WQ0039165_Regional Office Historical File Pre 2018

ROY COOPER
Governor
fICil-IAEI S. REGAN
Secretary
eater Resources S. JAY ZIMMERMAN
Environmental Quality Director
May 10, 2017
Paula Gourley, Regional Manager— Land Services
Duke Power Company
1020 W. Chatham Street
Cary, NC 27511.
Subject: Permit No. WQ0039165
Duke Power Company
Duke Energy Customer Service Center
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Ms. Gourley:
In accordance with your application received April 19, 2017 and additional information received May 9,
2017, we are forwarding herewith Permit No, WQ0039165 dated May 10, 2017, to Duke Power Company
(Permittee) for the construction and operation upon certification of the subject wastewater collection
system extension. This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
it shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215,6A through §143-215 6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
if any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Nothing Compares --
State of North Carolina Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
6an-bvNiCorey Basinger, RegionalSupemisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDEQ
cc: Brandon Plunkett, P.E(e'conv)
Barbara Gross
Tommy Rowland (e-oopy)
Regional Office Files
Water Resources Central Files
PERCS(e'copy)
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
Duke Power Company
Mecklenburg County
for the construction and operation of approximately 96 linear feet of 8-inch gravity sewer, to serve the
Duke Energy Customer Service Center project, and the discharge of 18,075 gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application
received April 19, 2017 and additional information received May 9, 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 a<nd.,lirrJitations contained therein.
Eby W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division, of Water Resources, NCDEQ
Permit Number: WQ0039165
Permit Issued: May 10, 2017
3

�UU��U������l����������������������
~�~~v x °.^."�nw."� o o �. PERMIT " �����n�x� =,nvn~n~n
Duke Power Company 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 inthe Charlotte Water Mallard Creek
Wastewater Treatment Plant in accordance with Permit Number NCQ030210.
Permitting ofthis project does not constitute anacceptance ufany part of the projectthat does not meet
15A NCAC 2T; the Division's Gravity Sew/e, Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting nfPump 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 Caro I ina- 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, 18,075 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
toand approved hythe Division. [1SANCACO2T.O304(b)l
%. This permit shall become voidable unless the agreement between Duke Power Company and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCACO2T.U3U4(h)]
11. STANDARD CONDITIONS
1. This permit isnot transferable. |nthe event there isadesire 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 invoked, and other
supporting materials as may be app»opriatc. The approval of this request shall be considered on its
merits and may o/may not beapproved. [1SANCACD2T.OlO4;G.5143-215.1/d3\l
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCA[ 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 ofPump Stations and Force Mains adopted June 1, ZO0O,asapplicable; 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. [15ANCA[O2T.O11O]
4

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 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

5.The Pemitteeshall report by telephone toawater resources staff member at the Mooresville
Regional Office, telephone number (7O4)563'1699 assoon axpossible, but innncase more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due toknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.;or
b. Any 58Oand/or spill over 1,OOOgallons; or
c. Any SS]and/or spill, regardless ofvolume, that reaches surface water
Voice mail messages urfaxed information iopermissible, but this shaHnot beconsidered asthe initial
verbal report, Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone wumber(8U0) 858-0368 or(919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-SSC> (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur. Part UofForm [S'53O(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.lC(al)]
6. Construction ofthe gravity sewers, pump stations, and force mains shall bescheduled soasnot to
interrupt service by the existing u�lities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCACOZT.O1O8/bD
7. Upon completion of construction and priortooperation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tnthe address provided unthe form, Acomplete certification iyone 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 sboU subject the Permi1tee to
appropriate enforcement actions.
If the permit is issued to private entity with anOperational Agreement, then acopy nfthe 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 iofully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy ofthe, project constructionrecnnddnawings/olan/&orof|evievvoofsexverUmes8kforcm
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD orUVD 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 aind 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.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as maybe 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
7

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Duke Power Company
PERMIT #: WQ0039165
PROJECT: Duke Energy Customer Service Center
ISSUE DATE: May 10, 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 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.
PERNIITTEE'S CERTIFICATION
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 or portions thereof.
Printed Name, Title
. Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑ 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:
El Final El Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office] 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
All items must be cam
APPLICANT INFORMATION:
1. Applicant's name: Duke Power Company (company,
2_ Applicant type: 0 Individual Corporation
o be completed by DWR)
d or the atattIictttion will be returned
ttnicipality, I-10A, utility, etc,
E General Partnership E Privately -Owned Public Utility
Federal Eli State/County ❑ Municipal
3. Signature authority's name: Paula Gourley per 15A NCAC 02T .0106(b)
Title: Regional Manager - Land Services
4. Applicant's mailing address: 102W Chatham Street
City: Cary State: NC Zip: 27511-
5. Applicant's contact information:
Phone number: [phone] Email Address: paula.gr)[e-mail]
PROJECT INFORMATION:
1. Project name: Duke Energy Customer Service Center
2. Application/Project status:
posed (New Permit)
I'f a modification, provide the existing permit number: WQ00
0 Other
© Existing PerntitlPreject
and issued date:
If new construction but: part of a master plan„ provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.99'38." Longitude:-80.41'I9.'
5. Parcel ID (if applicable): 04717128
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: Brandon. Plunkett License Number: 27475
Firm: McAdams
Mailing address: 3436 Toringdon Way, Suite 110
City: Charlotte State: NC Zip: 28277-
Phone number: [phone] Email Address: plunkett(r mcadamsco,conl
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name; Mallard Creek WRF Permit Number: NC0030210
Owner Name: Darrell DeWitt
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF'):
Downstream (Receiving) Sewer Size: inch
lumbers) (if applicable): WQCS
1.
Permit Number(s): WQ
System Wide Collection System
Owner Name(s):
wd;' ti° O
l ) `.:E IO ),A .. OFF=1t
FORM; FT°A 04-16 Page 1 of 5

VI. GENERAL 'R,<1.L REQUIREta l'f NTS
1, lithe Applicant' is a Privi
?. 11`the Amine:,
Cl'*tl'teti Applicant is a Hitistcgropg,ly
4,
6,
Rcsidcntitti Oxi/ .d
© Residential 'Leased
© School / preschool / duty i`arC
© I-ood and drink facilities.
Nature, of wait s;w:ttcr : 'a;, Domes
'r Indust ri d
centers, msti
-tual l rele.rine
trcrcial 1(10'4 Common:
1 A NC. i c)?"I ,l l ly ;(20.1)
t [s Eitut`a r�i Pretreausrtent Poor,
t e.ductk approved under 1 rA,IvC1(
provide a crt„pt of flow approval ktt r
)te
eraed lay project:
Ewstahlishntent Type (see di 'E`,ll li(l".
al Business. rind 1)tlicik
mined usirt
1 ate atcr )2e;BPa
'Do not inc 1ue'Ic future I1b
.11 permitted flow is rtr. itncis
�' Pump Station or Grayidxw
llttih E)esign
'agala'uplo
;t1I
Flow has already been allocated in Permit Number:
Rehahilhttlitrn cwt` rc plaec,rtacrtt ctl t tstirr s weir rith
Other (L.yplait�'1:
gal/
;)
ue
tit OR 4'1; d)F41. been artkikkhoilt
Wash
I. andlitr
Units
Back;w`rod
chment 1
I't,l)"l.) GPD
(JPD
(i P l
CiPD
18,075 (iPD
[aline 1 ti.,gy a( '\,C_:
ton patterns, ,u
Cher [treasured data,
'ETA t.J!-Ib

ti II. GRAVITY VITY SE%%ER DES' • N C:REIT:RIA (If Applicable) -
StrannaF /cgrlvttv
C)vcrsi ing lines to meet
c ontalrt
nimuraa:,lopes
pe requirement is not altovvcd a¢ d u vio
PUMP STATION DESIGN CR1ITERtA (If App
COMPLETE FOR. EACH :PUMP
I, Pump static„n number or name,
?.. .iypprosi Tu e. C..erarralitaatcs (Decimal Degrees): Lao tua.
Design t)arw° of the ram
1, Operational poi
5, Sunataaari4
ump(s);
y in accordance w
nches)
Pump S
Lenttl
Standby power aytrurCe or romp vith aeaararraaaatie activ,atia r1
�a Re )wired for all pump aat.irrrs v+tta an nveta a daily fluty
t4'lust be permanent to lacility
Cyr It t[ar- putaala station has an average daily 1low less tk'tatat I S,C)
rar
v,ith plu;,gcd
pat
portable power source or pump sdc.eheaatcc) tar utar)ti @a partatp t stic�aas, an e_v»a
tnta e c°ulrara iti�s atota he rotation schedule of the portable power source or pomp., itae
pruvidt.:d in they e.atie cal' a nuiI rple swum power outagee
& MDC (Pump Statruns/Eoree
NC"LUDED IN THIS PROJECT
=rearer th.rta r watt[ tl
Ivry'
H)
ns per day
iek-connection receptacle and telemetry - 15A NC'1G" 02T
racy pump coinectkin and
perrtahte source is vwned
''I.%1. C)t l dr
ns.
Page 3 uf'S

IX. SETBACKS. & SEP IONS— (021 .0200 & I5A NCAC 021' .030540):
I.. Does the project comply wiith all separations found in I 5A NCAC 021 .0305fl1
15A NCAC 02T.0305(1') comfit ns ititnimurn se:paratioris that shall he lroviticid for sewer systems:
Setback. Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical) 241 inches.
Water tura ns (vortical -water over sewer including in benched .trenchcs) 18 inches
Water mains. (horizontal) 0 feet
Reclaimed water lines (vertical - reclaimed over sewer) 18 inches
Reclimed water lines '• `zontal rianued.river sewer) 2 feet
**Any private or public matter supply source, including any wells, WS-I waters of Class or
'lass 11. imppianded reservoirs used as a source of drinking tkater 100 feet
**Waters classified 'WS (except .WS-1 or WS-V), 13, SA, ORW, FIQW, or SB from normal
high water (t)i'. tide elevation) and wetlands (see item IX.2) 50 feet
*s.Any ocher stream, lake, impoundment. or ground water lowering and surface drainage
ditches
Z Yes L No
feet
Any building foundation 5 feet
Any basement 10 feet
ap_slyre of embankment or cuts of 2 feet or more vertical height 10 feet
amage systems and intercelitor drains .5 feet
y swimminLpools 10 feei
Final earth (vertical) 36 hes
I5A • 'CAC 021)10305(g) contains alternatives where separations in QJ.I.).,30._50 cannot he achieved.
"Stream elassitications Can he identilied using the Division's NC Surface Walter Classifications welipitttle
• noncottipliZln,Ce With 02T,0051 01112,t see Section X of this appl ication
2. Does the project comply iAtith separation requirements for wetlands? (50 feet of separation) Yes.LJ No
• Seethe Division's draft separation requirements for sitiguions where separation cannot he meet
No variance is required ir thealternative design criteria specified is utilized in design and construction
.• As built documents should reference the. location olareas effected
Does the project comply with all set haek.s found in the river basin rules per I5A NCAC 021,3 .02002 Z Yes Lill No
'At, This would include Trout Buffered Sireamts per )45A_NCA/L211o2,02.,
Does the project comply with in idividatil 40)1 Pemni or any 401 Certifications? El Yes No
Weiland -rotated permits shall he requested. ribtained, tind adhered to to .r projech.0 pi veilands or siirface waters
)?. Information can he obtained from the i'.ltItt.))) EltifferrenintoitutIIrfitict)
5. Does project comp( th 1.5A NC.At.:I 021-.0105(016) (additional perinits/cerfilicationst.° Z Yes [1 Ni
Pet I5A NCA.(., 021)„01.051c,)(6), directly related environmenal permits or certification applications are being prepared, have
been applied for, or have been obtained.. Issuance of this permit is contingent on issuance cif dependent permits (erosion and
sedimentation control pkins, storinwater management plans, etc:),
Does this project include any sewer collet:6)in lines that are deemed lhigh-prittriiy
Per 15A NCAC 021).0402, "high-prit tray seer" means "any aerial sewer, seWer COntacting surfrice waters, siphon, or sewer
positioned itaraliel to strearphanks that is subject to erosion that undermines or deteriorates the sewer,
Yes Nit
• If yes, include an attachment with kik:tails ror each line. including type aerial title, size, Fru:aerial, and locatitm
High priority' lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A !SCA (.7 02T.0.4031:4OS1 or the permitee's individual System -Wide Collection permit.
FORM: FrA 04 16 Page 4 of 5

Pr X. CERTIFICATIONS:
I. Does ihe submitted. system comply wilt) l 5A Nt„:1AC,1 02,T, rhe hillinnitott Design Criteria for the Permitringof ['mpg) Stations
ind hijie_MattrslIsaietstAjnijittj, and the Gravity Sewer MiMMUM De5tgil Criteriaslatest versiiinji as applicahlel!
Es1 Yes ri No
If No, complete and submit the Variance/Alternative Design Request. application (VADC 10-14) and supporting (loci:mons
for review. Approval of the request is required prior to submittal of the Fast Track Application and_supporting
documents
2, Professii mat fingi iee Certificat ion:
thaithis applicat
(Professional Engineer's name from Application hem MI, 1.)
has been reviewed by Inc and is accurate., complete and consistent. with the information supplied in the plans, specifications,
engin.ecring ealcultitions) and all other supporting documentation to the hest of my knowledge, [further attest that to the best
of my knowledge the proposed design has been prepared in accordance with die applicable regulations„ Gravity Sewer
Minimum Design (riteria. for Gravity Sewers (latest. version), and the Minimum Design Criteria for the Fast
Permitting of Pump St.:iat'' and Force Mains (latest version). Although other professionals :nay have developed certain
portions of this submittal package, inclusion of these materials Wider my signature and seal signi ties that I have reviewed this
inaterial and have. judged it to lie consistent with the proposed design.
NaTE uaccordance with General Statutes 143-2 l5.6A and 143-215.6B, any person who knowingly makes any Realer
statement., representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a inclnot to exceed $ I0,000, as well as civil penalties up to $25,0000 per violation,
North Carolina Professional t.Inginccr's seal, signature, and date: 0
Applicant's Certification per 15A NCAC azr 06(b):
/ (,/ /1" 4,,„„
/
(Signature. Author s name & froin Application hem
0 /11
attest that tins appiteidion tor
has been reviewed by Inc and aeC urzfie and complete itithe hest of my knowledge. 1 understand that if all required parts of
this application are not completed ancl that if all required supporting documentation and attachments are not ineluded, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from. th.is
discharge system to surface Wit Wrs iar the land well result in an immediate enforcement action thitt may include- civil penalties,
injunctive relief, and/or criminal prosecution, I will make no claim against the Division of Water Resources should a
condition of this permit be violated„ I also understand that if all required parts of this application package tire not completed
and that if all required supporting intorniatiim and intaeli meats titre not included, this application package will he returned to
me its incomplete,
NOTE ln icelArclance cvith Cieneral Statutes. 14.3-215„tiA and 143-215,61-1, any perstal who knowirOy makes any false
statement, representation, or certification in any application package shall he guilty oof a Class 2 misdemeanor, which may
include a fine not to exceed $10.,000 as well as civil penalties up tti S25.(X)0 per viola( on,
-
FORIM: "'TA 04-16 Page, 5 of 5

CHARLOTTE
WLTER
WCIROS
May 8, 2017
Mr. Robert Reddick
The John R McAdams Company, Inc.
3436 Toringdon Way
Suite 100
Charlotte, NC 28277
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
DUKE ENERGY TRAINING CENTER
9700 DAVID TAYLOR DRIVE, CHARLOTTE NC
CLTWATER TRACKING# 2017129
After an analysis of the sanitary sewer system associated with the proposed design of project,
Duke Energy Training Center, it was determine that there is currently sufficient capacity to
accommodate the sewer flow of 18,075 gallons per day (723 employees x 25 gpd/employee) at
the connection point(s) indicated on the submitted utility plan for transmission to the Mallard
Creek Wastewater Treatment Plant; NPDES permit number NC0030210„ for treatment. This
acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works. Please see the attached NC DEQ FTSE form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project
is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management. Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow..
Due to the involvement of other agencies and continuing growth of the water and sewer system,
the ability to provide service for future projects cannot be guaranteed nor reserved, Connection
to the CLTWater and sewer system is accepted on a first come, first served basis,
The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction.. If the
appropriate authorization to construct permits are not obtained and construction has not started
within one 1 ear` of issuance of this flow acce tartce stud and a rrrent for an service
connection(s) has not been received within (1) year of issuance of this flow acceptance letter,
this approval shall be rescinded and a new flow acceptance study must be made. If you have
any questions, you may contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assi
Char
e
Brookshire 88evd, Charlotte, NC 28216 char( tt wat rorg
Operated by theCity a Ch.'rG

State oflorth Carolina.
partment: of Environmental Quality
Division of Water Resources
Flow Tracking/A.cceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation;
ohr R Mc dams C rnraotx :1r:.
Project Name for which flow is being requested:
More than one fT5E may be required.flrr a 1ngde prove
stations along tfre route of the proposed waslew, ater. i'rwv_
Duce Enera'ty Training °Cen..te:r,
the owner
WWTP is not responsible j"hr aft pump.
Complete this section only d` ota are the owner f the wastewater
a. WWTP Facility Name:
h. WWTP Facility Permit
rd Creek WWTP
plant.
553 921
c. WWTP facilit ',s trerrrtltteed flo
1!1 t lows are in MGD
12,00
d, Estimated obligated flow not yet tributary to the W WTP 0,925
e. WW'1`P facility's actual a.vg, flow
f. Total flow for this specific request.
g.Total actual and obligated flows to the facility
h. Percent of permitted flow used
8. (Q .
0.018
9-89:1
82.
("omplete this section fr each pump station you are resfrtnsihle fsr alrtg the route of this
proposed wastewater flows
p stations located 'between ti
pro
ect connect on point tnd the WWTP:
(A) (P) (C) il))—(BFC) (lf)-A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet °Dotal Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (f'irzts r p0), Daily Flow, Daily Flow, Obligated Availabl.e.
Number) MGD fw UD MGD MGD Flow Capacity***
* The FirmCapacity of any purnp station is delwned 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 loc.atcd
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name
S
er): t,ni
Downstream Permit Number: tynknc. wxa
Paget
Park (1985)
tTh, i-, 04-l6

III. Certification Statement:
I Carl Wilson 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 formndicates acceptance of this wastewater flow.
Signing Official S
ure
Page 2 of 6
07,7/
FTSE 04-16

VICINITY MAP
NTS

? ,t 2,000 4,000
Pere
Saab to
DUKE ENERGY CHARLOTTE TRAINING CENTER
USGS TOPO MAP
PROJECT #: DKE-16270
CHARLOTTE, NORTH CAROLINA

The John K. McAdams
Company, IfC.
iratedgh f Durham, NC
2',..t05NlehOim Parkway
krt4frl;fi rn North ti`dr!ltlrrt 27713
3'9 3r39 50
Charlotte, NC
,136 Im,rrcyrt€rr?
Sotto
.; "1Ntt , rk .. Rr:.,;tet tr4 € t 2821
/4r52 ,0 00
McAdamsCo,cum
7oresville Regional Office
Water Quality Section.
610 E. Center Avenue
Mooresville, North Carolina 281 15
Re: Fast -Tract: Sewer System Extension Applin (F r, ff4
Duke Energy Customer Service Center
Charlotte, North Carolina
DKE-16270
Resources Department:
Please find enclosed with this app
l . Application Forgo (FTA. 04-16)
'. Application Fee
Site Maps
LfSGS Topographic Map
Street Level Map
l"lae proposed development will consist c:rf. an apprc
Energy Customer Service Center ffacility as well as if
parking area. There is an existing office building
served by an 8- pave sanitary. sewer «ea- fic :. The propos
iratcr this existing 8" line on -:Site.
SF Duke
mobile
which is
ill be tied.
8"' ltvc sarrritary sewer l,irrc rn°ill be relocated as a result c the
. (2) dc.rg house taaoanholes, and approx. 96 lf`ot
he existing httc lcac.atccl ort site. The proposed
ary sewer service,. serving the proposed buildit will la tied into one
proposed clog house manholes constructed as la rrt t. t tl e existing 8"
sewer relocation.
OEIN R, MADAMS COMPANY, INC.
sures

The John R. McAdams
Company, Inc,
Raleigh / Durham. NC
2905 Meridian Parkway
Durham, North Carolina 27713
9`9�9i 261-5000
Charlotte, NC
3436 Toringdon Way
Suite 110
Cflariotte, North Carolina 28277
(704)52'7-0800
April 11, 2017
NCDEQ Mooresville Regional Office
Water Quality Section.
610 E. Center Avenue
Mooresville, North Carolina 281,15
MOOU
Re: Fast -Track Sewer System Extension Application (FTA 04
Duke Energy Customer Service Center
Charlotte, North Carolina
DKE-16270
Water Resources Department:
Please find enclosed with this application the following attachm
1. Application Form (FTA 04-16)
2. Application Fee
Site Maps
- USGS Topographic Map
- Street Level Map
The proposed development will consist of an approximate 41,500 SF Duke
Energy Customer Service Center facility as well as the associated automobile
parking area. There is an existing office building located on -site which is
served by an 8" pvc sanitary sewer service. The proposed facility will be tied
into this existing 8" line on -site.
The existing 8" pvc sanitary sewer line will be relocated as a result of the
proposed building construction. (2) dog house manholes, and approx. 96 if of
8" pvc, will be used to relocate the existing line located on -site. The proposed
6" sanitary sewer service, serving the proposed building, will be tied into one
of the proposed dog house manholes constructed as part of the existing 8"
sewer relocation.
Sincerely,
THE JOHN R.
G. Plunkett, PE
Sr. Project Manager
Enclosures
S COMPANY, 1NC.
McAdamsCo,com
g Tomorrows Jnfrastructj'r
C0173
s'

LETTER OF TRANSMITTAL
To: _.._farm°yEptirr"`
and
ctan,Mooreville Regional
610 East Center Drive, Suite
Mooresville, NC 28115
Re: Duke Energy
LDX-2017-00018
am sending ou the folio "rig ite
Date:
April 12, 2017
** FEDERAL.t .!4R,
Job No.: DKE-16270
COPIE
2
DATE NO.
2
DESCRIPTION
Fast Track Sewer Application
hecks for Application fees
FTS lette
2
These are transmitted as checked below:
E As requested
© For approval
© For review and cornrrtent
Remarks:
Vicinit Ma
TOPO Map
El For your use
LI
LJ
Copy to:
Signed:
Brandon Plunkett, PE
Sr Project Manager
Raleigh -Durham
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte
343E Toringdon Way, Suite 110
Charlotte, North Carolina 28277
[phone]
Designing Tomorrow's infrastructure & Communities
MCAdamsCo.com

• Permit Number W00039165
Central Files: APS SWP _
5/10/2017
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.Iove
Coastal SWRuIe
Permitted Flow
18,075
Facility
Status
Active
Version
1.00
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Duke Energy Customer Service Center
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Duke Power Company
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Ottis W. Allen
411 Fayetteville St
Raleigh
NC 27604
Orig Issue
5/10/2017
App Received
4/19/2017
Regulated Activities
Office
Wastewater collection
Outfali
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective . Expiration
5/10/2017 5/10/2017
Requested !Received Events
Additional information requested
Additional information received
4/19/17
519/17
Waterbody Name Streamlndex Number Current Class Subbasin