WQ0023003_Regional Office Historical File Pre 2018

J
÷QF 1NA1- 6, Michael F. Easley, Governor
O C. William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
.c Alan W. Klimek, P,E., Director
v.�- -- `- -+ Division of Water Quality
.,,.-.,.., Coleen H. Sullins, Deputy Director
Division of Water Quality
August 27, 2003
Mr. Wilson Barbee, Mayor
City of Locust
113 South Central Avenue
Locust, North Carolina 28097
Subject: Permit No. WQ0023003
City of Locust
Furfield-Meadows Subdivision
Wastewater Collection System Extension
Stanly County
Dear Mr. Barbee:
In accordance with your application received on August 22, 2003, we are forwarding herewith
Permit No. WQ0023003, dated August 27, 2003, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
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.
talTrA
NCDENR
Mooresville Regional Office Internet http:/Ih2o.enr.state.nc.usl
919 N, Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. -Wilson Barbee
Page 2
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 3,650 linear feet of 8-
inch gravity sewer to serve 106 three -bedroom residences as part of the Furfeld-Meadows Subdivision
project, with no additional discharge of collected domestic wastewater (flow has already been allocated
in Permit No. WO0019705) into the City of Oakboro's WWTP (NPDES No. NC0043532) existing
sewerage system, pursuant to the application received August 22, 2003 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.
This permit shall become voidable unless the agreement between the City of Locust and the
Town of Oakboro for collection and final treatment of wastewater is in full force and effect.
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 Sonja Williams at (704)
663-1699,
Sincerely,
for Alan W. Klimek, P.E.
cc: Stanly County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0043532)
Stephen Chambers, Chambers Engineering, PA
Water Quality Central Files
NDPU Files

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
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 2H .0227. If an individual
permit is 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 prior to January 1, 2004 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 feast 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.

4. 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; 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 certthcate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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
(focal, 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.

-Fast Track -Engineering Certification
Permit No. WQ0023003
August 27, 2003
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 anv 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
i, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, 0 full time) the construction of the Furfield-Meadows
Subdivision, Stanly 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 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 i, 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
919 N. MAIN STREET
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.

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ) W &Q623 X73
11. Owner:
1 a. The City of Locust
' Full Legal Name (company, municipality, HOA, utility, etc.)
z 1 b. Wilson J. Barbee, Mayor
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
i
Q 11 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ['Corporation ❑ Other (specify):
1 d. 113 South Central Ave.
0 Street Address
Z i1f. NC
z E State
0
le. Locust
City
1 g. 28097
Zip Code
11. 704-888-1566
Telephone Facsimile E-mail
0 ,2. Project (Facility) Informat'on:
a 2a. The-Meadeubdi,ision FV T /EL ' - MEAD Ws 12b. Stanly
ilL Brief Project Name (permit will refer to this name) s rJB I County Where Project is Located
< I3. Contact Person:
Q I3a. Stephen G. Chambers
1 h. 704-888-5260
1 j.
Name and Affiliation of Someone Who Can Answer Questions About this Application
i
b. 704-984-6427
1 Phone Number
3c. [e-mail]
E-mail
i1. Project is ® New ❑ Modification (of an existing permit)
If Modification, Permit No.:
Z. Owner is ® Public (skip to Item B(3)) ❑ Private (go to item 2(a))
. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ 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)
3. Town of Oakboro
E � Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
its
4a. Oakboro WWTP
4b. NC 0043532
Name of WWTF WWTF Permit No.
0 .5a. City of Locust
Z Owner of Downstream Sewer
6. The origin of this wastewater is (check all that apply):
W
m
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
5b. 8"
Receiving Sewer Size
5c. WQ 0019705
Permit Number of Downstream Sewer
❑ Car Wash
❑ Institution
❑ Hospital
['Church
❑ Nursing Home
❑ Other (specify):
SOD % Domestic/Commercial
% Industrial
% Other (specify):
. Volume of wastewater to be permitted in this project: 0 gallons per day
. 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. WQ 0019705 (attached) Ref. North Pump Station
❑ Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 2
B. PERMIT INFORMATION (CONTINUED)
9. 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(1)(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).
106 Single Family Units @ 3 bedrooms @ 120 gpd/ bedroom = 38,160 gpd
Peaking factor of 3.5 = 92 gpm peak
Average flow = 26.5 gpm
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
Gravity or Force Main
(pull down menu)
8" 3650
Gravity
Gravity
I
Gravity
Gravity
Gravity
Gravity
Gravity
ENTER TOTAL LINE LENGTH IN MILES' 0.69 miles
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(as shown on plans)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(dual line feed, permanent generator,
portable generator, wet well storage)
NA
NA
NA
12. Does the
Mains (latest
® Yes
SUBMIT TWO
sewer
■
COPIES
system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
No If no, please reference the pertinent minimum design criteria or regulation and Indicate why a
variance is requested:
OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
'13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
■
f:1
•
Yes
Yes
Yes
❑
•
0
No
No
No
® N/A
• N/A
® N/A
FTA mm1

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
C. WATERSHED CLASSIFICATION
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:
■ 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
on Map
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
1
Big Meadow Creek
Cabarrus
Yadkin
13-17-15
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:
1 attest that this application for The Meadows Subdivision has been reviewed by
me and is accurate and complete to the best of my knowledge. l 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 as civil
alti to $2 ,A 0 per viol ' n.
e/797:
1 a. i
Sign fficial Signature Date
Z
0
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Et I
Li] I
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2. Professional Engineer's Certification:
/ attest that this application for The Meadows Subdivision 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. l 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 which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
a. Stephen G. Chambers, PE
��`'t���IyCA'„4
Professional Engineer Name
�•�lO y% oe�
•-
2b. Chambers Engineering, PA
y:�=0�,���'
0
;
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Engineering Firm
AL I.
2c. PO Box 1726
17943 88 e
?
Address
/w,�
• [ha° Vd
Albemarle f2e. 28002
��••,
12d.
StateNC I2f.
GRAD u 0
12g. 704-984-6427 12h. 704-984-6428 i. schambersactc.ent
Telephone I Facsimile
E-mail
Seal, Signature & Date
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, Sr1r u *uyo source list Scale:1 : 24,000 Detail: 13-6 Datum: WGS84

YADKIN RIVER BASIN
Name of Stream
Subbasin Stream Index Number Map Number Class
Big Creek (MCCullums Pond)
Big Island Creek
Big Island Creek
Big Kennedy Creek
Big Mountain Creek
Big Sandy Creek
Big Sandy Creek
Big Town Creek
Big Warrior Creek
Big Wolf Branch
Bill Branch
Bill Branch
Bishop Creek
Black Branch
Black Jack Branch
Black Rock Branch
Black Run Creek
Blacks Creek
Blackwell Branch
Blanket Creek
Blanket Creek (Lasater Lake)
Blood Creek
Blue Branch
Blue Branch
Blue Creek
Boles Creek (Bales Creek)
Bones Fork Creek (Lake Bagget)
Beane Camp Branch
BOBB Branch
Bost Creek
Bowlin Creek
Bowman Mill Creek
Bowsaw Branch
Brady Branch
Brandon Branch
Brendle Branch
Bridgers Creek
Brier Creek
Brier Creek
Brier Creek
Brooks Branch
Brown Creek
Brush Fork
Brushy Creek
Brushy Fork
Brushy Fork
Brushy Fork
Brushy Fork
Brushy Fork Branch
Bryant Branch
Buck Branch
Buck Branch
YAD15 " 13-25-27
YADOB 13-3-(0.5)
YADOB 13-3-(2)
YAD06 12-108-16-7
F19SE8
F18SE3
F18SE3
C16SW4
YAD12 13-17-15 F17SW8
13-28-1-(0.5)
YAD10 13-28-1-15)
12-46-4-8-(1)
12-46-4-8-(2)
13-25-35
12-29-1
13-25-37-1
12-94-5
YAD12 13-17-24-2
YAD15 13-25-20-8-1
YAD16 13-40-1
YAD10 13-20-3
YAD15 13-25-1b
YAD12 13-17-11-4
YAD02 12-87-1-1
YAD14 13-17-40-16
YAD02 12-90-(1)
YAD02 12-90-(2)
YAD01 12-30
YAD06 12-108-18-2-1
YAD15 13-25-36-6
YADO1 12-23-1
YAD17 13-47-2-1
YAD16 13-39-5
YADO1 12-24-4
YAD04 12-124-1
YAD12 13-17-12
YADO1 12-40-2-2
YAD02 12-68
YAD14 13-17-43
YAD06 12-108-20-4-1
YAD14 13-17-36-14-1
YAD02 12-62-14-1
YAD15 13-25-24
YADO1 12-47
YAD09 12-47
YAD09 13-2-1-1
YAD01 12-46-2-2-3-2
YAD10 13-20
YAD17 13-42-1-3-1
YAD06 12-108-16-3
YAD03 12-72-9-7-1
YAD04 12-94-12-6
YADO7 12-119-5-(1)
YAD07 12-119-5-17)
YAD04 12-94-12-6-1-1
YAD05 12-102-10
YAD06 12-108-9-2
YAD07 12-119-5-1.5
YADO1
YADO1
YAD15
YAD01
YAD15
CLAD04
G20NW1
G195E2
B14NE9
B14NE9
G19NW1
C13SE8
G19NW4
C17NW9
017NW5
F19SW2
H19NE9
H17NE6
F19NE7
F17NW3
C17SWS
G17SE9
C17SW9
C17SW6
C13SE3
D16NE4
G19NE4
D13NW2
H175E3
G203E7
C12NE2
E18NW2
F16SE6
H13SE4
8165E7
G18NW9
D145E6
G17SW2
HISSES
F19SE5
C15NW7
C15NW7
D18SE7
B14NW8
H17SE4
H18NE2
C15SW8
A16SW6
CIBNW7
C18SW9
D18NW8
C18NW8
C16SE8
D15NW4
C18SW9
C
ws-Iv
WS-IV CA
WS-III
WS-IV
C Tr
C Tr HQW
C
C
C
C
C
C HQW
C
C
C
WS-II HQW
Ws -Iv
C
C
WS-IV
WS-IV&B Tr
C
C
C Tr
C
WS-III
B Tr ORW
C
C
WS-II Tr HQW
C
C
C
C
C
C HQW
C
C
Ws -III
C Tr ORW
C
C
WS-III
WS-IV
C
WS-III
WS-III CA
C
C
WS-IV
WS-III
Pag 3 of 27

NN
o�ti RQG Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
r
Gregory J. Thorpe, Ph.D.
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:
eorit
In accordance with your application received March 14, 2001, we are forwarding herewith
Permit No. WQ0019705 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 anyparts, 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.
onstructicn Grants and Loans Section 1E33 Mail Service Center Raleigh, NC 27699-1633 [phone]
-Mail Address wwvr.nccgl.net
FAX [phone]
NCDENft
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,
Gregory J. Tho e, Ph.D.
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 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
City of Locust
Sternly 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 Iinear feet . • -inch for - •s ain with associated air rel ase alv •
o 1) 227 GPM pump s ation (North Pump Station) with duplex 40 HP submersible non -clog
sumps, an audio and visual high water alarm, telemetry, and a dedicated on -site 90 kW standby
enerator with an automatic transfer switch -
pump station ast ' ump ta on
with • up ex 31 111' su • mersi. e . • -c .. 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 adedicated on -site 40 kW standby generator with an automatic transfer switch;
modifications to the existing Meadow Creek Vacuum Pump Station including new
wetwell/holding 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
n

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:
1. 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.
3. 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.
5. 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-I617. (Engineer's Certification
Form is attached.)
8. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the Iife of the project.

9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement act -ion 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.
11. 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 screenedvent 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.
I3. 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 29th day of August, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION -
gory J, Thorpe,!D., Acting Director
ivision of Water Quality
y Authority of the Environmental Management Commission
Permit No. WQ0019705

08/27/03
Permit Number INQ0623003
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.williams
Permitted Flow
0
Facility
Facility Name
Furfield-Meadows Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Stanly
, Facility Contact Affiliation
Owner Name Owner Type
City of Locust Government - Municipal
Owner Affiliation
Wilson Barbee
P 0 Box 190
Locust
Dates/Events
NC 28097
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
08/22/03 /Z7/03
Regulated Activities Requested/Received Events
Subdivision Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number
Current Class Subbasin

Charon
8119/03
NCDENR, Mooresville Regional Office
Attn.: Ms. Dee Browder
919 North Main St.
Mooresville, NC 28115
Re:
Fast Track Non -Discharge Permit
Dear Ms Browder:
AUG ° N4A£ 2003
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 3,650 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.
Please note that this application is not requesting any new additional flow. Flow for this
project was permitted under WQ0019705, which is attached to the permit form for your
reference.
We respectfully request your review of this package and, if appropriate, approval of all
submitted items.
On behalf of the City of Locust I would like to extend my appreciation for your time and efforts
in this matter,
Sincerely,
Stephen G. Chambers, PE
President
Attach: Permit Package (2 copies)
cc: City of Locust
PO. Box 1726 - 129 N. First St. - Albemarle, NC 28CP02 - 704-984-6427

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