WQ0039142_Complete File - Historical_20171231

Water Resources
Environmental Quality
April 7, 2017
Crystal O. Panico, New Development Program Manager
Union County Public Works
500 North Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
F LE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039142
Union County Public Works
The Ridge at Wesley Chapel
Wastewater Collection System Extension Permit
Union County
In accordance with your application received April 6, 2017, we are forwarding herewith Permit No.
WQ0039142 dated April 7, 2017, to Union County Public Works (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 1SA NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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.
"--NothMg Comparesy--.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

Uyou need additional information concerning this matter, please contact Barry Love mt(710)235'Z143
or via e-mail at [e-mail].
bvW.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDE[l
cc: John H.Ross, P.E. )
Regional Office Files
Water Resources Central Files
2

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
Union County Public Works
Union County
for the construction and operation of approximately 3,508 linear feet of 8-inch gravity sewer as part of
the The Ridge at Wesley Chapel project, and the discharge of 18,600 gallons per day of collected domestic
wastewater into the Union County existing sewerage system, pursuant to the application received April
6, 2017 , 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 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.
4
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039142
Permit Issued: April 7, 2017
3

SUPPLEMENT �������� ����� ������
.���" " u.u.o�mu.o� o � �� PERMIT o ~°���o~v" SHEET
o
Union
County Public
Works is hereby authorized to:
Construct, and then operate upon, certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Union County Twelve Mile Creek
Wastewater Treatment Plant in accordance with Permit Number NCO085359,
Permitting of this project does not constitute mnacceptance of any part of the project that does not meet
ISA NCACI[ 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, 2OOO,aoapplicable, 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.
k SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 18,600 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))
11. 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 Permi1tee, a formal permit requeot'shaUbe
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials axmay beappropriate. The approval ofthis request shall beconsidered onits
merits and may nrmay not bmapproved. [15ANCA[O2T,U184; G.5143'215.1(d3))
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February12, 1996, as applicable; the Division's Minimum Design Criteria for
theFast'TrackPermittinBofPump3tadoosandFsueK4ainsadopted]uneI,300U,axapp|icab|o;mnd
other supporting materials unless specifically mentioned herein. [15A NCA[Q2T.011U]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [l5ANC4[O2T.O11O]
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 0CAC 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'sliall 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:

a. Any process unit failure, due toknown e+-�4nkmuwnreasons, that renders the facility incapable
of adequate wastewater transport, such as nmechamica| or electrical failures of pumps, line
blockage orbreakage, etc;or
b. Any 65Oand/or spill over 1,000 gallons; or
c. Any $3Oand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also bereported to
the Division of Emergency Management at telephone number (8OO)858'O36Q or (9I9) 7]3-]300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-6S(} (or the most current Division approved form) within five days following first
knowledge nfthe occurrence, This report must outline the actions taken orproposed tobetaken tn
ensure that the problem does not recur. Part UofForm [S-SSO(or the most current Division approved
form) can also be completed to show that the SSOwas beyond control, [G.S. 143'2I5.1[(al)l
6. Construction ofthe gravity sewers, pump stations, and force mains shall bescheduled so as not to
interrupt service bvthe existing utilities nor result inanoverflow orbypass discharge nfwastewater
tothe, surface waters ofthe State, [15AN[ACO2T.0108/b\]
7. Upon completion ofconstruction and phn, to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tothe address provided onthe form, Acomplete certification isone where the form is
fully executed and the supporting documents are provided asapplicable. 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 Pernoittee to
appropriate enforcement actions,
If the permit is issued tomprivate entity with anOperational Agreement, then ecopy 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 theform is fully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan @ profile views of sewer lines &force
mains) ofthe wastewater collection system extension. Final record drawings should beclear un
the plans or on digital media ([D or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush |ouv points in
force mains with a pump cycle, and downstream sewer capacity analysis, if portable power
source mrpump isdedicated tumultiple stations, anevaluation nfall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
t|mnefrarnes, shall be provided,
6

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. 115A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification..[ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERPN|T#:
PROJECT:
ISSUE DATE:
Union County Public Works
VV[V]03914I
The Ridge atWesley Chapel
April 7,2O17
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 besubmitted inamanner 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 Pennittee to
appropriate enforcement actions. The Permi1tee is responsible for tracking all partial certifications up
until final certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMnHE"'SCERTFICAT|Ow
1, 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 o,portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
/, , as d registered Professional E rim the State ofNo�hCarolina,
having been authorized to observe (�— periodically, F— weekly, l full time) the construction of the
project name and location as referenced above for the above Penni1Uee 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 K8ininnunx 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 1,200O asapplicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signatwre&date:
Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State mNorth Carolina |euwo="e"wQuality /*azerResources |wxm Quality Regional Operations

it t of No h Carolina
DepartrtDc.nt of Frr it tirrrrDcrrtrrl Quality
Division of N ater Resources
03t111 FA``1 —RACK SF ER S `1'I:M EXTENSION APPLICATION
FIFA 04 16 & ' ]t LPt' R 1 I\(; IM)t I \1l 'I`rt'I IO\
City -
Phone ratnnher:
II. PRO,11•,Q'1 I\I'OI2\ItIt()\:
}•. Project name: The Ridire at W
?. 1pplieatscn.xPrrrpeet status:
if ur srtrYdfcatio
wide. the ex
he application ir°il
Fa ty, n itnicipality, I it
l �Y r'pr t"at EQtlt C_'rc
t<al
flay, de.)
O2I .o vat)
issued date.:
I f new c nstrueric rt Ma part of a MaSter luau, [u"ov de the existing perm
('runty where re p eet is 1 i Kate is [ ru fl
4. Approximate (.17oorJinates (I"fe
'i. Pareel If) (if applicable): 96t)241)11.M 1
(or Pared I1) to closest downstream sewer)
\ti1'I. °`1`,t;\'I° INFORMATION:
I. Professional 1
rtri!
Phone number: (7G.) )h ?;
'REA F'~"1F\ 1 FACILITY t'W
352)9
Tither: 1,4959
Permit Number:
by DWI -If
\G DOWNSTREAM SEWER INFORMATION (ifdifferent Chart ry VT j:
Sewer ,;ire: 1 itrei't
\urnher(s I:. 4i QQS.iSi 1 .326
ber(s)
``Preleet
FORM: 01.". (14-16

GENERAL RE
plit°rn
1 Residential Owned
Resid.entia➢ Leased
Elj School preschool
ei Public Utility.,has 'a t"ert'iticette ds) Ptal:ali
Li Yes i lNo
tca he sd J. ha., i }))e4°eloper's () erfationap As r ement (}OR: QE\t) beer aitache.d
Ll Yes L.I'NI LNIA
Own ts" Associat_ipn h 1,Ln 0'. t Stt(?tl
L J 1' es L 1 N d, .°
6, (laa a flo ra» reduction }saetn ataprt y»ed. ui d
( es prrav'de a copy of flov redo
Sumniari c genera d by prr:r»V
lid:Mouse
a Sce. 5A NCA(' 07i
d� chin prtrposec
areas:, .mJ residential
;s defined in
O2T.O 14(q)
hr Per I51 fit;;.=i4' 02 ,Ol 14(e:),
be deterrrnittes:& tasirit:' etyaitaf le
it ;.Vater gen+:�
Do not lucks
arniittea:t flow
sctrnp Station or Gray
:(1 h' pru,➢eet..(
l'fatttre. flaws or prey
NCAC 42T .Q n l4(f) [] Yes L i ". o
rt aptar�➢tatt !rites°
dent]
Flow
n.t
t it c at»ti<tts tt) °ass ewater
)pment alcces I4ac.a
s ntit idetstifled
4)
of Unit
ti been attached?
Flow
subsedluent ranks that coon-ct to this line
1 lc v° lrta ad tad% been allocated in ;Permit yUI1Ihar:... _.
[� Rehabilitation or replacement ol°existing sewer with no new flow .expected
L Other (l tnlalatl:
4l shall
.POR\f: F`I,\ 04-16

VIE GRAVITY SEWER DESIGN CRITERIA. (If Applicable) - 0 T.0305 & MDC(GravitySewers):
L Summarize 4ravit) sewer to he permitted:
1
Size (inches) Length (feet) Material
3,30S PVC& 011'
1
Section 11 ,,t(.111 of the MDC for Perrnitting of Gravity Sewers contains informatior
Section 1 1contains inf6rmation related to minimum slopes for grirtvity sewerts)
Oversizing lines to meet ni in im nal slope requirement is not allowed and a viola
-elated
. esigu criteria
PliMP STATION 1)ESIII1iN CRITERIA (If Applicable) 02T & MD( (Pump ,Stations/ForceMains
comi,LETE FOR CACTI STATION INC:LEM:D1N runs PRoJEcr
1 Pump station number cg name: _
2. Approximate Coordinates (Decimal Degrees): Latitude: _ 1„„ongi1ude: ,
„S.. Design flow of the pinup station: millions gallons per day (firm capacity)
4. Operational plans) ul the paimpist gallons per minute at 'feet total dynamic head CID...
5, Summarize the force main to he permitted (for this Pump Station):
SIIC (inches) Length (feet) Material
11
6. Power reliability in accordance with 15A iN(11AC 02T .0305.11i1I1
[1 Stanch)), posvcr sourec or pump with automatic activfttion and telemetry - NC,AC 021 A11,05(h1t 1 a
1*- Required for ail purnp stations with an average daily flow greater than or equal to 15,000 gollons per day
Must be perinzment to facility
Or ir the pump station has an average laily flow less than 1,5_000 gidlons per day;
Li Portable pokver source with manual activation, quick -connection receptacle and telemetry - 15A NC,AC 02i
,0305(11)1 TUC')
I] Portable pumping unit with plugged ,emergency pump cotinection and telemetry - 15A NCAC. 02T (130(1t0 1)(C):
It shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with. the station,
If the portable power 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 timeframes, shall be
provided in the case of a multiple station power outage,
1 OR1,1; 1 1A 04- 16 Pane 3 of s

X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A ,NCAC 02T ,0105"1
• 15A NCAC 02T.0305(f) contains minimum seJarations that shall be provided for sewer systems:
Setback Parameler* „,e ,aration Required
z Yc EI No
Storm se 'cis and other utilities not listed below (vertical)
rt al
irtical-water ove,r sewer including in benched trenches)
Water mains
Rcclauned waterI nes
) ontal)
ed water 11ne — 'vertical - reclaimed over s,ewer)
(1 zontal - reclaimed over ccr)
*Any private or public water supply source, including .ny wells, WS-1 waters or class 1 or
la.ss11iinpotmded reservoirs used as a source of drinking water
100 feet
24 inches
8 incites
10 feet
18 inches
2 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ()RW, HQW, or Sli from normai
high water (or tide elevation) land wetlands (see item IX 2) 50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
base :•1
'kj of embankment or cuts of 2 feet or more
• ainaiie 5 stems and itcicentordrains
An 5W1flIIflifl oo1s
I1flLd earth ara
le vertical)
Bic
I5A NCAC 02"1',0305t et contains alternatives where separations in 0rr.0305(1) cannot he achieved.
• **Stream classifications can be identified using the Division's NC Surfire Water assiticationswelza,re
• If noncompliance with 02T.0305(f) or Lgh see Section X of this application
2, Does the project comply with ,separation requirements for wetlands? (50 feet of separation)
• 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 consul_
• As built documents should reference the location of arcas effected
3 Does the project comply with all setbacks found in the river basin rules per 15A, NCA ", 0213 :0200?
fr This would include Trout Buffered Streams per I 5ANCAC, 13 0202
Z Yes No
z YeN
4„ Does the project comply with an individual 404 Permit or any ,401 Certifications? E Yes 0No
Wetland -related permits shall be requested, obtained, and ildliered lo fill' projects that impact wetlands or surface wincrs
"fr Information can be obtained from the 4J11 &Rut te,LPerinittiiiii Art:met
5, Does project comply with 1,5A NCAC ( 1",010,5,(c)(() (additional permits/certifications)? EJ Yes N
Per 15A NCAC. 02T,01,05(e)j.0, directly related environmental permits or certification applications are tieing 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, etc.).
). Does this. project include any sewer collection lines that arc deemed "high -priority?"
Per 15A NCAC 02'01402, "high -priority sewer" means "any aerial sewer, sewer contacting surface i,vaters, siphon or sewer
positioned parallel to streatnbanks that is subject to erosion that undermines or deteriorates the sewer,
ri Yes No
fr If ves. include an attachment with details for each line, including type (aerial line, size, material, 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: Fri\ 04-16
Page 4 of 5

•CF TlFECATFONS;
I. Does the submitted system comply vv'itft A. NO(
unit Force Mains (latest oFer ion), and the iravrty Sew r
QYes
If No, complete an. Variance!AIternative i
Doti}r n
No
s ap
Request application (VADC 10-14) and supper
firr review. Apnn}veal of th request is required prior to submittal of .the Fast Track Application and supporting
documents,
Professional Int meet"s Certification:
John H. Ross
(Profcssiont
Application
reviewed by° ore and is accurate, cenaplete and consist.. up lied it
engineerhtg calculations„ and all other supporting documentation to the best of my knowledge. I further attest that to tl=
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity
Minimum Design Criteria fir c";iravity Sewers (latest version), and the .Minimum Design Criteria for the Fast -Track
Permitting 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,
applicat
NOTE In accordance with General Statutes I43-215.6A and 143-215.613, any person who knowingly makes
statement, representation, or certification in an application package shall be guilty of a Class 2 misdemeanor, v
include a fine not to exceed $10,000, as well as civil penalties up to $25,0.00 per violation.
North Carolina Professional Engineer's scat, signatud date:
Applicant's Certification per 15A NCAC 02"1" .0106(b):
1, _4AW,— Lire Atr ...or rt f lr' r�]ev41,.8 LeA47_...al
(Signature natare & title from Application
ic'h may
application for
has been reviewed by me and is accurate and corrrllete to the best of nay lnewledge, t understand that if`al.l required parts of
this application are not completed and that if al required sarlalaortirag da+cirnaeartaticn oriel attacfrrrrcnts tarn not no.lttilect, this
application package is subject. to being returned as incomplete, 1 understand that any discharge erf vva;tavv°Cater frrrrar this Wean
discharge system to surface waters or the land will result in an immediate enforcement action that may it
ive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
tl'tis permit be violated, I also understand that if all required parts of this a.pplicatien package are not completed
and that if all re taired supporting information and attachments are not included, this application package will be returned to
me as incomple'
NOTE In accordance with General Statutes
statement, representation, or certification in any a
include a fine not to exceed $10,000 as well as civil p
A an l 1 i#? 15ti, ata}' person who knowingly makes any false
anon package shalla Class 2 misdetneanor, which may
up to $25,000 per violation
FORM. F'IA 04-16
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. EXHIBIT "A'
THE RIDGE AT WESLEY CHA
PROJECT AREA - 24.04 ACRES
PARCEL ID: 06024013B
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Page 2of6
FTSE 4 i6

E ENA G E
PRO EC NARRATLV
FOR
The Midge at Wesley Chapel
ttte Project No.5213
The propcascd project ccaaasast crf i rty^ (a{l >itaglc f aaaaly residc;nti;al Matti and arncnity eel 'cc'
streets, utilitacs, storrnwater aaaanagcratcrat (aci dies and landscaping. '"he proposed sanit
is designed to c,canv:cy° 100rife of the sanittry sewer from the proposed development ti
County Pul7lic 'w carlc; inch sanitary sc wer raaaiaa locratccl cauth of the project, and west
Mill Suhcivision.
The calculated flow for the project, is the following:
Single Family Residential Flow: t0 Lots X 285 gpd 17,1(1(} gpd
Amenity Center. 3.0() gpd X {.),5 si = 1,500 gpd
Total flow = 18.600 gpd
f�tia rt..i Cha tr lla�
2610 Bethany Creek Court
Alphardta, GA 30004
Ph 678 339 0640
Fax [phone]
WQROIS
2013A Van Buren Avenue
Indian 'Frail, NC 28079
Ph 704 882 4222
Fax [phone]

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environmental Quality
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding. Sanitary Sewer to serve The Ridge at Wesley Chapel
TRANS �TTAL
Date: 4/4/17
We are sending you: LI Copy of letter ❑ Plans ❑ Prints ❑ Shop Drawings
Other
Copies
Date
1 4/4/17
1 4/4/17
1 4/4/17
1 3/28/17 i 1027 t $480:00 Check (Application Fee)
No. Description
Cover Letter
Fast Track Application
1 Copy of Fast Track Application
Flow Tracking Form
These are transmitted as checked below:
For approval E For your use
Remarks:
Signed:
Received by:
L._
As requested E I For review and comments
Date:

Central Files: APS _ SWP
4/7/2017
Permit Number WQ0039142 Permit Tracking Siip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
18,600
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
The Ridge at Wesley Chapel
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government- County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Or€g issue
4/7/2017
App Received Draft Initiated
4/612017
Scheduled
Issuance Public Notice Issue Effective Expiration
4/7/2017 4/7/2017
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection
Outfall
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT Th
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0039142
The Ridge at Wesley Chapel
April 7, 2017
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 shah 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.
PE ITTEE'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 hyEi or poriS ereof.
iteti6,c PF-7 (
Printed Name, Title
A44,,J
gnature
ENGINEER'S CERTIFICATION
Kirolinee as a duly registered Professional Enneer inthe State of North Carolina,
having been authorized to observe ( .E1 periodically, E. weekly, LJ fufl tirne) 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 he 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 ngineers Seal w/signature & date:
El Final J Partial (Include description)
Certification Corn
en uali iers (attach if necessary):
oL1Huti,„
CARD
r
SEAL
4550
StatO. er N(11-0) Car&ina ElivirmarkeNaT QoAI,dy Wat.cr QooluyReid aptulCoos,
Mn,lrfNinitek.f ("tw,v 1,11 NinnfeSVIO, M11,0, rTh,h',111

Division of Water ResiiiiurceS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FloIrracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: t flion County
Project Name for which flow is being requested.: The Ridge at Wesley Chapel
ille...)re than one FTSE inny he reiti'rtidfror a single prgject xftho owner of the Pr/ VTR is iwt responsible,fbr all pump
stations along the route the propn,s'ed wastewaterflow,
Complete this section only if' you are the m,vner of the wastewater treatment plant.
a, WWTP Facility. Name: Twelve Mile Creek W \VIP
b, WWTP Facility Permit Th NC0085359
flows are in MGD
c. WWII' facility's permitted flow 6,0 * Does not include
3IVIGD diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the WWTP .6500
e, WWTP facility's actual avg. limy
1'. Total flow for this specific request
g. Total actual and obligated -flows to the facility
h„ Percent of permitted flow used
3.88
ft0186
5.5486
92,48
11 Complete this section fdr each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWII':
(A) (B) (U) (D)—(B+( ) (E)----(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg, 'Tributar Flow Plus
(Name or CapacitY., * (Firm / pf). Daily Flow, Daily Flow, Obligated Available
Number) MGD MG D MGD MGD Flaw Capacity***
NA
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment .Addendum shall he attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer): Twelve Ntile Creek WWTP
Downstream Permit Number: WQ001.7326
Page 1 of 6
1JSE 04-16

r
fcation Statement:
l 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.
GliY�%Go 1 7
fining facial Sig ature ate
Page 2 of 6
FTSE 04-16