WQ0037978_Regional Office Historical File Pre 2018

Pat McCror
Governor
North Carolina Departmen
August 20, 2015
Mr. Charles P. O'Cain, Development Program Manager
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
en t and Natural Resources
Subject: Permit No. WCt0037978
Scotch Meadows
Wastewater Collection System Extension Permit
Union County
Dear Mr. O'Cain:
Donald R. van der Vaart
Secretary
In accordance with your application received August 14, 2015, we are forwarding herewith Permit No.
WCt0037978 dated August 20, 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effective from the date of issuance until rescinded and shall be subject to the conditions andlimitations
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 I1.4:
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 1508 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, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.nevaaerpuallt.or
An Equal opportunity \ Affirmative Acton Employer — Made in part by recycled paper

t
Union County Public Works
Permit No, WQ0037978
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Matthew L. Mobley (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

ATA
NCDENR
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 2,896 linear feet of 8-inch gravity sewer, 4,367
linear feet of 3-inch force main, and a 0.01254 MGD pump station operating at 50 GPM @ 66 TDH with a
permanent generator to serve 44 lots as part of the Scotch Meadows project, and the discharge of
12,540 gallons per day of collected domestic wastewater into the Union County Public Works existing
sewerage system, pursuant to the application received August 14, 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
Tied coenditipns and limitations con.aped therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037978
Permit Issued: August 20, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
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 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 12,540 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 02T.0304(b)I
Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a
single-family residence may have a placard or sticker on the control panel in lieu of a sign. [15A
NCAC 02T .0305(h)(2)]
CI. STANDARD CONDITIONS
1. This permit is not transferable. In the event there i 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 NCAC 02T.0104; G.S 143-21.5.1(d3)]
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. 115A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data, [1.5A NCAC 02T .0110J
Page 4 of ti

rr
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 27 .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
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 (Le.
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 (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. The Pennittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone nwnnher(7Q4) 663-l699,aysoon as possible, but in no case more than
24,feUovving 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 orbreakage, etc,;or
b. Any SSOand/or spill over 1,0OOgallons; or
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 attelephone number (800) 850'0368 ur8}19>
733'3300. Persons reporting any ofthe above occurrences shall file aspill report bycompleting and
submitting Part | of Form CS'SSO (or the most current Division approved form) within five days
following first knowledge ofthe occurrence. This report must outline the actions taken orproposed
to be taken to ensure that the problem does not recur. Part || of Form CS-6SO (or the most current
Division approved form) can also becompleted toshow that the SSOwas beyond control. [G.3.143-
6. 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
tothe surface waters ofthe State, [15AN[A[O2T.O1OB/bU
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 tothe address provided on the form. Acnmp|pte 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
Pernnitteetoappropriate enforcement actions,
If the permit is issued to m private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Qec\aratio nn/Cmvenants/Restrcdoms, and Bylaws that have been
appropriately filed with the applicable Cmunty/m Register of Deeds office shall be submitted with
the certification.
Acomplete certification is one where the form isfully executed and the supporting documents are
provided msapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views ofsewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear onthe plans o,ondigital media (CD orDVDdisk) and are defined anthe 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 pomp 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 low points in
force mains with a pump cycle, and downstream sewer capacity analysis. if a portable power
Page 6 of 8

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.
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 §1.43-215.6C, 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
PERMDTEE*
PERKA|T#:
PROJECT:
ISSUE DATE:
Union County Public Works
VVQ0O3797Q
Scotch Meadows
August 20,20l5
This project shall not be considered ozmp|e1n nor allowed tooperate inaccordance with Condition of
this permit until the Qk/|siom 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 atthe address at
the bottom.
Any wastewater flow nnade 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 Pe,mittme to
appropriate enforcement actions. The Peomittee 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,
Ps 6CEnnnCAr0m
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards 8' requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared tVoperate &maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as cLuly registered Professional Engineer in the State of North Carolina,
having been authorized toobserve (�_periodically, Uweekly, Hfull time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the besof
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 ofthis permit; 15A N[A[O2T|the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February lJ,
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 w/signature & date:
Final Partial (include description) `
Certification Comments/Qualifiers krttachif :
NC DWR -- Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
"t_- ~^~`''` ~'~" '—'`^^` ``` """°

0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
1 a. Union County Public Works
Full Legal Name (company, mu
1b. Charles P. 0 Cain, PE, Deve
ld
cipatity, HOA, utility, etc.)
ent Program Manager
gning Official Name and 'Title (Please review 15A NCAC 2T 010
Application Number:
(to be completed by DtNR)
The legal entity who will own this system
❑ Individual ❑ Federal ❑ Municipality
500 N. Main Street, Suite 500
Mailing Address
North Carolina
State
1 h. 17041_296-4244
Telephone
or authorized signing officials)
State/County ❑ Private Partnership ❑ Corporation ❑ Other
le. Monroe
[phone]
Facsimile
2. Project (Facility) Information:
2a, Scotch Meadows
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Charles P. O'Cain„ PE
pecify)e
City
1g. 28112
Zip Code
1j. ocainunioncoun
E-mail
2b. Union
County Where Prgj#tl
NEE NCDl NR/DWR
DNAt
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704 296-4244
Phone Number
Project is New
Public (skip to Item 8(3)) ❑ Priv
3c. ocainunioncountync.gov
E-mai
If Modification, Permit No.:
e (go to Item 2(a))
2a. If private, applicant will be'
13 Retaining Ownership (i.e. store, church, single office, etc,) or
El Leasing units (lots, townhomes, etc, - skip to /tern 8(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
Union County Public Works
Owner of Wastewater Treatment Facility (WWTF
4a. Twelvemile
Name of WWTF
5a, Union Coup Public
Owner of Downstream Sewe
6, The origin of this wastewater
Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
El School
El Restaurant
Ej Office
Gravity
Receiving Sewer Size ❑ Force Main
s (check all that apply):
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
4b. NC0085359
WWTF Permit No.
c WQ0032807
Permit # of Downs
Ej Retail (Stores, shopping centers)
Institution
Hospital
❑ Church
Nursing Home
❑ Other (specify),
7, Volume of wastewater to be allocated or permitted for this particular project:
`Do not include future flows or previously permitted allocations
er (instruction F)
100 % Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
12,640 gallons per day
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 thi
❑ Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to determine if a permit is required)
e
FTA 10-I4 AMUCK: f`1ON
Page 4ui-6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC .0114 for,
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).
95 GPD/Bedroom X 3 Bedrooms per Lot X 44 Lots 12,540 GPD
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8" 2,896 New Gravity
3" 4,367 New Force Main
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID:
C.)
Longitude: 1488128 0027"
Pump Station (self chosen - as shown on plans/map for reference)
Latitude: 460805.0623',
Design Flow Power Reliability Option
(MGD) Operational Point
GPM @TDH 1 - permanent generator WATS; Force Main Size Force Main Length
2 - portable generator wIMTS
0 01254 50 GPM @ 66" TDH 1 3" 4,367
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point 1 .
(MGD) permanent generator WATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LJ 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 Perrnittg_ of Pump Stations and Force Mains
(latest version), the GravitySewer Minimum Design criteria (latest version) and 15A NCAC Chapter 2T as applicable'?
Yes Ej No
If No, complete and submit the Variance/Alternative Desgn Re u s 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.
FIA 10-14 APPLICATION Page 5. of 6

14, Have the foliowing permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes Ej No N/A
Sedimentation and Erosion Control Plan? Yes No El N/A
Trout Buffer Waiver? 0 Yes El No N/A
Stormwater? El Yes 0 No 0 N/A
15. Does this project include any high priority lines (15A NCAC 02T :0402 (2J) 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: El and provide details:
1 Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I a.
1, Charles P. O'Cain, PE , attest that this application for Scotch Meadows Subdivision has
been reviewed by me and is accurate and complete to the best of my knowledge. 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. NoteIn accordance with North Carolina General
Statutes 143-215,6A and 143-215.5B, 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.
7
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC REFER TO 15A NCAC 02T 0305
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Matthew L. Mobley, PE ,attest that this application for Scotch 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. 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 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.
2a. Matthe Mob PE
Professional Engineer Name
2b. Design Resource Group (Firm License # C-2165)
Engineering Firm
2c, 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d, Charlotte
City
2e NC 2f 28208
State
Zip
2g. [phone] 2h. [phone] 2i, matthewdrrpcom
Telephone Facsimile E-mail
NC PE Seal, Sipature &Date
ETA [0-141 APPLICATION Page 6 of 6

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7\i‘fiii-c)
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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: Scotch Meadows
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 1.7549
e. WWTP facility's actual avg. flow 3.69
f. Total flow for this specific request 0.0125
g. Total actual and obligated flows to the facility 5.4574
h. Percent of permitted flow used 90.96
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
Pump
Station
(Name or
Number)
N/A
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
WWTP:
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
* 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 (p1) 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 of3
FTSE 08-13

III. Certification Statement:
I 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 I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature
Date
b 7/74/5
/z8/i
C--
Page 2 of}(3
FTSE 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.
I 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 off(3
FTSE 08-13

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division oi Water Resources Watershed C1assificaion 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 ICYs 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: htt_pliportal ncdenr,orgiwebArvojhomeiro
Location ID i Name of Waterbodyl River
Basin
Una.med tributary to West Fork
SiTE 1 , Catawba i
Twelverhik.civ*
---i
i 1
1
, .
-1.-
, 1
i 1
If u
Waterbody Waterbody
Index No. Classification
11-138-1
ed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins,
certify that as a Registered Professional Engineer in the State of
North Carolina that 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

Date: July 24, 2015
T NCDENR Division f Water Re ourc
Mooresville ille Regional Office
610 East Center Ave., Suite 301
Mooresville, ille, 1
design r s group
From: Marc fan Dine PPS, PE
e: Scotch iteadus
Job : 472-001
Project Na a iv
Please find enclosed the Fast Track application Package for a.
gravity sewer extension to serve the referenced sect. This
sever extension will serve Scotch Meadows Subdivision, a
proposed 44 lot subdivision in Union County, North Carolina
The seer system which includes a gravity collection system, a
pump station, and a force main will be owned and operated b
Union County Public Works. Union County Public works will also
accept and treat the wastewater discharge generated by the
proposed subdivision.
Marc R, Van line, PLS, PE

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:
Regarding: Sanitary Sewer to serve Scotch Meadows
TRANSMITTAL
Date: 8./'12/15
We are sending you: 0 Copy of letter 0 Plans L Prints 1 , 1 Shop Drawings
Other
Copies Dote
1 7/24/15
7/28/15
7/28/15
7/28/15
7/24/15 3489
7/27/15
Description
over Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
480.00 Check (Application Fee)
Stream Classification Form
These are transmitted as checked below:
For approval Q, For your use [ 1 As requested
Remarks:
Signed:
Received by:
For review and comments
Date:

Central Files: APS SWP -
8/20/2015
Permit Number WQ0037978 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.Iove
Coastal SWRuIe
Permitted Flow
12,540
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name MajorlMlnor Region
Scotch Meadows Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
8/20/2015
Scheduled
App Received Draft Initiated Issuance Public Notice issue Effective Expiration
8/14/2015 8/2012015 8/20/2015
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

RO'`r` COOPER
MICHAEL S. REGAN
Secretary
tar}
S, JAY ZIMMERMAN
Director
April 17, 2017
Ms. Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement.
Project: Scotch Meadows
Permit No. WQ0037978
Permittee: Union County Public Works
County: Union
Dear Ms. Pan,ico:
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on April 13, 2017.
Enclosed is a certification page for your records. A full. review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
p: 1 g/ e /wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
htt /,/ �ortal.ncdeciiu.or tivch
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Marc R. Van Dine, P.E., (Design Resource Group, 2459 Wilkinson Blvd., Suite 200,
Charlotte, NC 28208)
Central Files
State of North (m"arohn Environmental
)nctl Office e ° 6110 East Co
sv GEe onh Carolina ina 28115
704-663-1699

NV FAST TRACK SEWER ENGINEERING CERTIFICATION
PE0M[TTEE: Union County Public Works
PEW/TM ' VVQ0037978 ^,
PROJECT: Scotch Meadows
ISSUE DATE: August JO'lQlS ,-
This project shall not beconsidered complete nor allowed b7 lh^actordamcewith Condition 7of
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 Permhtee to
appropriate enforcement actions, The PermitLee isresponsible for tracking all partial certifications up
until afinal certification is received. A Final Certification shall be complete set ofrecord drawings and
design calculations regardless of whether partials have been submitted,
PER»mnrrEE'SICEnTF/CAJK}m
|, the undersigned agent for the Pexnbtee hereby state that this project has been constructed pursuant
tothe applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Penmittee, and the Pennittee is prepared to operate & maintain
the wastewater collection
stem permitted herein or portions thereof,
��������� ������e����
���������«���"���.��
-_, . . �
Printed Name, Title Awtj A & EA
�
ENGINEER'S CERTIFICATION
Pi/;,,as
having been authorized to observe (k4 periodically, I | weekly, Elfull time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due cure 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 NCA[02T; the
Division of Water Resources' (Division) Gravity Sewer K4imirnmnm 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,
Signature
North Carolina Professional Engineer's Seal w/signature & date:
ZI-Final F Partial (include description)
SEAL
�
036289
- -
P "P.vA ,,�
'
Certification Comments/Qualifiers (attach ifnecessary):
I.,
~
NCUVVR-VVaterOua|ityRegiona|OperationsSeckm 6lOEast Center Avenue, Suite 301, Mooresville, NC28ll5