WQ0019705_Application_20191205

I� chambers
® engineering, pa
129 North First Street I 704.984.6427 ph
Albemarle, NC 28001 www.ce-pa.com
11/4/2019
INC DEC, Mooresville Regional Office
Division of Water Resources
Mr. Barry Love
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
Re: Fast Track Sewer System Extension Permit
City of Locust — North Basin Sanitary Sewer Improvements
Dear Mr. Love,
RECEIVED/NCDENR/DWR
NOV e 5 2019
WQROS
MOORESVILLE REGIONAL OFFICE
On behalf of the City of Locust I am submitting herein an application package for a Non -Discharge (FTA 04-16)
permit in association with the above referenced project. Proposed work for the requested permit includes
improvements to four (4) pump stations, two (2) 8" sanitary force mains, one (1) 10" sanitary force main, one (1)
12" sanitary force main, and 12" gravity sewers.
I am available at your convenience should you have immediate questions or need further information. Thank you
for your time and efforts on this project.
Sincerer
Rachel C. Carter, El
Project Engineer
Attach: FTA 04-16 (1 original, 1 copy)
Site Map (2 copies)
Application fee ($480)
Existing Permit (2 copies)
Cc: Cesar Correa, City Administrator (w/o attach)

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
�t�W.
Application Number: w (to be completed byDWR) NOV _ 5 7019
All items must be completed or the application will be returned WOROS
MOORESVILLE REGIONAL OFFICE
I. APPLICANT INFORMATION:
1. Applicant's name: City of Locust (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Cesar Correa per 15A NCAC 02T .0106(b)
Title: City Administrator
4. Applicant's mailing address: 186 Ray Kennedy Drive
City: Locust State: NC Zip: 28097-
5. Applicant's contact information:
Phone number: 704) 888-5260 Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: North Basin Sanitary Sewer Improvements
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0019705 and issued date: 8/29/2001
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Stanly
4. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Stephen Chambers License Number: 17943
Firm: Chambers Engineering, PA
Mailing address: 129 N. First Street
City: Albemarle State: NC Zip: 28001
Phone number: 704 984-6427 Email Address: schambers@ce- ap com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Stanly Wastewater Treatment Plant Permit Number: NCO043532
Owner Name: Stanly County Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Aereement (FORM: HOA) been attached?
[--]Yes [-]No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased
❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School / preschool / day care
❑ Medical / dental / veterinary facilities
❑ Swimming Pool /Clubhouse
❑ Food and drink facilities
❑ Church
❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °"
No. of Units
Flow
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
gaU
GPD
gal/
GPD
Total 7r7
GPD
a See 15A NCAC 02T .0114(b). (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
® Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII.
VIII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
12 2,185 PVC
12 40 DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: SEE ATTACHED
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
M
Material
6. Power reliability in accordance with 15A NCAC 02T 0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)'.
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 021'
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (2) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter"
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains(horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 0210402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittingof f Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
CNAMS=a.S
(Professional Engineer's name from Application Item 111.1.)
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
C
(Signature Authority's name & title from Application Item I.3.)
that this application for
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $ , 0 as well vil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

ATTACHMENT TO FTA 04-16:
1ftPNED/NCDENR/DWR
NOV 1 1 7019
MOORESVILLWORCS
E REGIONAL OFFICE
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains):
1. Pump station number or name: NORTH PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.2968790 Longitude:-80.436552'
3. Design flow of the pump station: 0.76 million gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 526 gallons per minute at 148.6 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
Existing Line
Size inches)
New or
Replacement
8
4,672
PVC
6
Replacement
8
326
DIP
6
Replacement
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
N Standby power source or pump with automatic activation and telemetry — 15A NCAC 02T .0305(h)(1)(B)
1. Pump station number or name: CREEKVIEW PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.274724' Longitude:-80.440771°
3. Design flow of the pump station: 0.88 million gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 611 gallons per minute at 166.78 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Existing Line
New or
Size (inches)
Length (feet)
Material
Size (inches)
Replacement
Replacement (new
10
7,538
PVC
6
alignment)
6
Replacement(new
10
340
DIP
ali nment
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
NStandby power source or pump with automatic activation and telemetry —15A NCAC 02T .0305(h)(1)(B)
Note: The proposed 10" force main replaces an existing 6' force main but in a new alignment/ footprint. Existing 6" force main to
be abandoned.

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DRAWN BY: rcc chambers
DATE: 9/2019
DWG. NO.:
APPROVED BY: sgc
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APPROVED BY: ago North Basin Sanitary Sewer Improvements USGS Cut Sheet 2 of 2

OF wArF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
,QG North Carolina Department of Environment and Natural Resources
;' lr- Gregory J, Thorpe, Ph. D.
> -1 Acting Director
Division of Water Quality
August 29, 2001
Honorable Wilson J. Barbee, Mayor
City of Locust
Post Office Box 190
Locust, North Carolina 28097-0190
SUBJECT: Permit No. WQ0019705
City of Locust
Wastewater Collection Facilities (Phase III)
Stanly County
Project No. E-SRG-C-00-0086
Dear Mayor Barbee:
In accordance with your application received March 14, 2001, we are forwarding herewith
Permit No. W00019705 dated August 29, 2001, to the City of Locust for the construction and
operation of the subject sewer lines, force mains, and pump stations.
This permit shall be effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, you
have the right to an adjudicatory hearing upon written request within thirty (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, N. C. 27699-6714, Unless such demands are made, this permit shall
be final and binding,
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with the approved plans and specifications. Mail the Certification to
the Non -Discharge Branch, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617,
(Engineer's Certification Form is attached.)
One (1) set of final approved plans and specifications is to be forwarded to you, one (1) set
retained for the Construction Inspection Unit, and one (1) set retained for the SRG file,
Construction Grants and Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633 (919) 7336900
E-Mall Address www.nccgl.net FAX [phone]
7.0
Customer Service
1 800 623.7748

A copy of the approved plans and specifications shall be maintained on file by the Owner for
the life of the project.
If there are any questions concerning this matter, please contact Mr. Cecil G. Madden, Jr.,
P. E. at [phone].
Sincerely, /ePh.D.
GregoryJ. Tho
RMS/dr
Attachment to All
cc: Chambers Engineering
HDR Engineering
Stanly County Health Department
Mooresville Regional Office
Non -Discharge Unit
Dan Blaisdell, P.E.
Ryan Scruggs
Don Evans
CIU
DMU
SRG

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
in accoraance 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
City of Locust
Stanly County
FOR THE
construction and operation of approximately 32,407 linear feet of 8-inch, 7,464 linear feet of 10-
inch, and 2,149 linear feet of 12-inch gravity sewer and associated manholes, watertight manhole
vents, and watertight manhole frames and covers; approximately 175 domestic 4-inch gravity
sewer service laterals; approximately 210 linear feet of 12.75-inch steel casing and bore, 190
linear feet of 16-inch steel casing and bore, and 50 linear feet of 18-inch steel casing and bore;
approximately 190 linear feet of concrete encasement of DIP; approximately 5,640 linear feet of
4-inch force main and 10,800 linear feet of 6-inch force main with associated air release valves;
one (1) 227 GPM pump station (North Pump Station) with duplex 40 HP submersible non -clog
pumps, an audio and visual high water alarm, telemetry, and a dedicated on -site 90 kW standby
generator with an automatic transfer switch; one (1) 198 GPM pump station (East Pump Station)
with duplex 130 HP submersible non -clog pumps, an audio and visual high water alarm,
telemetry, and a dedicated on -site 250 kW standby generator with an automatic transfer switch;
one (1) 84 GPM pump station (South Pump Station) with duplex 25 HP submersible non -clog
pumps, an audio and visual high water alarm, telemetry, and a dedicated on -site 60 kW standby
generator with an automatic transfer switch; one (1) 298 GPM pump station (Creekview Pump
Station) with duplex 15 HP submersible non -clog pumps, an audio and visual high water alarm,
telemetry, and a dedicated on -site 40 kW standby generator with an automatic transfer switch;
modifications to the existing Meadow Creek Vacuum Pump Station including new
wetwelAolding tank, motorized valves, and associated piping; approximately 60 linear feet of
1.25-inch, 390 linear feet of 1.5-inch, 1740 linear feet of 2-inch, 400 linear feet of 2.5-inch, and
400 linear feet of 3-inch low pressure force main and associated flush valve pits; nineteen (19)
simplex residential pump units and associated pressure sewer service connections; electrical

work; and sitework to serve the City of Locust, and the discharge of 277,000 GPD of collected
residential wastewater into the City of Locust's existing sewerage system, pursuant to the
application received March 14, 2001, and in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit.
This Permit shall be effective from the date of issuance until rescinded, and shall be
subject to the following conditions and limitations;
This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of
Oakboro Wastewater Treatment Facility prior to being discharged into the receiving
stream.
S. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main 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,
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials, If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once
the entire project has been completed. Mail the Certification to the Non -Discharge Branch,
1617 Mail Service Center, Raleigh, North Carolina 27699-1617. (Engineer's Certification
Form is attached.)
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the project.

9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
It. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour
in the pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material
where three feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the 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
wastewater collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North
Carolina Sedimentation Pollution Control Act.
14. Any abandoning of the existing facilities must be done in accordance with the
requirements of the Division of Water Quality's Mooresville Regional Office.
NONCOMPLIANCE NOTIFICATION:
15. The Permittee shall report by telephone to 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.

Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
16, This permit shall become voidable unless the agreement between City of Locust and the
Town of Oakboro for the collection and final treatment of wastewater is in full force and
effect.
Permit issued this the 29 h day of August, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
;gory J. Thorpe, Pk..D., Acting Director
,ision of Water Quality
Authority of the Environmental Management Commission
Permit No. WQ0019705

Central Files: APS _ SWP _
12/3/2019
Permit Number WQ0019705
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRule
Permitted Flow
277,000
Facility
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
A Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Locust City-WWTF Minor Mooresville
Location Address County
Stanly
Facility Contact Affiliation
Owner
Owner Name
City of Locust
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Steve Hubert
186 Ray Kennedy Dr
Locust NC 28097
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/28/2001 11 /5/2019 12/4/2019 12/4/2019
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested 11/7/19
Additional information received 11/11/19
Outfall
Waterbody Name Streamindex Number Current Class Subbasin