WQ0039925_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
April 18, 2018
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
FILEy COOPER
Governor
MICHAEL S. REGAN
Secrelary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039925
Union County Public Works
Grove Manor Phase 1
Wastewater Collection System Extension Permit
Union County
In accordance with your application received April 16, 2018, we are forwarding herewith Permit No.
WQ0039925 dated April 18, 2018, to the Union County Public Works (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition I.2: In Accordance with the Revised Residential FIow Reduction Approval, dated January 26,
2018, for permitting purposes, allocations may be _permitted utilizing a flow of 285 GPD
per Iot. The number of total bedrooms shall be stated in the permit, 129 bedrooms (43 lots
* 3 bedrooms), based on the indicated average of 3-bedrooms per lot, and a modification
to the permit shall be completed prior to construction for additional bedrooms above the
specified total. The number of bedrooms installed shall be tracked by Union County Public
Works. The current total of bedrooms installed shall be submitted with each engineering
certification (partial or final) and with any permit modification application packages.
Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction 'of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office j 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right 'to
request an ad.judicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written. petition, conforming to Chapter 150E of North. Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information cancer ing this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuviaf denr..gov.
Sincerely,
aocuSigned by: L
4V11 P44,44
F161FB69A2D84A3__ for
by W. Corey Basinger, Regional Supervisor.
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Wayne Harris (P.E) (E-copy)
Mooresville Regional Office Files. (Laserfiche)
Water Resources Central Files (Laserfiche)
PERCS (Easel -fiche)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
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 2,343 linear feet of 8-inch gravity sewer, to
serve 43 lots as part of Grove Manor Phase 1 Development, and the discharge of 12,255 gallons
per day of collected wastewater into the Union County Public Works existing seweragesystem,
pursuant to the application received April 16, 2018, 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 I, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality 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 specified
conditions and limitations contained therein.
DocuSigned by:
414W 1-1 P4
for
F1 fi1 FRfi4A7nR4A3
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039925
Permit Issued: April 18, 2018
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 Twelve. Mile Creek Regional
Wastewater Treatment. Facility in accordance with Permit Number NC0085359,
Permitting of this project does not constitute an acceptanceof any part of the project that does not meet.
15A NCAC 2T, the Division's Gravity Sewer .Minimum Design Criteria adopted February 1.2., 1996, as
applicable; and the Division's, Minimum Design. Criteria for the .Fast -Track Permitting of Purnp 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
1) No flow in excess of the quantity permitted herein,. 12,255 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)1
2) In Accordance with the Revised Residential Flow Reduction Approval, dated January 26,
2018, for permitting purposes, allocations may be permitted utilizing a flow of 285 GPD per
lot, The number oftoi.al bedrooms shall be stated in the permit, 129 bedrooms (43 lots * 3
bedrooms based on the indicated avera e of 3-bedrooms 'r ot and a modification the
permit shall be completed prior to construction for additional bedrooms above the specified
total. The number of bedrooms installed shall be tracked by Union County Public Works. The
current total of bedrooms installed shall be submitted with each engineering certification
(partial or final) and with any permits modification application packages.
IL 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. [1.5A .NCAC 021.0104; G,S 143-215.1(d3)1
2. This permit shall. become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1.5A 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
ap,pheable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
Page 4 of

3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
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 Ieast once per every six months and inspections
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 § 143-215.1 C.
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.
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 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 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or :spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is .pennissible, 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 [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form CS-SSO or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control, {G.S. 143-
215.1C(a1)]
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. [1,5A NCAC 021',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 En.gineer'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 havebeen
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 Idly 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 dista.nces, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force .main, ability to fl.ushlow points in
force mains witha 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 he provided.
Page 6 of 8

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 clone through a permit modification with fee, Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through § 143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039925
PROJECT: GROVE MANOR PHASE 1
iSSUEE DATE: APRIL 18, 201.8
This project shall not he considered complete nor allowed to operate in accordance with standard.
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 to the Regional. Supervisor, Water Quality Regional Operations Section at the
address noted in the page Tooter,
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 by the Division. ,A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERyII'T`TI E'S CERT'II ICATTO
i the undersigned agent for the Peinrittec, 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 Perrnittce is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
ntcd
arne..I ttte
gnatttre Date
ENGINEER'S CERTIFICATION
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized
t gto observe (� periodically, E 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 lyesign 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`'si.gnature & date;
>Eirital 0 .Partial (include description)
Certification Co. fits/Qualifiers (attach if necessary):
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Ohnno- 17f1A1 FF1_1 F,Q4 PAY 17r6e1_,Al�_F;narl

,
SR
March Z7,2018
N[DB}Mooresville Regional Office
Water Quality Section
61OE.Center Avenue
Mooresville, N[28115
���������WIN,
Re: Grove Manor Phase 1—Sewer Extension
MESA Job No. 04J-l7-00l/N/&SS
ToWhom itMay Concern:
Please find enclosed the following items for review and approval related to installation 0fsanitary
sewer improvements for the Grove Manor Phase 1development:
* Original and one (I)copy FT404'16
* Application Fee (Uroadstreet Homes check #3O7O'$48O.0U)
• Flow Tracking/Acceptance Form FTSEO4'16
• USG6Quad Map and Area Map indicating the Grove Manor Phase 1location
The scope of work covered by this Fast Track Application is for sanitary sewer improvements within the
Grove Manor Phase 1development. This project islocated at4S13 Waxhaw`K4nrvinRoad, 0.49±miles
north of the intersection of Waxhaw-Marvin Road and Pine Oak Road, within the Town of Waxhaw. The
work to be performed is construction of approximately 2,343 If of new 8" gravity sewer mains, with 4"
service connections to senxe43 single family lots. Wastewater flow generated bvthis development is
12,255 GPD, based on43 lots with a unit flow ofZ85GPU per lot. AM proposed improvements are
designed in accordance with the requirements mfUnion County Public Works and the Gravity Sewer
Minimum Design Criteria nfNorth Carolina.
If you have any questions or need additional information, you can reach me at [phone] or via
Best regards,
Metrol|naEngineering & Surveying Associates
VVayne1N.Harris, �E.
Partner
Enclosures asnoted
VVMH/j[
MetroinmEnQneeringSurveying Associates
mC#C-11rOSC#cQ0o*6
4u00Stuart Andrew o'vd, Suite Charlotte, NC 28217 * Phone (7$w)3J4-1325 Fax ('704)3J4'15J0

Divort of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02`T'.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number
111
tcctt by DWR)
All items must be completed or the t'tiotitation will be returned
APPLICANT NFORMATION:
1, Applicant's name: Union County Public
Applicant type: .individual
LI Federal
3. Signature authority`s name: Crystal 0,Pati
Title: New Dey"eloprnent. Program Manager
4. Applicant's mailing address: 500 N. Main St Suite 50t)
City: Monroe State: NC Lip: 28112-
5. Applicant's contact information:
Phone number: [phone] Email r\ddre;ss: cal. anico unioncountyr.gov°
pang„ nut ciicipality°, BOA, utility, etc.)
ation
State Count
® General Partnership
Municipal
.E per 15 v NC.AC 0. T ,.01.06)
Privately'-0wne
❑ Other
PROJECT INFORMATION:
1. Project name: Grove Manor P1'tase
2'. Application' Project status: E] Proposed (New: Permit} I°xisti Perrnit'Project
If a modification. provide the existing permit number,. WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQO0
3. County where project is located: Union
4, Approximate Coordinates (Decimal Degrees): Latitude: 34 942`' Longitude:-80.768 '
5. Parcel .ID (if applicable): 06165O01C
(or Parcel ID to closest downstream ,sewer)
II. CONSULTANT INFORMATION:
I. Professional Engineer. Wayne M., Varies, P.F License Number: 12,585
l i.rtn: Metrolina En veering & Surveying Associates
Mailing address: 4400 Stuart Andrew Blvd, Suite 1
City: Charlotte State: NC Zip: 28217-
Phone number: [phone]
Email Address: wtltararst.lvlctroE_SA.com
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
l . I~"acility Name: Twelve Mile Creek \ w"TP
{ Drvrter Name: Union County Public Works
Permit Number: 'NC.00l,53n59
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number('s): WQ0028622 Downstream (Receiving) Sewer Sipe') incl
5vste
iop.. S ti ejrn Pc;t t WQCS
Owner Name(Union CountyPublic Works
Public Utility
FORM: PTA 04-16
Page 1 o1'5

G3:i\ERAi; REQi.''IREMENTS
1. If the Applicant is a Privately -Owned Pubhc Utty, has a Ce
If the Applicant is a Iu>evelopet
If the Applicant is a Hone Pro
❑ Yes ❑No
of lots to he sold, has a Ile\ L k per
❑ Yes No
4, Origin of wastewater: (check tell
Residential Owred
Residential 1 e i ed
O School ? preschool x` day care
D. Food and drink facilities
• Businesses / offices `" factorit
Nature of
asteva
of Public Convenience and Necessity been attached`?
N�'A
*ra ti
NA
t apply):
© Retail (stores, centers, malls)
© Retail with food preparationiservice
❑ Medical ' dental ,` veterinary facilities
❑ Church
Nursing:Horne
Domestic,`Commerc
% Commercial
c 0 Industrial ( ec 1 1 CA. 02 1 .0 I0(2201)
a Pretreatment Program m effect'?
(a. Has Clow reduction been approved under E5A JNCA_C 4) wf ..1 14i fr? („J Yes
1f Nees, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
Establishment Type (see {lam"l',dll 1 4I"
Single Family lots
p1 'w) been attached`,
been attached'?
❑ Car Wash
0 Hotel and.'or Motels
❑ Swimming Pool /Clubhouse
® Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
No
No
sign Flow n
See r' NE(A t1? 1 . )1 14LI'.1_._1 ..ie'l.l `itndl J.f2) for cap, eats to was
dwelling; proposed unknown. iron -residential development use
and residential property located south or east of the Atlantic Intracoastal
in ({S. 4 2.,\.-4),
Per 15A NCAC 02`1 ,(11 14(c), design flow rates for c ttahlishments no
determined using available flow data, water using fixtures, occupancy
•ce
ater
No. of Units
Toe
Flow
2,255 GPD
GPD
GPD
GPD
GPD
GPD
(1PD
design Ilow rates inimum flow per
'attics located near high public use areas;
ay to be used as vacation rentals as defined.
identified [in table 1b \ N!(' \_C. 1f 1'.Ul 141 ;hall he
or operation pattern, and other measured data,
Wastewater generated by project: ,l2,255 GPD (per 15.t�N( 1t t2 l .ta i i 4)
Do not include future flows. or previously permitted alloctttie ns
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where Clow will be permitted i.rt subsequent permits t
© Flow has already been allocated in Permit Number:
❑ Rehabilitati
C Other (Explain):
eplacement of existing sewer with no new Clow expected
connect to this line
FORM: Fri 04-l6
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIACR1TERtA(1fApp1kth
1„ Summarize gravity sewer to be permitted:
Size e es) Length (feet)
8
8
8
1,309
.004
30
0 4)
MDC ((!ravity Sewers):
Material
SDR-35
SDR-26
DIP
• Section II & 111 °idle MD( for Permitting of Gravity Sewers contains information related to design criteria
• Section III contains information related, to minimum slopes for gravity sewer(s)
• Oversiting lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII, PUMP STATION DESIGN CREFERIA. (If Applicable) — 0.21.,03.05 & M.DC (Pump StationsiEoree :Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or mune:
7, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head ('1 OH)
5. Summarize the force main to be permitted (for this Pump Station):
Sue (inches)
Length (feet) Material
6. Power reliability in accordance with 15A NCAC 0.2T ,0305(10(11:
Ej Standby power source or pump with automatic activation and telernet 15A NCAC 021' .0305(h)(1)(B):
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• Must be permanent to 'facility
Or lithe pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry I5A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T ..0305(h)(I)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
• lithe portablepower source or pump is dedicated to multiple pump stations, an evaluation of all the .pump stations' storage
capacities and the rotation schedule ofthe portable power source or pump, including travel timefra.mes, shall he provided
in the case of a multiple stationpower outage,
FORM: FTA 04-16 Page 3 of 5

X. SETBACKS & SEPARATIONS — (02B .0200 & iSA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 5A NCAC 021' ,0305(t)
- . NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback„Parameter* Separation Re
Storm sewers and other utilities not listed below (vertical) 24 inches
Water mains (vertical -water over sewer including in benched trenches) 1 'nches.
Water mains (horizontal) 10 feet
Reclaimed water lines (vertical reclaimedover se
Reclaimed water tines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells, WS-I waters of Class I or
ss II impounded reservoirs used as a source of drinking water
Waters classified WS (except WS-I or WS-V), B. SA, ORW, HOW, or SB from normal
high water (or tide elevation) and Wet] and s (see iiein
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
n.y building foundation
Any basement
s' ope ofembankrnent or cuts of 2 Ieto more vertical height
Drainage systems and interceptor drains
A.ny swimming pools
• Final earth grade (vertical)
/0- 15A NCAC 02T,0305 2) contains alternatives where separations in 02T,T),305A) cannot he achieved,
**Stream classifications can be identified using the Division's NC Surface' Water Classifications chpagc
• noncompliance with 02 1,(1.1t)5( tJ»r t )„. see Section X of this application
Ye 1 INo
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes No N/A
See the Division's draft separation. requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria. specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B ()No) ED Yes 0 No N/A
• This would include Trout Buffered Streams per L5.A. 'NCAC 2B4O202
4. Does die project require coverage/authorization under a 404 Nationwide or J Yes No
individual permits or 401. Water Quality Certifications?
InfOrmationcan be Obtained from the 401 & Buffer Permitting Branch
5, Does project comply with 15,A N(.AC 02-1 C.)5(0.1,) (additional permits/certifications)? Yes LJ No
Per 15A NCAC 02:11,1) 05(c)(6 directly related environmental. permits or certification applications are being prepared, have
been applied. for, or .have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, eta
6. Does this project include any sewer collection fines that are deemed. "high -priority?"
Per 15.A NC,A,C 021.0402, "high -priority sewer" means "any aerial sewer, sewer contactine. surface waters, siphon, or sewer
position.edparallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
0 Yes No DNA
If yes, include an attachment with details for each line, including type (ac ., size, in- rial„ and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIF[CATIONS:
Does the submitted system comply with 1 5,A
and 1 re (_latest s easra+,ti), ttld the G
D-
s applicable"?
If No, complete and submit the Variance.'A.ltern.ativt, Request application (v ADC 10-14) and suppo
review, Approval of the request is required prior to submittal of the Fast Track Application and
Profksstona. Engineer's Certification:
i, .m. ... ���.. __... - 04,
sional Engi
has bedit net iewed b.
engineeri:ug calculati
of my knowledge the proposed des.
Minimum Design Criteria for Gravity
of .Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have, judged it to be consistent with the proposed design.
ame from Application
g documents for
ins drtettttterrts.
appli
plete and consistent with the infc7rmation supplied in the plans, specifications,
upporting documentation to the best of my knowledge. I further attest that to the best
been prepared in accordance with the applicahl.e regulations, Gravity Sewer
ion), and the Minimum Design Criteria for the Fast -Track Permitting
NOTE -- In accordance with General Statutes 143-215,6A and 14'3-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed. S 10.000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal,
Applicant's Certification per ISA NCAC 02T
to
and date:
.x s r A4-4 , PA1►t .w_Q4 lP t �,t _ w a t.f! _.l!ct a .pt
(Signature Au honty's name & title 6rorn Application Item
hat this applica
trt for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil. penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of WaterResources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed. and that if
all required supporting information and attachments are not included, this application package will he returned to me as
incomplete.
NOTE -- In accordance with General Statutes 143 1 Ca and 141'_l ,(?B, any person who knowingly makes any false
statement, representation, or certification in any applicator package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed SIO.ffl:10 as well as civil penalties up to $25,000 per violation.
Date:
FORM: FTA 04-16
Pane 5 of 5

iiNliskm co- %.'Va,T. VI' Res cod.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
How Tracking/Acceptance for Sewer Extension Applications
(VISE 04-16)
Entity .Requesting Allocation: Union County
Project Name for which Flow is being requested: Grove Manor, Phase 1
morc than one FLS`E may be regairedfi.w a single project if the owner of the Pr P1:77" i„) not roporislble par all pump
stations along the route eildhe proposed vvasttiter flow.
1. Complete this section only if you are the owner of the wastewater treatment plz
a. WWTP Facility Name: 'le Creek
b. WWII' FacilityPermit 4: NC0085359
e. ww7rp facility's permitted flow.
d. Estimated obligated flow not yet tributary to the
c. VvrW1.1) facility's actual avg. flow
Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
.4//fimcs ore in MGD
6.0 * Does not include
3MGD diversion to 6 Mile
1.8276
3.75
0.01 23
5,5899
93.17
II. Complete this section for each pump station you are responsible for along the .170u.
proposed wastewater flow,
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
N/A
F i 111
Capacity,
M(11)
(A)
Design
Average Daily
How**
(Firm IRO,
MGD
.Approx,
Current Avg,
Daily Flow,
MGD
(C) (D)—(13+C) (E)—(A-D)
Obligated,
Not Yet "lotal Current
'Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow 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 How is the firm capacity of the pump station divided by a peaking
factor (pl) not less than 2.5.
*** A Planning Assessment Addend in shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is :< O.
Downstream 'Facility 'Name (Sew , Tweh.Te Mile Creek WWTP
Do nstream Permit Number: WQ0028622
Page .1 of 6
•FTSE 0446

III. Certification Statement:
I Crystal O. Panico 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.
4
Signi g Offi al Signature Dal
Page 2 of 6
FTSE 04-16

Grove Manor Phase 1
March 26, 2018
1:9, 32 7
0 0,075 0,15
0,3 mi
0 0,125 0,25
005 km
Sources Esr1 HERE, Garrnin, USGS, Intennap, INCITEMENT i?
NRCan, Esri Japan, MET!, Esri CTirla (Hang Knnql, Esri Korea,
Esh (ThrAllarJ), NGCC, 9penStIeelMap enraributrs, arc] the
GIS User CvnrnurTMty

Grove Manor Subdivision USCG Quad Map
TOWN OF WAXHAW, NC
ROAD CLhSSIFICA TOC3N
L¢7ka1 £lam
W VIVO
Rowe
SCALE 1;24 000
CONTOUR INTERVAL 10 MET
NORTH AMERICAN V€RTICAL DATUM Of 988
CATAW A NE, SC -NC
2014

Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T, 704-296-4210
www.unioncountync.gov
Transmitta
NC Department of 'Environmental Quality
Division of Water Resources -° Mooresville Regional Office
610 Fast Center Avenue
Mooresville, N.C. 28115
Allen
Regarding: Sanitary
We are sending you.
Copies
e
e Manor, Phase 1
Copy of letter
Plans
Date: April '12i 2018
Date
3/211 8 Cover Letter
4/9/18 I Fast Track Appltc ation
4f91°18 :Copy of Fast Track Application
SGS Topo Map
`street t_evei Map
4/9/18 Flaw Tracking Forin
3127119 307t? ; 548(}.6ta Check (A1'upl cation Fee)
These are transr ritted and checked below:
For approval
Rem arks;
Signed.
Received hy.
For your
Luse
As requested
Prints
Shop Drawings
Description
Peter W. Brown
Date.
Fms: Other
For review and comment

FAS1 TRACK SEWER ENGINEERING CERTIFICAIION
PERMITIEE: UNION C.01„..INTY PUBLIC WORKS
P E #: WOO 03 992 5
PROjECT: GROVE IMANOR PHAS
ISSUE DA-IE: APRIL 18, 20 I 8
This project shall not be considered complete nor allowed to operate ill accordance with standard
Condition '7 of this perinii until the 17)ivision bas received this Certification and ',111 required supporting
(locurnentutitio, if should be submitted in a manner that documents the Division's receipt, Send the
required flocutnentation to the Regional Supervisor, Water ctutliny Regional Operations Section at nib
address noted in the page footed
Any wastewater Plow made: nib -diary ble wastewater •collection system extension prior to COMpleth)11
Of thiS CerOfiCtitiOn $1].all be considered a 11Iof the permit find shall sidijeet the Perrnittec
appropriate en forcemern actions, The Perinittiec urespoasible for tracking all partial certifications up
i.11.1ti a final cenification is received by the Division. A Fireil Certification shrill be a ci,iymplete set of
recorid drawings and desitatin calculations regardless of whether partials have been submitted.
PERNEITTEE'S (.:E1 111 ICAT
the undersigned agent For rhe Ptirmineci hereby state that this project has been, •constructed pursuant to
due applicable standards & requirements, the Professional Engineer below has provided
desigulconstruetion Mfarinatien to the Pormittee, and the Permithee is prqthied to operate & maintain the
stewater col1ecss,ys tem j5rc ilo ep portions
• Ca C
'inched Name, :le
ENGINEEr's CERT
fi duly registered Professidii al Engineer the Stiate of Narth Carolina,
havig: been sutlioriz•ed to observe1 periodically, weekly, ri full o) the construction of the
project name atid location as ritifereftee(1 abOYe far the above Pennittee hereby stine that, to the best of any
abilities,. due care and diligence was used in the obstruct:it:ion of the construction such Lhit the •cons traction
was observed to be built within substanbal compliance. of this permit; 1 NC AC 021; the Division elf
Winter Resources,' (Division') Gravity Sewer Minimum Design Criteria adopted, February 12„ 1996,, as
applicable" the Division's .:1/4ti1inimun1 Criteris far the Fast -Track Permitting of Pump Stations aid
Fore -e mains Eigiopted June 1 2000, as upplictible; ,and other supporting Matetials,
North Carolina Professitmal Engineer's Setii es/signature
artial (Melo& description)
42Vtifi)Veii,;2 ,41/1Afe'4
Certification Comments/Qualifiers (Arad
/Iry 49- LF
eco.sary):
1.711 tRil
SCs‘`'i
0
CI, SEA
NC D'A'R -- Water 0uo:4w 'Regional 03690Peons Section 610 East Ce.nter Avenue, Solt e 301, Mooresiettle, NC 28115
Mooresv:tle Relinooal Office Phone: (704) 663:1699 .FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
FireP)VEIC,0,s'ogroovvR
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039925
PROJECT: GROVE MANOR PFLASE
ISSUE DATE: APRII 1.8, 201
b 20$0
viiQROS,
MOORESVii„LE REGIONAL oroce
This project shall. not be :,:ons.red complete nor allowed to operate. in accordance with standard
Condition 7 of permit until the Division has received this Certification and Cii! revired supporting
nit it ,should subitted in a manner that t-ioctitnents. the Division's receipt„Send the
required docultrentation. to the Regional Superor, Water OwalityRconal Operations Section at the
i:ci.dresti noted in the page footer,
Any wastewater flow made trib.utary to the wastewater collection system extension prior to completion
or this Certification shall be considered a violation or the permit and shall subject (he Permittee to
appropriite. eafbrcement actions, The Pemtlittee is responsible for tracking all partial certifications up
until a final certification is reCeiVed by the Division, A Final Certification shall be a complete set of
record drawings anddesign calculations ret,..tirdlests of hether partials have been submitted,
PERWTTEE'S CERTIFIC,:VTION
I, the undersizned agent for the PL‘rTnitte, hereby state that this project has Jeen constructed pursuant to
the applicabli.i: standards & requirements, the Professional Engineer below has provided applicable
de si gniconstruction intbrmation to the Penni:tree.. st id the Perinittee is prepared to operate & .maintain the
stewater collection SySEem ,ermitted here' ,t1rtionsth
1:tinted t:w 1Ie
An-
g.nature
ENGINEER'S CERTIFI,cATION
• ciai y registered Protonal Enotineer in the S rate of Nerth Carolina,
having been authorized to observe C. t periodically, Li weekly, 2 fun time) the construction of the
project name ari.d locationas referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence w-as used in the observation of7 the construction 3uch that the construction
was observed to be built within suh,stantial compliance of this permit; 15,A NCAC 02T, the Division of
Water R.esources. (1)1vistor0 Gravity Sewer Minim.um Design Criteria. adopted February 12, 1996,
applicable; the Division's Minimum Ir.7..)esinCr ri r the Fitst-Track 'Permitting of Pump Stations and
Force Mains adopted lune I, .2000, a, applicable; and other supporting materids.
North Carolina Pro(e.ssional En nor Seal wisignatare & date:
Final 0 Partial (include description)
Certification CommentsiQualif
ers tattaeh if
C A F?
s/
o..
'a
NC OWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, MooresviHe, NC 28115
Mooresville Regional Office Phone [phone] FAX [phone]