vember 16, 2007
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 Locust for the construction and operation of approximately 5,700 linear feet of 8-
inch gravity sewer and the discharge of 89,040 gallons per day of collected domestic wastewater into
the Town of Oakboro existing sewerage system and the joint Town of Stanfield, City of Locust force
main, pursuant to the application received November 2, 2007, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
There are significant SSO issues associated with the Main pump station downstream of your
shared force main. It is recommended that Locust and Stanfield continue to participate in corrective
action plans for the pump station because it is the only means of conveyance to the Oakboro WWTP at
this time. The corrective actions completed to date have not been tested under conditions that would
demonstrate that significant SSO problems associated with the main pump station have been
successfully eliminated. If observations made during rainfall events determine that adequate progress
has not been made to significantly reduce overflows then subsequent permitted flow will not be
allowed.
The sewage and wastewater collected by this system shall be treated in the Town of
Oakboro WWTP (NPDES No. NC0043532) 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 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,
I _. L + i
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Larry Branch, Town of Oakboro
Gary Martin, Town of Stanfield
Stephen Chambers, Chambers Engineering , PA
Surface Water Protection Central Files
PERCS

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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 [imitations:
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.
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.

I
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.
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.
8. 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.
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. 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 ail or any portion of the influent to such station or facility.
2

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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 16th day of November, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032341
3

r
ast Track Engineering Certificaton
ermit No. WQ0032341
November 16, 2007
Owner/1111QCS WQCS
Harold Greene, Mayor Gary Martin, Mayor
City of Locust Town of Stanfield
211 Towne Center Drive PO Box 699
Locust, NC 28097 Stanfield, NC 28163
PE
Stephen Chambers
Chambers Engineering, PA
PO Box 1726
Albemarle, NC 28002
WQCSNWVTP
Joe Lowder, Mayor
Town of Oakboro
PO Box 610
Oakboro, NC 28129
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
❑ 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 Locust Town Center, a Stanley
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.

EAST -TRACK APPLICATION For C:RAVITY SE
ERS, PUMP STATIONS, AND FORCE MAINS
PAGE l
USE THE "TAB KEY TO MOVE FROM FI
Owner:
la. The City_ f Locust
Full Legal Name (company, municipality° HOA, utility, etc.)
LD TO FIELD!.
r lb. Harold Greene, Mayor
z
ce
0 5a, City of Locust '5b. 81
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized
gning officials!)
lc, The legal entity who will own this system is:
❑ Individual El Federal J Municipality [] State/County ❑ Private Partnership ❑ Corporation 0 Othe
ld. 211 Towne Centre Drive
Street Address
lf. NC
State
1 h. 704-888-5260 1 i. 704-888-15566
TelephoneFacsimile
2. Project (Facility) Information:
2a. Locust Town Center
Brief Project Name (permit will refer to this name)
3. Contact Person:
le, Locust
City
1 g. 28097
Zip Code
Email
2b, Stanly,
County Where Project is Located
3a, Stephen G. Chambers
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-984-6427
Phone Number
Project is
New U Modification of
2. Owner is Public (skip to Item 8(3))
2a. If private, applicant will be....._..
Retaining Ownership (i,e, store, church, single office, etc.)
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3c. scharnbers ccctc.rtet
E-mail_...
pecify):
an existing permit) If Modification, Permit No.:
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
0 Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
Town of Oakboro
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, Oakboro WWTP
Name of WWTF
Owner of Downstream Sewer
Receiving Sewer Size
4b. NC 0043532
WWTF Permit No.
5c.
The origin of this wastewater is (check all that apply):
El Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
• School
❑ Restaurant
Office
7, Volume of wastewate
❑ Car Wash
❑ Institution
❑ Hospital
0 Church
❑ Nursing Home
0 Other (specify):
WO 0019705m v.
Permit Number of Downstream Sewer
ed in this project: 89,040 gallons per day
100 %© Domestic/Commercial
% Industrial
% Other (specify):
8. It 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

FA,'.i`-TRACK APPCATION for GRAVITY SEWERS, PUMP STATIONS, AND F'C RCE MAINS PAGE 2
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(1)(3),
742 Bedrooms (Single Family & Multi -Family) @ 120 gpd/ bedroom
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 5700
ENTER TOTAL LINE LENGTH IN MILES 1.08
. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Design Flow Operational Point
(as shown on plans) (MGD) GPM @ TDH
PS 1
NA
Gravity or Force Main
(pull down menu)
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Power Reliability Option
(dual line feed, permanent generator,
portable generator, wet well storage)
.089 134 gpm @ 61' TDH Perm. Generator
NA
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 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested.
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATIO
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Q Yes 0 No N/A
Sedimentation and Erosion Control Plan? EJ Yes LI No ►V N/A
Stormwater? 0 Yes © No N/A
F FA 02/03

FAS"'1`-TRA("R. APPLICATION for GRA'4r1fY SEWERS, PUMP STATIONS, AND FORCE P AINS PAGE 3
z
0
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 a
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:.
❑ A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
A Watershed 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 Narne of Waterbody Stream Waterbody
on Map Waterbody County River Basin Index Classification
1 Little Meadow Creek Stanly Yadkin 13-17-14 C
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
I attest that this application for Locust Town Center has been reviewed by me and
is accurate and complete to the best of my knowledge. I understandthat 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 I
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 penalties up to
$25, ©00 per violation.
Professi
Engineer's Certification:
Date
i attest that this application for Locust Town Center 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 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 143-215.6B, any person who knowingly makes,any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor w eh',b a include a
fine not to exceed $10,000 as well as civil penalties up to $25, 00© per violation.
2a. Stephen G, Chambers, PE
Professional Engineer Name
2b. Chambers Engineering, PA
Engineering Firm
2c, PO Box 1726
Address
2d. Albemarle
City
2e, NC 2f, 28002
State Zip
g - sc 2 � 7fi4-984ro6427 2h, 7if4-S84-6422i� 8 [e-mail]
Telephone
Facsimile
FTA 02/03

Central Files; APS SWP
11 /15/07
Permit Number WQ0032341 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version 'Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
89040
Facility Name
Locust Town Center
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Stanly
Facility Contact Affiliation
Owner Name
City of Locust
Oates/Events
trig Issue
11/16/07
App Received
10/16/07
Draft Initiated
Scheduled
Issuance
Owner Type
Government - Municipal
Owner Affiliation
Harold Greene
PO Box 190
Locust
Public Notice Issue
11/16/07
NC 280970190
Effective Expiration
11/16/07
Regulated Activities Requested/Received Events
Apartment complex
Condominium
Subdivision
Wastewater collection
Outfail NULL
Additional information requested
Additional information received
10/29/07
11 /02107
Waterbody Name Stream Index Number Current Class Subbasin

tft („47/44(ei'ei
Main Street
4:13 0.11 6 1 0
Oaktiorv, 91/(28129
704-485-3351 (phone)
704-485-24,39 (fa„,
October 10, 2007
James Inman, Administrator
City of Locust
211 Town Center Drive
P. O. Box 190
Locust, N. C. 28097-0190
RE: Locust Town Center
Wastewater Capacity Request.
Dear Mr. Inman,
In response to your request for sewer treatment allocation, for the above project, be
advised the Town of Oakboro can effectively convey and treat the flow of 89,040 gpd at
the Oakboro Wastewater Treatment Plant. This capacity is based on 742 bedrooms x 120
gpd consisting of single and multi -family units.
We accept this flow based on your current allocation flow capacity per intra-municipal
agreement.
If you need further assistance or information. please advise.
Larry Branch
Town Administrator
Town of Oakboro

/20 7
P CDE IP, Mooresville Regional l Office
Attn.: Ms. [fee Browder
610 East Center Ave.
Mooresville, NC 28116
Pe: Locust Town Center
Fast Track Ikon -Discharge Permit
Phase 2 Residential
Dear Ms, Browder:
n behalf of The City of Locust I am re -submit rig herein the Haan -Discharge permit
application package for the above referenced project. This application includes includes an
original, signed Fleur Acceptance Letter from the Town of Oakboro.
n behalf of the City of Locust l would like to extend my appreciation for your tune anal efforts
in this matter:
Sincerely,
Stephen G. Chambers, P
President
Attach: Per ait Package (2 cop'
cc: James Inman, City of Locust
Terry Whitley, Oakboro Main St. Development, LLC
P.0, Box 1 7 6 - 2 N. First: at, - Ahem e, NC 280 - 704-984-64 .7

DRAWN BY: sgc
DATE: 10/07
DWG. NO.:
APPROVED BY'
Locust Town Center
Cheirnb®rs IEr glnEitaring, PA
129 North Ffrst St., Albernarle, NC 28001 704-ixl34-6427
USGS Cut Sheet 1 1 of 1

Enginering, PA
10/15/2007
NCDENR, Mooresville Regional Office
Attn.: Ms. Dee Browder
610 East Center Ave,
Mooresville, NC 28115
Re: Locust Town Center
Fast Track Non -Discharge Permit
Phase 2 Residential
Dear Ms. Browder:
20r1
NC D N MR0
urfcce Water Poton
On behalf of The City of Locust I am submitting herein an application package for a Non -
Discharge permit in association with the above referenced project. This application includes
the requested permitting of 5,700 linear feet of 8" gravity sewers and associated
appurtenances.
This application is being submitted under the Fast Track Application process utilizing form
FTA 02/03.
On behalf of the City of Locust I would like to extend my appreciation for your time and efforts
in this matter.
Sincerely,
pi en G. Chambers, PE
President
Attach: Permit Package (2 copies)
cc: James Inman, City of Locust
Terry Whitley, Oakboro Main St. Development, LLC
P.C. Box 1726 -129 N, Forst St. - Albemarle, NC 28002 - 704-984-6427

Date: 10116/07
To: Debbie Ertel
From: Leigh Speights
Subject: Locust Town Center
Per our conversation today; '1 / , please find enclosed a check in the amount of 80 to
tiara pl to the required fee of $480,00 for the clove mentioned project, Thank you..
SGC/ is
RO. Box 726 2 129, Fiat: #. 2 Afiben. a6e; NCB 2 C)02 704. _ 6427

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
30.
CE" TIFIEls MAIL
RETURN RECEIPT REQUESTED
7007 0710 0005 2882 1080
Harold Greene, Mayor
City of Locust
211 Towne Centre Drive
Locust, NC 28097
Subject Return of Application Package
WQ0©3'2341
Wastewater Collection System Extension
Stanly County
Dear Mr. Greenery
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (including fee) for review for the following reason(s):
A flow acceptance letter was not provided by the owner of the downstream sewers and/or the
owner of the receiving wastewater treatment facility as is required by Instruction V of the
application_ Flow acceptance letters must contain the following minimum information: applicant and
project name, amount of flow accepted and name and permit number of the receiving wastewater
treatment facility. The flow acceptance must not expire prior to permit issuance and must be dated
less than a year prior to the application date. Intergovernmental agreements or other contracts will
not be accepted In lieu of a project -specific flow acceptance letter. THE FLOW ACCEPTANCE
LETTER MUST BE SIGNED BY THE REPRESENTATIVE PARTY,
Please note that the item(s) listed above must be included and/or completed prior to resubmitting the
permit application package for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2T .0303. The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and/or
corrected application.
Mooresville Regional Office
610 East CenterAve. Suite 301, Mooresville, NC 28115
Internet http://h2o.enr.state.nc,us/
Telephone [phone] Fax (704) FS63-6040
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10°k post -consumer paper

Mr. Greene
Page Two
October 30, 2007
Please be advised that construction and/or operation of wastewater collection system extension without
a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the Applicant
to appropriate enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil
penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required
by North Carolina General Statute 143-215.1.
If you should have any questions regarding the acceptance of your application, please do not hesitate
to contact me at the number shown in our letterhead. Thank you for your cooperation.
Sincerely,
Dee Browder
Environmental Engineer
Enclosures
cc: Stephen Chambers, Chambers Engineering, PA
Larry Branch, City of Oakboro
Application return file