WQ0037741_Regional Office Historical File Pre 2018

Pat McCrory
Governor
firFILE
North Carolina Department of Environment and Natural Resources
May 4, 2015
Mr. Charles P. O'Cain, Development Program Manager
. Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
Subject: Permit No. WQ0037741
Stonebridge Parcel 7B & 9
Wastewater Collection System Extension Permit
Union County
Dear Mr. O'Cain:
Donald R. van der Vaart
Secretary
In accordance with your application received April 27, 2015, we are forwarding herewith Permit No.
WQ0037741 dated May 4, 2015, to Union County Public Works (Permittee) for the construction and
operation upon certification 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
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.
It shall be the responsibility of the Permittee 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.
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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwatercivalitv.ore
An Equal Opportunity\Affirmative Action Employer— Made in part by recycled paper

r
Union County Public Works
Permit No. WQ0037741
a
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Bradley K. Johnson, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

I
F1bENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Union County Public Works
Union County
for the construction and operation of approximately 6,212 linear feet of 8-inch gravity sewer to serve 76
Tots as part of the Stonebridge Parcel 7B & 9 project, and the discharge of 21,660 gallons per day of
collected domestic wastewater into the Union County Public Works existing sewerage system, pursuant
to the application received April 27, 2015, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
cified conditions and limitations contained therein.
for S. Jay Zimmerman, Director .
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037741
Permit Issued: May 4, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
1g
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Union County Twelve Mile
Creek Wastewater Treatment Plant in accordance with Permit Number NC0085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; 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 an 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 21,660 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 027.0304(b)j
II. STANDARD CONDITIONS
1. This permit is not 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. [15A NCACO2T.0104; G.S 143-215.1(d3)]
2. 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'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 materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. 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: [15A NCAC 02T .0108(b)]:
Page 4 of 8

r
,
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (1) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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, Vine blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
ial 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five 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. 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. (G.S, 143-
215.1C(a1)]
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. [15A NCAC 02T.0108(b)J
7. 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. 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,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following.
One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush law points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

I
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. 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, construction of additional .or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. 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. [15A NCAC 02T .0110; 15A NCAC 02T.0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERIVIITTEE: Union County Public Works
PERMIT #: WQ0037741
PROJECT: Stonebridge Parcel 73 & 9
ISSUE DATE: May 4, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation,
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
ENGINEERS CERTIFICATION
Date
as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (r1 periodically, 0 weekly, j full time) the construction of the
project name and location as referenced above for the above Perini tee 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 02T; the
Division of Water Resources' (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 Sea! w/signature & date:
0 Final ] Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
1-rn r rn1Cfl,) retv C C 'NA rl

0
USE THE TAB KEY TO MOV
Owner/Perrn'ittee;
Union County Public Works
Application Numb r•
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Charles P. ©'Cain, PE, PLS, Development Program, Manager
Signing Official Name and Title (Please review 15A'NGAC 2T .0106 (b) for
ning o
lc. The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality ® State/County 0 Private Partnership 0 Corporatio
in Street, STE 500
Address
North Carotina
Z State
1 h. 2_04) 296-4244
Telephone
2. Project jFacility) Info 'on:
2a. Stonebndge Parcel _
Brief Project Name (permit wait refer to this n
3. Contact Parson:
3a Charles O"Cain, PE, PLS
294) 296-423,2
Facsimile
Name and Affiliation of Someone
b. j704) 296-4244
Phone Number
. ._ .....:.
Project is
dification (of an existing permit)
Owner is ® Public (skip to item 8
3))
1e,
ty
lg_ 28112
Zip Code
1j. main
E-mail.
union .nc,u
2b. Union Count'
1t Oi ESViLi.F. f1fi C i 1NAL
County Where Project is Located
ho Can Answer Questions About this Application
3c, ocain e@co,union.nc,u
E-mail
ion, Permit No.:
0 Private (go to Item 20);)
2a. If private, applicant will be:
0 Retaining Ownership (i.estore, 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(26))
Union County
Owner of Wastewater Treatment Facility (MT F) Treatin
2b, If sold, facilities owned by a (must choose one)
] Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
er From This Project
4a. 12 Mile Creek WWTP' 4b, NC0085359
Name of WWTFm WWTF Permit No
Union County, Sewer Size; Force Mainityi5c. WQ©032340
Receiving,Receiving
The origin of this wastewater is (check all that apply):
Residential Subdivision 0 Retail (Stores, shopping centers)
0 Apartments/Condominiums 0 Institution
0 Mobile Home Park 0 Hospital
0 School 0 Church
0 Restaurant 0 Nursing Home
0 Office 0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 21,660
""Do not include future flows or previously permitted allocations
Permit # of Downstream Sewer (Instruction F)
100% Domestic/Coml ercial
% Industrial
(Attach Description)
% Other
(Attach Des notion)
gallons per day
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where ow will be permitted in subsequent permits tit 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
(see 15A NCAC 02T .0303 to determine if a permit is required)
F1'A 10-i4 APPLICATION
Page 4 of*6

Piry
#9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) ANDIOR the design flow for tine 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).
(3 bedroom) x (95 gpd) x (76 lots) = 21,660 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
inches
Length (feet)
New Gravity or Additional
Force Main
8"
6212
New Gravity
E
CI
W !
Z
i._
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
0
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
0
`--'
.
Longitude: Latitude:
Z
0
Q
2
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
IX
4L
-
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
I--
Latitude:
mLongitude:
Le
W
a.
m
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w!ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12.
■
(RO
Will
Yes
— if
the
►5
"yes"
wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
No If Yes, permit number of 2nd treatment facility :
to B.12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the 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 ❑ No
If No, complete and submit the Variance/Alternative Desiqn Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION
Page 5 of 6

Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Yes El No NiA
Yes El No El IN/A
Yes El No N/A
Yes Ej No Ei N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (21) invotve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: EJ and provide details:
1. Owner/Permittee's Certification (Signature of Signing Official and Project Name)
1 a
1, Charles O'Cain . attest that this application for Stonebridge Parcel 7B & 9 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. Note: In accordance with North Carolina General Statutes 143-215,6A and 143-
215.68, any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor, which may include a fine not to exceed $i0,000 as well as civil penalties up to $25,000
per violati n,
Signing Official Signature
4 7 -
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATlON. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMlTY!
(1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Bradley K. Johnson, attest that this application for Stonebridge Parcel 7B and 9 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 other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and sea) 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 143-215 663, 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. Bradley K. Johnson. PE
Professional Engineer Name
2b, PE S uared PLIC
Engineering Firm
2c. 1800 Camden Road, STE 107- 52
Mailing Address
2d, Charlotte
City
2g, [phone] 2h,
Telephone Facsimile
2e. NC 2f. 28203
State Zip
2i. [e-mail]
3 4,
E-mail NC PE Sea , nature & Date
FIA 10-14 APPLICATION Paec 6 of6

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Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Stonebridge, Parcel 7B & 9
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.6368
e. WWTP facility's actual avg. flow 3.61
f. Total flow for this specific request 0.0217
g. Total actual and obligated flows to the facility 5.2685
h. Percent of permitted flow used 87.81
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:
(A) (B) (C) (D)=(B+C) (E)—(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Stonebridge 0.337 0.135 0.0056 0.0242 0.0298 0.1052
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is ¢ 0.
Page 1 ofX3
FTSE 08-13

1. Certification Statement.:
1 Charles P. O'Cain certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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 and11
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater Clow.
Signing Of ficicrl gria
Dale
Page 2 of
3
IT TSE 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
T understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of3
FTSE 08-13

.„0
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://portal.ncdenr.org/web/wq/home/ro
Location ID
Name of Waterbodyl
River
Basin
Waterbody
Index No.
Waterbody
Classification
01
unamed Tnb
Beaverdam Creek
Yadkin PD
13-17-36-3
C
1 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 l 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

RECEiVEDINC 7ENR)EWR
WQROE
MOORESVILLE REGK)NAL OFFICE
March 18, 2015
Division of Environmental Health, NCDENR
1634 Mail Service Center
Raleigh, NC 27699-1634
Re: Fast -Track Application
Stonebridge Subdivision Parcel 7B & 9
Union County, North Carolina
To who it may concern:
Submitted herewith is a permit application package for Stonebridge
Subdivision Parcel 7B & 9. This package was completed and submitted, as
required by the North Carolina Department of Environment and Natural
Resources Division of Environmental Health, Public Water Supply Section.
Stonebridge Parcel 7B and 9 is a continuation of the Stonebridge Subdivision
project in general and in particular an extension from the previously permitted
Parcel 7 subdivision. Parcel 7B is an additional 59 lots and Parcel 9 is an
additional 17 lots, for a total of 76 lots.
We appreciate the opportunity to be of service to you on this project. If we
can be of further assistance, or if you have any questions regarding the report
or application, please contact our office.
Sincerely,
Brad Johnson, P.E.
NC PE 031675
Engineering Manager

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
TRANSMITTAL
RECEIVED/NCO .iR/DWR
2 7
WOROS
MOORESVILL E: REGIONA'i,u OFFICE
Regarding: Sanitary Sewer to serve Stonebridge, Parcel 7B & 9 subdivision
We are sending you:
Date
/18/15
4/7/15
n Copy of letter
Fl Other
No.
Description
Cover Letter
Plans
Fast Track Application
4/7/15
4/7/15
2/16/15
3/18/15
2/23/15
2411
1283
Date: 4/22/15
Prints [ Shop Drawings
Copy of Fast Track Application
Flow Tracking Form
$450.00 Check (Application Fee)
0.00 Check (Application Fee)
Stream Classification Form
These are transmitted as checked below:
E For approval D For your use n As requested n For review and comments
Remarks:
Signed:
Received by:
Date:

.•
Central Files: APS SWP
5/4/2015
Permit Number WQ0037741 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flaw
21,660
Facility
Version
1:00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Stonebridge Parcel 7B & 9
Location Address
Owner
MajorlMinor Region
Minor Mooresville
Facility Contact Affiliation
County
Union
Owner Name
Union County
Dates/Events
Owner Typo
Government - County
Owner Affiliation
Mike Garbark
500 N Main St
Monroe
NC 28112480
Orig Issue App Received Draft initiated
5/4/2015 4/27/2015
Scheduled
Issuance Public Notice Issue Effective
5/4/2015 5/4/2015
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin
I