WQ0031172_Regional Office Historical File Pre 2018 (3)

North Caro
Beverly Eaves Perdue
Governor
Mr. Mike Garbark, A
Union County
500 North Main Street, Suite 500
Monroe, NC 28112
Dear Mr, Garbark,
NCDENR
na Department of Environment and Natu
Division of Water Quality
Ccleen H Sullins
Director
a23. 2011
Director of Engineering
Resources
Dee Freeman
Secretary
Subject: Permit No. WQ0031172 ,Modification
The Preserve at Brookhaven
Wastewater Collection System Extension
Union County, North Carolina
In accordance with your complete application received on May 19, 2011, we are forwarding the
modification to herewith Permit No, 'WQ0031172 dated May 23, 2011 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T, 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shail be the
Permiittee'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.
Moo esvtlke Regie
Location: a10 East Center Ave., Suit e 301 'Mooresviil , 5 28115
Phone (704). 66'3-1699 "1 Fax: [phone] Customer .Service: 1-877-623-6743
Internet: www+ ° ,,,vaterQuaRtv.orrot

Mr. Gar4 ,rk
Page 2
May 23, 2011
In accordance with the previsions 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 3,234 linear feet of 8-inch gravity sewer
and the discharge of 9,405 gallons per day of domestic wastewater into the existing sewerage system
in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek
W11 € P (NPDES No.NC0085359) prior to being d,scharged into the receiving stream,
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Union County Public Works. Union County must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the WW�TP
permitted limits and their collection system permit WQCS00054.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding,
if you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central 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 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by-15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 27
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

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.
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.
Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Per tee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9, In the event that the wastewater collection facilities fait 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
Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 23rd day of May, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031172 Modification
3

Pirr
Fast Track Engineering Certification
Permit No. WQ0031172 Modification
May 23, 2011
OwneriWQCS/WWTP PE
Mark Garbark Danis E. Simmons
Union County ESP Associates, P.A.
500 North Main St, Suite 500 PO Box 7030
Monroe, NC 28112 Charlotte, NC 28241
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
1, , 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 Preserve at Brookhaven, a
Union County project for the Permitted, hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

H
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la, Union Counter Public Works
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number;
(to be completed by DWQ)
1 b. iOfficial t
Signing Name and Title (Please review 15A NCAC 2T .010
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality S
ld. 500 North Main Street; Suite 500
Mailing Address
If. NC
Z State
l h. [phone]
Telephone
2. Project (Facility) Information:
2a.
3a.
3b,
1.p.d.
to/County
b) for authorized signing officials!)
Private Partnership 0 Corporation 0 Other
le. Monroe
1 i. [phone]
Facsimile
City
�1g 28112
Zip Code
mikegarbark
E-mail
The Preserve at Brookhaven 2b. Union
County
Brief Project Name (permit will refer to this na
Contact Person:
Mike Garbark, Assistant Director
Name and Affiliation of Someone
[phone]
Phone Number
Project is ❑ New
here Project is
uestions About this Application
3c. rnikegarbarkco unicin,nc.us
ocated
E-mail
Modification (of an existing permit) If Modification, Permit No,: WQ 0031172
2. Owner is 0 Public (skip to Item B(3))
2a. If private, applicant will be:
Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
0 Retaining Ownership (i.e. store, church, single office, etc.) o
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
El Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
3. Union County Public Works
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Twelve Mile Creek WWTP 4b, NC0085359
Name of WWTF WWTF Permit No,
Union County Public. Works 5b, 8" Gravity
Owner of Downstream Sewer =Receiving Sewer Size ,0 Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
0 Office
Retail (Stores, shopping centers)
0 Institution
❑ Hospital
0 Church
❑ Nursing Home
❑ Other (specify). ..
of Downstre
% Domestic/Com
%'Industrial (attach
ercial
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 2565 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
F1'A 1'/07

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T _0114 fort
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
9 Lots x 3 Bedrooms Average x 95 Gallons/Bedroom/Day = 2565 Gallons/Day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessa
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
Summary of Pump Stations wI associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
0
V
z
0
(self chosen .. as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Leng
2 - portable generator w!MTS
Pump Station Location ID w (self chosen - as shown on plansfmap for reference)
Design Flow Power Reliability Option
(MGD) Operational Point' 1 - permanent generator wWATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
Pump Station Location
(self chosen - as shown on plans/map for referee
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes' to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes 0 No if No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATkoNS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
F"TA 12/07

'Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ N/A
.15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
r --
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1 a.
1, Mike Garbark , attest that this application for The Preserve at Brookhaven
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 penalties up to $25 000 per violation.
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
u) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
0
1— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Danis E. Simmons , attest that this application for The Preserve at Brookhaven
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. 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 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 other professionals may have developed certain portions of this submittal package, inclusion
of these materials under my signature and seal signifies that l 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. Danis E. Simmons
Professional Engineer Name
2b. ESP Associates, P.A.
Engineering Firm
2c. P.O. Box 7030
Mailing Address
2d. Charlotte 2e. NC 2f. 28241
City State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
lifts L (1
02577542* Co
E. =
'Y CsWW,N3
NC PE Seal, Signature & Date
FTA12/07

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Union County Public Works
The Preserve at Brookhaven
Professional Engineer Name
Engineering Firm Name
Danis E. Simmons, P.E.
ESP Associates, P.A.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
W. Fork Trib. 12 Mile Creek
Union
Catawba
11-138-1
C
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
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FORM: WSCAS-12/07
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Union County
Project Name for which flow is being requested: The Preserve at Brookhaven
Afore than one F7SE40/07 may be required Pr a single protect if the owner of the 4WD' is not responsible "Or all
pump stations along the route of the proposed wastewater flaw.
I. Complete this section only i I you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile Creek
b. WWTP Facility Permit #: NC0085359
c. WWTP 'facility's permitted .flow
d. Estimated obligated flow not yet tributary to the WWTP
c. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Ail flows are in MGD
6.0000
1.6403
3.55
0.0026
5,1929
86.55
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name
Brookhaven
Approx. Capacity, MGD Approx. Current Avg.
(firm/Design) Daily Flow, MGD
McKim & Creed Engineers
1,726,560 MGD 343MGD
111. Certification Statement:
1. Mike Garbark , certify -that, to the best of my knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving 'wastewater
treatment facilityand that the flow from this project is not anticipated to cause any capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal. circumstances. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items listed above
in Sections 1 and 11 for which 1 am the responsible party. Signature of this form indicates acceptance of
thiswstewateri1o.
Signing Offieic/ Sitiature Date

Central Files: APS SWP_
05/20/11
Permit Number WQ0031172 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer D Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Coastal SW Rule
Permitted Flow
4635
Facility
Facility Name
The Preserve at Brookhaven
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Public Works Government - County
Owner Affiliation
Mark Eugene Tye
500 N Church St Ste 500
Monroe NC 281124730
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
01/03/07 05/17/11 05/23/11 05/23/11
Regulated Activities Requested/Received Events
Subdivision Additional information requested 05/18/11
Wastewater collection Additional information received 05/19/11
Outfall NULL
Waterbody Name Stream index Number Current Class Subbasin