HomeMy WebLinkAboutWQ0016128_Regional Office Historical File Pre 2018Michael F. Easley, Governor
William G. Ross .Tr., Secretary
North Carolina Department of Environment and Natural Resources
Y
Alan W. Klimek, P.E. Director
Division of Water Quality
April 4, 2007
Ms. Christie Putnam, Interim Director
Union County Public Works
400 North Church Street
Monroe, North Carolina 28112
Subject: Permit No. WQ0016128 Modification
Weddington Hills Phase IVB
Union County Public Works
Wastewater Collection System Extension
Union County, North Carolina
Dear Ms Putnam:
In accordance with your application received on March 20, 2007, we are forwarding herewith
Permit No. WQ0016128, dated April 4, 2007, to Union County Public Works 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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. This permit allows for the transfer of flow to this project from the Williamsburg Phase II
project (WQ0020172). Please be advised that until construction associated with this project (in it's
entirety) is complete it will be necessary for Union County to track all allocations of flow and make
necessary modifications to the permit.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be property 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.
Mooresville Regional Office 610 East Ceriter Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040
Internet: www.ncwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recyciedl10% Post Consumer Paper
One
Nor hCarolina
atirrally
rMs. Christie Putnam
Page 2
April 4, 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
Union County Public Works for the construction and operation of approximately 925 linear feet of 8-inch
gravity sewer as part of the Weddington Hills Phase IVB project, and the discharge of 7,560 gallons per
day of collected domestic wastewater into Union County's existing sewerage system, pursuant to the
application received March 20, 2007, and in conformity with 15A NCAC 2H .0200; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Union County
WWTP (NPDES No. NC0085359) 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,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Collection System Permit File
Robert Davis, RD Davis Consulting Engineers, PLLC
Surface Water Protection Central Files
PERCS
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 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 §143-215.1 C.
1
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. Per 15A NCAC 2H .0220, 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 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number (704) 663-1699, 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.
2
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 (800) 858-0368 or
(919) 733-3300. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 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 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 4th day of April, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
- By Authority of the Environmental Management Commission
Permit Number WQ0016128 Modification
3
rst Track Engineering Certification
Permit No. WQ0016128 Modification
April 4, 2007
Christie Putnam, Public Works Director
Union County
400 North Church Street
Monroe, NC 28112
Robert Davis, PE
RD Davis Consulting Engineers, PLLC
323 Indian Trail Road North
Indian Trail, NC 28079
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
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Weddington Hills
Phase IVB, a Union County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 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.
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.
Central Files: APS SWP
04/03/07
Permit Number WQ0016128 Permit Tracking Shp
Program Category Status
Non -discharge In review
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
Facility
Facility Name
Union Co-Weddington H-IV-B
Location Address
Own er
Project Type
Major modification
Permit Classification
Individual
Permit Contact Affiliation
Mike Shalati, County Manager
PO Box 987
Monroe NC 28111
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Orig issue App Received Draft Initiated
11/25/98 04/03/07
Scheduled
Issuance
Owner Type
Government - County
Owner Affiliation
Christine Putnam, Director Interim
400 N Church St
Monroe
Public Notice Issue
NC 281124804
Effective Expiration
Regulated Activities ReauestedlReceived Events
Subdivision
Wastewater collection
Wastewater treatment and disposal
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin
if, North Carolina
State Zip Code
lh, 704.296,4210 1i: 704,296,4232 1j.
Telephone
or authorized signing officials!)
,ICATION fo
;RAITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be compieted by DWQ)
1. Owner.
la. Union County Public Works
Full Legal Name (company, municipality, HOA, utility, etc)
O lb, Christie L. Putnam, Director
Signing Official Name and Title (Please review 15A NCAC 2H ,
• lc, The legal entity who will own this system is:
Et 0 Individual [I] Federal 0 Municipality State/County D Private Partnership 0 Corporation 0 Other (specify):
O ld 400 N Church Street
LL Mailing Address
0
Project (Facility) Information:
—I 2a. Weddington Hills Phase IVB
Brief Project Name (permit will refer to this name)
3, Contact Person
Facsimile
le, Monroe
City
g. 28112-4804
E-mail
2b. Union
County Where Project is Located
3a, Charles P, O'Cain, Assistant Director
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704,296.4210
...........„ .. .. , 3c. o'cain@caunioftnc.us
Phone Number E-mail
1, Project isQ New El Modification (of an existing permit) If Modification, Permit No.: WQ0016128
1
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizeltength, etc.), Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2 Owner is 0 Public (skip to Item 8(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc, - go to Item B(214)
3, Union County Public Works
10 Public Utility (Instruction III)
0 Homeowner Assoc,/Developer (Instruction IV)
Owner of Wastewater Treatment Facility Treating Wastewater From This Project
4a, Twelve Mile Creek 4b. NC0085359
O Name of VVWTF WNW Permit No,
LL., 5a, Union County Public Works ,5b, 12' I4 Gravity
WQ0015749
Z Owner of Downstream Sewer :Receiving Sewer Size 0 Force Main Permit Number of Downstream Sewer (if known)
The origin of this wastewater is (check all that apply):
th
El Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
Restaurant
0 Office
O Car Wash
0 Institution
0 Hospital
O Church
0 Nursing Home
El Other (specify),
7. Volume of wastewater to be allocated for this particular project 1.080
*Do not include previously permitted allocations
% Domestic/Commercial
% Industrial
% Other (specify):
gallons per day
8, f the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev, 3 04/05
LICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
Q
Z;..
O
V11.
Z
Qplans
E
Ce
LL
I-
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w
LL
m
i15.
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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
:3 lots X 3 bedrooms X 120 gpd = 1,080 gpd (additional 3 lots )
10. Summary of Sewer Lines to be Permitted (attach
1 Size (inches)
L
additional sheets if necessary)
Length (feet)
Gravity or Force Main
(use the pull down menu)
i
i --
r
1
i
I
_ _.__ _. :_._____
ENTER TOTAL LINE LENGTH IN MILES
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
— — — Location ID
(self chosen - as shown on
for cross-reference)
Design Flow
! (MGD)
Operational Point
GPM @ TDH
Power
(1- dual line feed;
portable generator
Reliability Option
2- permanent generator w/ATS; 3-
wltelemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
// Yes IN No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes:
These .lines .will .be..considered ..Nob ..priority.and _must becheckedonce -every_ six .months ---.-.-.-.--......__........----.----------------.__—.—
Does this project have gravity sewer lines designed at minimum
Be aware that the Division wilt not accept installed tines more than 1 O% flatter than
corrected prior to submitting the final engineering certification..
■ Yes ® No ■ N/A
r Yes • No • N/A
EA. Yes ■ No ■ N/A
•
slopes? 0
the minimum slope. Lines
installed outside this tolerance should be
FrA 02/03 - Rev. 3 04/05
PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
Z
0
Qwaterbody;
.0
!L
Cl)
J;
U
5
11J
re
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
i regional office (see instructions for addresses) OR indicate the following:
■ A Stream Classification
is not needed because all parts of the project are at least 100 feet away from any down slope
AND,
is not needed because the design does
station near a Class C down slope waterbody.
not depend on wet well storage as a
'
I WaterbodyStream
River Basin . Index
Catawba I 11-138-1-1
power reliability
Waterbody
Classification
C
• A Stream Classification
; option for any pump
Location ID on Map
(self chosen - as shown on
map for cross-reference) j�
See map
i
! Name of I
Waterbody County
Culvert Branch Union
I
I
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided]
Z
0
i--
Q
0
U-
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Ce
W
0
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11. Applicant's Certification:
1, Christie 1. Putnam,
accurate and complete
completed and that if
is subject to being retumed
143-215.68, any person
sh guilty of a Class
5,0 per violation.
;1 a.
attest that this application for Weddington Hills Phase IVB has been reviewed by me and is
to the best of my knowledge. 1 understand that if all required parts of this application are not
all required supporting documentation and attachments are not included, this application package
as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
who knowingly makes any false statement representation, or certification in any application
2 misdemeanor which may include a tine not to exceed $10,000 as well as civil penalties up to
/0 ~ /3-06
Signing Official Sig re Date
2. Professional Engineer's Certification:
/ attest that this application for Weddington Hills Phase IVB 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 1
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
well as civil penalties up to $25, 000 per violation. -
2a. Robert D. Davis, P. E.
�®q�oeooee8p8p
®� CA oop�
Boa O�"�,....c.o. w_. em3v
a� �, , �F�SS.. o0 0"0, ��
r.: • Nrde,�.,? . e
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p ,�0."./YG1NE °°° �co 60`.
c®�r� e�... D. ne �o0
/V— 7'-06
Seal, Signature & Date
Professional Engineer Name
2b. R D Davis Consulting Engineers, PLLC
Engineering Firm
2c. 323 Indian Trail Road North
Mailing Address
2d. Indian Trail 2e. NC 2f. 28079
City 1 State E Zip
2g. 704.821.7760 2h. 704.821.8014 I2i. robertdavis@caroiina.rr.com
Telephone Facsimile I E-mail
FTA 02/03 - Rev. 3 04/05
Name: MATTHEWS
Date; 11 /g/1 O6
Scale: 1 inch equals 2000 fleet
y the Ce':=ce
Carona ei@(Yce: C: SJive
Location: 635° 01' 146" N 080° 43' 5OE0" W
Caption: Waddington Hills 4B and Williamsburg Phase II
04/03/2007 11:26 7042964232
UCPUBLICWORKS PAGE 02/03
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B, Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard; Jr., P.E., Director
Mike Shalati, Director
Union County PWD •
P.O. Box 987
Monroe, NC 28111-0987
Dear Mr. Shalati:
1 �' fir•►
DENR
November 25, 1998 0 t_w lam •
c EDD) /s(i t ![(c r J
7
Q0016I2$
Union County PWD
Subject: Permit No. WQ0016128
Weddington Hills -Phase IV-13
Wastewater Collection System.
Union County
In accordance with your application received November 13, 1998, attached is Permit No.
WQ0016128, dated November 25, 1998, to Union County PWD for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject
to the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria
adopted February 12, 1996 and the attached 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
for the construction and operation of approximately 925 linear feet of 8 inch gravity sewer to serve 18-
three bedroom Jots at Waddington Hills Phase IV-B, and the discharge of 6,480 GPD of collected
domestic wastewater into the Union County PWD's existing sewerage system, pursuant to the
application received November 13, 1998, and in conformity with the North Carolina Gravity Sewer
Design Criteria.
The sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek
Wastewater Treatment Facility (NPDES Permit No. NC0085359) 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 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, P.O. Drawer 27447,
.Raleigh, NC 27611-74-47. Unless such demands are made this permit shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone (919) 733-5083 FAX (919) 733-0719
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