WQ0037829_Regional Office Historical File Pre 2018

`
Pat McCrory
Governor
North Carolina Department n{Environment andNah+oJ Resources
June 9,JU1S
Mr. Charles P.Cy[ain,Development Program Manager
Union County Public Works
SO0N.Main Street, Suite 50O
Monroe, N[Z8122
Subject: Permit No, WQO03782A
Union Grove
Wastewater Collection System Extension Permit
Union County
Dear Mr. O'Cain:
Donald R, van der Vaart
Secretary
In accordance with your application received May I8 2015, we are forwarding herew�ith Permit No.
VVC}0037829 dated June 9, 2015, to Union County Public Works (Permi1±ee) for the construction and
operation upon, certification of the subject wastewater collection system exten5ion, This permit shall be
effective from the date nfissuance until rescinded and shall besubject tothe conditions and limitations,
as specified therein. This cover letter shall be considered o part of this permit and in therefore
incorporated therein byreference,
Please pay particular attention to the following conditions contained within this permit:
[onditionU.L. This permit shall not be automatically transferable; a request must be made and
approved.
Condition N.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 tothe PermnlUec.
It shall be the responsibility of the 9emm|ttee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure tocomply may result inpenalties maccordance with North
Carolina General Statute §143'215.04tbrnu0h §143'2I5.6C, construction of additional or nepksmarnert
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 written petition, conforming to Chapter 1500 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N[27693-6714. Unless such demands are made, this permit shall befinal and binding.
Mooresville Regional Office
01DEast Center Avenue, Suite 3Ol'Mooresville, mC281xG
Phone: 784'§G3-1G99\Fax 7o4-G63-6O40\Customer Service 1-877'623-6748
|nte,nevwwwnxvva,e,ouaUtv.org
An Equal Opportunity \ Affirmative Action Employer - Made in part by recycled paper

Union County PbbhdWorks
Permit No. WQ0037829
if you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry,[e-mail].
for S.Jay Zimmerman, Director
Division nfWater Resources, NCUENR
bvMichael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division mfWater Resources, NCDENR
cc: Brian 0.Smhh P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
Page 2 of 8

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 9,092 linear feet of 8-inch gravity sewer to serve
205 single family homes and a 167 person amenity as part of the Union Grove project, and the discharge
of 63,995 gallons per day of collected domestic wastewater into the Union County Public Works existing
sewerage system, pursuant to the application received May 28, 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
s ified conditions and limitations contjd therein.
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037829
Permit Issued: June 9, 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 Crooked
Creek Wastewater Treatment Plant in accordance with Permit Number NC0069841.
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, 63,995 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)]
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 NCAC 02T.0104; G.S 143-215.1(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. [15A 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. [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

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 (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.
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, line blockage or breakage, etc.; or
b. Any'SSO and/or spill over 1,000 gallons; or
c Any SS0 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
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 (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 SS0 was beyond control. [G.S. 143-
215.1C(a1)1
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
to the surface waters of the State. (15A NCAC 02T.0108(b)]
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:
a. 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.
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 low 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 ail 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)1
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 SE
ER ENGINEERING CERTIF
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ©d37829
Union Grove
June 9, 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 flaw 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
I, 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 Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En rneer in the State of North Carolina,
having been authorized to observe (0 periodically, El weekly, full 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 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 Seal w/signature & date:
Q Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR
uality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28
l-,,,,, r-,n rn,,,

LISE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
_._._on County -- _._..._.
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Charles P. ©'Cain, PE, Development Program Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (bpi for authorized signing officials
lc. The legal entity who will own this system is;
El Individual Federal 0 Municipality ® State/County '® Private Partnership El Corporation © Other (specify).
0 ld, 500 North Main Street, Suite 500
z
0
Mailing Address
State
1 h. 704-296-4244
Telephone
2 Project (Facility) Information:.
2a. Union Grove
Brief Project Name (permit will refer to this name
Contact Person:
Charles P O'Cain
Name and Affiliation of Someone Who Can Answer
704-296-4232
Facsimile
3b, 704-296-4244
Phone Number
1 Project is ® New 0 Modification (of an existing permit
Owner is
Public (skip to item B(3))
Application Number:
(to be completed by DWR)
le. Monroe
City
lg. 28112
Zip Code
acain
E-ma
co,union.nc,uss
MOORE;VILLE REGIONAL OFF
REC IVEDA1CDE H,D
2b. Union
County Where Project is Located
About. this Application
OcainRcn.union,nc.us
E-mail
odification, Permit No.:
0 Private (go to Item 2(a))
If private, applicant will be:
0 Retaining Ownership (Le. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc, - skip to Item B(3))
Q Selling units (lots, townhomes, etc. - go to Item B(2b))
2b, If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
rj Homeowner Assoc./Developer (Instruction E)
3 Union County _
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.Crooked Creek Wastewater Treatment Plant 4b. NC 0069841
Name of WWTF WWTF Permit No,
Union County LSb 8" Gravity 5c. WO 0006161 _
Owner of Downstream Sewer iReceiving Sewer Size [11 Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
❑ Office
Permit # of Downstream Sewer (Instruction F)
0 Retail (Stores, shopping centers)
Institution
0 Hospital
0 Church
Nursing Home
[] Other (specify):
Volume of wastewater to be allocated or permitted for this particular project
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100% Domestic/Commercial
% Industrial
(Attach Description
995
% Other
(Attach Descriotion)
gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
ETA 10-14 APPLICATION Page 4 of 6

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) 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),
Single Family Homes: (95 gpd/bedroom) x (3 bedrooms/home) x (205 homes) = 58,425 gpd
Amenity: (10 gpd/person) x (167 persons) + (325 gpd/plumbing fixture) x (12 fixtures) = 5,570 gpd
Total. 58,425 gpd + 5,570 gpd = 63,995 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
9,092
New Gravity or Additional
Force Main
New gravity
1. Summary of Pump Stations wf associated Force Mains to be Permitted (attach additional sheets as necess
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
z
0
Longitude:.
Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID:
Longitude: Latitude:
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
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?
Li Yes No If Yes, permit number of 2"tl treatment facility
(RO — if "yes' to 8,12 please contact the Central Office PERCS Unit)
y comply p ins
3. Does the sewer system com I with the Minimum Design Criteria for Pe I�nq ofPump Stations and Force
(latest version), the Gravity SewerMinimurn Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design 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 APPLJCA' TON
of 6

' 14, Have the fallowing permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 40l Certification? ❑ Yes 0 No [E N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ NIA
Trout Buffer Waiver? ❑ Yes ❑ No 0 N/A
Stormwater? ® Yes ❑ No ❑ NJA
Does this project include any high priority lines (15A NCAC 02f_„04 2)) involve aerial Pines, 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:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
It Charles P. O'Cain,, attest that this application for Union Grove has been reviewed by me and is accurate and
cornplete to the best of my knowledge, l understand that if all required parts of this application are not completed and that
if all required supporting documentation and attachments are not included, this application package is subject to being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215,6A and 143-27568, any
person who knowingly makes any false statement, representation, or certification in any application shalt be guilty of a
Class 2 misdemeanor which may include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation
z f�
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 Engineers Certification; (Signature of Design Engineer and Project Name)
1, Brian D, Smith ,attest that this application for Union Grove 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. t 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 Mininrunr 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 t have
reviewed this material and have judged it to be consistent with the proposed design, Note: In accordance with NC
General Statutes 1 .-275.6A and 143-275�58, 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. Brian D. Smith
Professional Engineer Name
2b. Urban Desic nPartnners, PLLC
Engineering Firm
2c. 1318 Central Avenue, Suite E6
Mailing Address
2d, Charlotte
City
2g, 704-334-3303
Telephone
2h. 704-334-3305
Facsimile
2e. NC 2f. 28205
State Zip
21. brianmurbandesjgnpartners.com
E-mail
NC PE Seat, Si
P gg
A
FTA 10-14 APP
Page 6 of

May 14, 2015
Address Points
Parcel Hooks
Parcel Easements
Parcels
Highways
Roads
Union Grove Street Map
1:8, 841
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0,4 km
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Department of Environ
State of North Carolina
nt and Natural Resources
ision of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(VISE 08-13)
et Applicant Narne Union County
.ct Name for which flow is being requested: Union Grove
More than one FTSE may he required for x single protect r the owner r?f this PP l°PTP is not rest' onsihle for all pump
stations along the route of the proposed wastewater flow,
1. Complete this section only if you are the owner of the wa
a. WWTP Facility Nance: Crooked Creek
nt plant.
b. WWTP Facility Permit ,#: NC0069841
c. WWTP facility's permitted flo
All flo s are in GD
1.9()
d. Estimated obligated Clow not yet tributary to the WWTP 0.3738
e. 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
1.20
0.0640
1.6378
86.20
Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
t pump stations located between the project connection point and tlae WW3"P:
(A) (B) (C)
Design Obligated,
(D)=(B+'C) (F)=(AA-D)
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Narn.e or Capacity,* (Firm II p1), Daily Flow, Daily Flow, Obligated. .Available
Number) MG[) MGD MGD MGD Flow Capacity***
1'he Firm Capacity of any pump station is defined as the maximum pu
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump stati
factor (pi) not less than Z.S.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity
ped
ow that
divided by a peaking
geto

Certification Statement:
l Charles P. ;)'Cain certify to the hest ofmy 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 and 11
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Date
Page 2

I.
ti
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 of%3
FTSE 08-13

UNION GROVE RECEIVEDINCDENRIDWR
FAST -TRACK APPLICATION MO 2, 8 Z015
COVER LETTER
UDP PROJECT No: 14-049
APPLICANT
AVII Carolinas, LTC.
Bill Kiselick
9115 Harris Corners Parkway
Suite 210
Charlotte, INC 28269
704-602-5144
WOROS
MOORESVILLE REGIONAL OFFICE
ENGINEER
Urban Desig.n Partners
Brian D. Smith, p.E.
1318-436 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (t\)
PROJECT LOCATION
Unionville -Indian Trail Road, Indian Trail, NC 28079
The site is located approximately 1,324-feet northwest of the intersection of Faith Church.
Road & Unionville -Indian 'Trail Road.
PROJECT DESCRIPTION
AVH Carolinas, FIX. is constructing a single family neighborhood on the 68-acre site.
The neighborhood Will have 205 lots. All lots will he served by public sanitary sewer
mains that connect to an existing sewer manhole along Unionville -Indian Trail Road.
This project includes the installation of 9,092-linear feet: of 8-inch PVC sanitary sewer
line, The new 8-inch sewer main alonglinionvil le -Indian Trail Road will tie into an
existing sanitary sewer manhole that is located between Parkland Drive and Fairington
Drive (manhole #3 5 , permit 4, WQ0006161 dated 3/12/92). There is an existing 15-foot
sanitary sewer easement from the manhole to the right-of-way long Union.ville-Indian
Trail Road. See the attached utility plans.

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 Union Grove subdivision
We are sending you: D Copy of letter ^] Plans E Prints fl Shop Drawings
Other
TRANSMITTAL
IA V A
WOROS
E REGU)NAL. C}FFIC,:.
Copies Date I No. Description
Cover Letter
Fast Track Application
Copy of Fast. Track Application
Flow Tracking Form
4886 $480.00 Check (Application Fee
These are transmitted as checked below:
Date: 5/27/15
For approval D For your use As requested n For review and comments
Remarks:
Signed:
Received by:
Date

•
Central Files: APS _ SWP
6/9/2015
Permit Number' WQ0037829 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 SWRule
Permitted Flow
63,995
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name MaJorlMinor Region
Union Grove Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name Owner Type
Union County Govemment - County
Owner Affiliation
Cindy Coto
DateslEvents
500 N Main St
Monroe
NC 28112
Orig Issue
61912015
App Received Draft Initiated
512812015
Scheduled
Issuance Public Notice Issue Effective
6/9/2015 6/9/2015
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfal l
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

I
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEERING CERTIFICATION
Union County Public Works
WQ0037829
Union Grove
June 9, 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
I, 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.
Crystal Panico,
Development Program Manager a,t,p • s IUD
Printed Name, Title Ignature Date
ENGINEER'S CERTIFICATION
Brian Smith , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑X periodically, n weekly,] full 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 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 Seal w/signature & date:
❑ Final ❑X Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Lot #s: 1-23, 57-66, 129-146, 194-205
Manhole #s: 100-109, 120-123, 180-181, 190-194, 200-201
11,1411111$,,,`
0. %•'' CARD
OQ' F ssro �i
f N D D. , S
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

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
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Engineer's Certification for Union Grove
We are sending you: 0 Copy of letter ] Plans E Paints 0 Shop Drawings
Z Other
TRANSMITTAL
MO RESk
NAL OFFICE.
8/1/16
7/15/16
No, Description
Record Drawings
Engineer's Certification for Sewer (Permit # WQ0037829)
Date: 8/8/16
These are transrrritted as checked below.
0 For approval For your use — As requested For review and comments
Remarks:
Signed:
Received by:
Date:

`Tuvia, Ori A
From:
Sent:
To:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Hey Ori,
Lauren Thomas <[e-mail]>
Wednesday, April 11, 2018 1:1.9 PM
Tuvia, Ori A
[External] Union Grove
2018,04,11 Union Grove Rev 34 Final Asbuiltpdf
Follow up
Flagged
I just left you a voicemail, but since we resolved the issue, I figured I would just go ahead and send you the information.
The surveyor went back in the field and checked the inverts at sewer manholes #191, 192, 154 & 155. There was an error
on the original survey, and per the updated survey information the pipes in question exceed the minimum slope of 0,4%
The revisions can be seen on sheets C-5.3, C-5.6 and C-5.11. Let me know if you have any questions or comments.
Thank you,
Lauren Thomas, El.
laurepurbandesignpartnersacom
Urban Design Partners
1318-e6 Central Ave,
Charlotte, NC 28205
P: 704-334-3303 ext_105
F. 704-334-3305
www.urbandesign partners.com
From: Lauren Thomas
Sent: Wednesday, April 04, 2018 4:24 PM
To: [e-mail]
Subject: Union Grove
Hey Ori,
I got your voicemail from yesterday°sorry l haven't had a chance to call you back, We are still working with the surveyor
to get the updated information in the field. I
Thank you,
Lauren Thomas, E.I.
lauren(a urbandesucgnpartner
Urban Design Partners
1318-e6 Central Ave.
Charlotte, NC 28205
P: 704-334-3303 ext,105
F:704-334-33©5
wwwurbandesignpartners.com
get back to you as soon as we get an answer.

Water Resources
ENVIRONMENTAL. QUALITY
October 23 2017
Crystal .Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Partail Engineering. Certification Acknowledgement
Union Grove
Permit No. WQ0037829
Permi.tee: Union Counv Public Works
County: Union
Dear Ms. Panico:
;._ ROY COOPER
Governor
AEA, S. REGAN
s°errerm,
5, JAY ZIMMERMAN
Uire( r r
The Division of Water Resource's Mooresville Regional Office received the partial engineering
certification with record drawings for the subject sewer extension project on 10/16/2017. 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
rtal.ncdenr.t r /vveblwq/swp/ps/cs noe from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
<ri,tuvjia.. iincdenr.gov.
cc: Brian Smith P.E. (E-copy)
Central Files
MRO
Sincerely,
Ori. Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DFQ
State of North Carolina

Pr FAST TRACK SEWER ENGINEERING CERTIFICATION
. PERKVOTEE, Union County Public Works
PERMIT #: VV[00]7829
PROJECT: Union Grove
ISSUE DATE: June 9.2O15
This project shall not beconsidered complete nor allowed tooperate in accordance with Condition 7of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that docunnent; the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section atthe 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 Pprnnittee 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 ofwhether partials have been submitted.
9snnn|TTsE'S[cRnF|C*TOw
|, the undersigned agent for the Pconittce'hereby state that this project has been constructed pursuant
10the applicable standards & requirements, the Professional Engineer below has provided appUmh|c
design/construction information tothe Per,nittee' and the Permiueels prepared tooperate & maintain
the wastewater collection system permitted herein orportions thereof.
_pevelopment Program Manager 14;
Printed Name, Title nature I Yate
Crystal Panico,
ENGINEER'S CERTIFICATION
|, Brian Smith ^ as duly registered Professional E' oerin the State ofNm�hCanoUn�
having been authorized to observe(�� periodically,
�l weekly, -- full 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 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 N[A[OZT; 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 l'ZQU0asapplicable; and other supporting materials,
North Carolina Professional Enginee/sSeal w/signaturc&date:
� Final
P
ial
include description
Certification Comments/Qualifiers (attach if necessarV):
Lot #s: 147-193
Manhole #S: 195-198,211-217
NCDVvn—VVanrQua}ityRegiona|DpemtinnsSecdon 610Fast Center Avenue, Suite ]Oz'Mooresville, nC2*115
Mooresville Regional off ice, Phone: (704)66]'1699 FAX:(704)'63}+604O

Water Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 10/23/2017
Project Name: Union Grove 1 (Partial) (1764 If of 8in gravity)
WQ#: WQ0037829
1) As -built has been signed, sealed, and dated by an N.C. PE E Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes ❑ No 0 N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). El Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). n Yes n No ® N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
❑ Applicant must submit TWO copies of the plans, specifications, and calculations
D Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built Iength within 10% of the fast track applied Length?
(I Original length of pipe — As built length I / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina I Environmental Quality j Water Resources Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

MICHAI L. S. REGAN
See ta7
Water urces LtNDA CUL_PEPPER
6NVIR©NM'NTAL QUALITY
tnte^run Ulrector
April 11, 2018
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Union Grove
Permit No, WQ0037829
Peranitee: Union Couny Public Works
County: Union
Dear Ms. Panico:
The Division of Water Resottree Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 4l1.1/2018. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
he 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 ofth,e 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
the permit is not automatically transferable..Form PNOCF can be downloaded from
_portal n denr.c g, b. ws s�wpps s,'pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact On Tuvia at (704) 235-21.90, or at
c ri.tuvia4.6 cdenr.gov,
Sincerely,
Uri Tuvia, Environmental Engineer
Mooresville ,Regional Office
Division of Water Resources, DEQ
cc: Brian Smith, PE (-Copy)
Central Files
MRO

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT #: WQ0037829
PROJECT: Union Grove
ISSUE DATE: June 9, 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,
PERM!TTEE'S CERTIFICATION
1, the undersigned agent fcrr the Pe tee, 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 in or porous thereof,
Crystal Panic;,
Development Program Manager
Printed Name, Title Sig
ENGINEER'S CERTIFICATION
Brian Smith , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (,1 periodically, weekly, full 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 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 Seal w/signature & date:
rxi Final
Parti,
include description)
Certification Comments/Qualifiers (attach if necessary):
trio t,
GAR
Sa14,
D.
©2J4.I8
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
NALtiin1 11`"'.
Mooresville Regional Office
Phone: [phone] FAX: [phone]