WQ0040302_Regional Office Historical File Pre 2018

FILE
Water Resources
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Environmental Quality Interim Director
October 4, 2018
Mr. Dave Ransenberg, President
Gateway Communities NC, LLC
6701 Carmel Road, Suite 118
Charlotte, NC 28226-3983
Subject: Permit No. WQ0040302
Gateway Communities NC, LLC
NoDa40
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Ransenberg:
In accordance with your application received September 24, 2018, we are forwarding herewith Permit No.
WQ0040302 dated October 4, 2018, to Gateway Communities NC, LLC (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be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 1508 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
nothing Compares.
State of North Carolina j Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Reeional Office 1 610 East Center Avenue, Suite 301 1 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 barry,[e-mail].
Sincerely,
Docu nned by:
A' 4CC 1AF27425ae
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Brian D. Smith, R.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
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
Gateway Communities NC, LLC
Mecklenburg County
for the construction and operation of approximately 43 linear feet of 6-inch gravity sewer and 201 linear
feet of 8-inch gravity sewer to serve 40 apartment units as part of the NoDa40 project, and the discharge
of 5,400 gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage
system, pursuant to the application received September 24, 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 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.
DocuSigned by:
At i CC684AF27125...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040302
Permit Issued: October 4, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Gateway Corn unities NC, LLC 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 Charlotte Water Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024937.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
1SA NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 5,400 gallons per day, 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, 11SA NCAC 02T.0304(b))
This permit shall become voidable unless the agreement between Gateway Communities NC, LLC and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [[15A
NCAC 02T,0304(h)j
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved, [15A NCAC 02T.0104; G.S 143-215.103))
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 February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. 115A NCAC 02T.01101
4

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: 115A 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.
5

j, Documentation shall be kept for Subparagraphs (a) through (i) &this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
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 S50 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 permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form CS-S50 (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 H 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)1
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. (15A NCAC 02T.0108(b)1
7.. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable, Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shalt be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions,
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (pl-an & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
6

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 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 may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
7

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, [G3143-
215.1(b)1

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Gateway Communities NC, LLC
PERMIT #: WQ0040302
PROJECT: NoDa40
ISSUE DATE: October 4, 2018
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.
PERMITfEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (n 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; 1SA NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional O(cel 61D East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
stc,n of Wit rResources FTA 04-U a SUPPORTING DOCUMENTATION
Applicaion Number:
MI ite
APPLICANT INFORMA'Ti )N;
io
o pkhdi I' I)\V°R1
I, Applicant"s name G tr ti ni tl) rtnttl NC l l " (ccanrp ttt . tnirrtrt ipality. OA. urti its. etc.)
2 Applicant type, E] Individual [1 Corporal. ion LI General Partnership [1] Privately -Owned .Public 1
El Federal `t<itc County Municipal [l Other
?. Sig re anti on(\'s name:
Tide Prcwidcnt'O w°ncr
Applicant's mailing address 6701C'armel Rod, Suite 1 18
arState: NC Zip: 2 226-_iilii;
City: Charlotte
�pI
s contact information:
cr I5A_.l LAC tlYI 011160)
Phone number: (704) 752_8,5() mail Address: d_ry c Yr; aatccom11c coin
PROJECT INFORMATION:
1. Project name: NoDa4U
Applie ation/Project status: Proposed (Ncw Permit)
If a modification, provide the eistin periutit ntrrnbcr: WQU0
If new construction but part of a master plan, p
County Where project is located: :Mecklenburg
Approximate Coordinates (Decinual Degrees). Latitude.
Parcel iD (if aipplicable): 98 t1«�31_,t
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
t. Professional Engineer: priarn t,),
Firm: Urban I7e5i.t ri:Partiicrs,,.pllc
Mailing address. 1:31
Cite: Chart tte State:
Phone number: (704) z 14 1
Existing Permit/Project
and issued date.
to existing permit nloinher; WQ1„10_
27
Zip: 2820_5052
Email Address Brian ,c
Lon f itnde 80, 17
S"I"EWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name Sl_orr Cfcek Wyi.P Permit Number N; DLS NC0024917
Owner Name: Charrlotte Water
V. 11ECEWVING DOWNSTREAM SEWER INFORMATION (if different than VWTF):.
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide ColiccPermit Number(s) Of -applicable): W'QCS__—___
Owner Nrnc(s)
FORM. FTA t)4-16

GENERA: REQUIREMENTS
If the App
isa Privately-Owvnett Public Utility, hit
Certificate of Public Convenience and Necessity been attached?
No N/A
Applicant is a Developer of lots to be sold, has a Deti,u,l � �rdttt©nal Age em niffQ, 4 UE\ been attached`'
Q Yes ©No N/A
A ci lca1 °laps �iQ t ndtioi 1 A�;*l cta�enljFC)RM H 7A1 been Vac'
[l Ycs L No N/A
Applicant is a
4, Origin of wvasteww°stet: (claccl at1➢ f'',
El Residential Owned
El Residential Leased
El School ! preschool / day care
© Food auddriuk facilities
0 Businesses / offices / factories
Nature o
reel
0
7, Summari
Residential Leased.
% lndusiri
apply):
• R
O Retail wv ith food pre
O Medical / dental i vetcdna
[_:] Church
O Nursing Horne
c
Ned?
© Car Wash
hotel and/or Motes
Swimming Pool /Cluhhouse
0 Swimming Pool/Filter Backwash
El Other (Explain in Attachnrcnt)
'Domes tac Cot rarraereal "` t Commercial
See 1.5A NCAC0 T ,0103L20)
a Pretreatment Program in effect? 0 Yes
'ovcd under 1 �A,..,NNCAC 02T,01.14 / [11 Yes
Our rct'Iraction iatataa raa'w'aal 11
atcd by project.
T,914(f'))
a See 1 sA NCAC ,12°T .t111 1b ,
dyvellinp ; proposed unknown
areas„ and residential properly
as defined, in Cr.WF„,42°A-,4).
b Per 15A NCA( 02 .0114(c)
be determined using available
Daily Desi
1.35 gal,
gal/
gal/
gal/
gal/
No
(d,fe,�aad tel for caveats to wastewater de,
asters acsidcaatixt➢ development lases public access t
located south or cat of the Atlantic lnttacoastaal. \ !'
desigtr now rates for cstabla
flow daitaa, water using fixtures, occnpancs or operation patterns, and other measured. data.
No
T
No. of Units
Flow
40 5,400 GPD
GPI)
GPD
GPD
GPD
GPD
5,400 GPD
ow rates (i.e., minimum flow per
Dated near high public use
9terww°er to be used as vacation rentals
Wastewater generated by, protect: 51()t
Do not include future flows or pre°
If permitted floe is zero, indicate wwhy
[l Pump Station. or Gravity Sewer where floss wvill be perm
O Flow has already. been allocated iru Penult. Number. P 00e
Rehabilitation cur replaacctaactat ol`
• Other (Explain).
i GPD (per 15A NCAC 02T ,0114)
ciotas➢° permitted allocations
identified tin table 15Av?CAC 021,01)41 shall
ed in subsequent peen
-peeled
o this lin(
FORM: ETA (44-1.6
Page. 2 of 5

ViL GRAVITY SEV4 ER DESIGN CRI I" ":R.IA If' Applicable) - T .0305 DC (Gravity Sewers
1, Summarize gravity sew cr to be perm
Section
Section
ersirii
. Ill oft
contains
lb
f Graviry
fated to
meet minimum slope requireme
cant
a viola
aced to dcsiaan criteria
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — tl2T .005 & M1i1C (Puma tationsfForee lMaf ra!i):
COMPLETE FOR EACH PLiMP STATION INCLUDED IN THIS PROJECT
1 Pinup sun nairnbcr or name:
'. Approsiniaatc Coordinates (Decimal Degrees): La _
3. Design flow of the pump station:
4. Dperrtional point(s) of the pump(s) gallons per minute at _ :feet total dynamic Ire d. (TD
5. Summarize the 'force main to be permitted for this Pump Station):
ons per da'
Longitude:
capacity)
Povvcr reliability° in arccordaance avitla 1SANCACt T 0305L(( ;.
Stauradby power source or purrap vvitla autoaaaatie activation and telemetry - 15A NCACC 1)2T 03t) (h)(1)(8),;
Required for all pump stations with an <av e rargaa cl til °flow greater than or equal to 15,000 gallons per day
l lust be permanent to faacilit)
Or if t.hc putup station has an aavaer<age daily )1o%y k
0 [Portable power source with naaun.ial activation.
.()3()5(h)(1)(C)
Of
e pumping u
gallons per day:
ion receptacle and telemetry - 1 'CAC.` t)2°
plugged enaergcric» pump connection and telemct_
15A NC'AC 02T a030y(
)t shall be demonstrated to the Division that the portable source is owned or coiatracted by the applicant (draft at rcxttacaal)
and is compatible with the station.,
I the portable power source or pump is dedicated to multiple pump f ;all the .pump s atioras'
storage capacities and the rotation schedule of the portable power source or pump, including
provided in the ease of a multiple station power outage,
FORM. l 17A 04-1
Page .3 of 5

SETBACKS & SEPARATION
Dogs the project comply vtit$t ntl
I5A NC \C. 02T tl3tay(f) conlFams
sewers atnd other' tat:il it
R.eclauncd water gin
Reclaaimed water line
**.Arty priviite or public water supply.
(:'lass II im pu dcd reservoirs us
S _ ((12B .0200 & 15A NCAC 02T .0305(f});
separations found in 1.5A NCAC 0217 .0305t 0_ &_(I)
sack Paranactct
d bcto e (t crtic
d over SCA
ce, including
-tree old
**Waters classified 1h'S (except 1VS191 or t'S-\"). B. SA IR.W.
• r (or tide clev a ion) and wetlands (see step IX.,2)
lake, intpoundtncnt.„ or ground water ](went
ditcl
u'rlditaaa Poundal
Co slopeMof aalafaanknaerat or eats of 2 feet or niore e
Dr rru«r ste ms aattd tnlcrceptc r drains mm _
Any stt aattataittg pctola;
Final e lrth grade f°eaticatl i
l be pro\ aclad fo
s of °la
5A NCAC 02T,0305(g contains talterttartices where separ'• Onus in 02T (1305 f
ream classifications can be identified arcing the Division's NC Surface mat
compliance with 22T.0305(f) or (g), see Section X of this application.
tents a n
Se arttian Re
24
5) fcet:
1l► feet
5 feet
10feet
a inchc
atr'not be achieved.
:"lssiticatrctns webixage.
Does the project comply wills scpaaraat rcgrairententas for wetlands? (50 I el of st.p<rrattion)
See the Division's drat separation requirements for situations where separation cataartot. he meet
No variance is required if the alternative design criteria specified is utilized in design and consrnaction
As built documents should reference the location of areas effected
Does the project comp l w ath all setbacks ,found in t
This. would include l`rout Buffered Streams per
A
riarcr basin
NC,C 2
es per 15A NCAC 028
202
.. Does the project comply with aan individuaal 404 Permit or aa'tw tll C"crtilications`
Wetland -related permits shall be requested, obtained, and adhered to for projects
obtained from the 49l &, puffer Perm
ttg13r3nch
Does project r:orrapl) w►th 15A N('ACO2l'.0L0510j o (additional per
cat ion,
El No
No
E Yes E No
Finds or surface waters
Yes 0
Per ,I5A 1 CAC 02 ` t1105(c)L6?.l, directly related environmental permits or certification applications are being prepared, have
been applied fiar% or have been obtained, :Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control' plans, stornn atcr management plains. etc,).
this project include any setter collection Lines that are deemed "high -priori
Per I5A NCAC 021f,0402e •°l't
posltiortcd parallel to streamix
ioritt sewer ttteatts aaai ' arerial sewer. sew°eI contacting surface w'atcrs,,
last is subject to erasion tlaatt trnderntines or deteriorates the sewer.
El Yes ZNo
include an 'attachment +pith details for each line,
,adinf type (aerial line, sire. ntr eriatl. and locaati
High. Ilricarit liatcs sball be inspected by the permittee or it
in pe bons documented per 15A NCAC 02T<0403(a)(5) or the perntite 's individual System
FORM: FTA 04-16
ntative at least once
-months and
ion permit.
Page 4 of 5

X. CERTIFICATIONS:
Does the submitted sYstem comPIY with J.5A.,..„1.-TzVLAL:',1,:, the Mini caisgikLfc21111
4110.1pfIckLNI..„in,silitlf.„..::.tn.i.211,1, and the Ciravi SewiN tun C:riwria (Auol ersioal as aPPlieahle?
No
If complete and submit the Variance,Alt vative Design Request application (VADC 10-14) and supporting documents
for review„Approval of the request is required prior tad submittal of the. Fast Track .Application and sttpporting
documents,
2, Professional Engineer's Certificatit
1, 111ZtiVA, Tic
(Professional Engineer s name from Application Rent 111, I ,)
attestthat this applicatOn for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 fUrther attest that to the he
of rny knowledge the proposed design has been prepared in .accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum 'Design Criteria for the Fast -Track
Permitting of Purnp Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package. inclusion of these materials under rny signature and seal signifies that have reviewed this
material and have judged it to he consistent with the proposed design„
'NO'VE accordance with. General Statutes 143-2 15,6A and 143-215,6B, any person who knowingly makes any .false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, whichmay
include a fine not to exceed $1.0,000, as well as civil penalties up to 1;25,000 per violation,
North Carolina Professional Logineer's seal., signature, and date:
3, Ap a er 1 NCAC 02T ,0106
(Signature A uth
vs name & title from ,Application Item 1.3,1
0;041;10,4,i
CAR°
eNC"
attest that thus application tbr
has 'been reviewed by me and is accurate and complete to the hest of my knowledge, 1 tinder tarut that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not ifiC luded , this
application package is subject to being returned as incomplete. 1 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, andfor criminal prosecution., 1 will make no claim against the Division of Water Resources should a
condition of this permit he violated, 1 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 be returned to
me as incomplete,
NOTE — In accordance with General Statutes 1,13,750A and .14.3-21 otl, any person \vim 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 riot to exceed S10,000 as well as civil penalties up to S25,000 per violation,
Signature:
Date:
FORM.: FTA 04- 6
Page 5 of

DavisRon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Urban Design Partners
Project Name for which flow is being requested: NoDa40
More than one FTSE may be required for a single project if the owner of the !PUP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Irwin/Sugar/McAlpine
b. WWTP Facility Permit #: NC0024945, NC0024937, NC0024970
c. WWTP facility's permitted flow
All flows are in MGD
99.0
d. Estimated obligated flow not yet tributary to the WWTP 12.441
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
63.767
0.005
76.20E
77.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD 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 Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than Z.S.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number:
Not applicable
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Keri Cantrell 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.
•, (53.a,,._ 9/20/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-I6

CHARLOTTE
W
August 7. 2t)17
lr, Josh Peeler
Urban Design Partners
1318--E6 Central Ave
Chnrlottc, NC 28205
TER
SUBJECT: CAPACITV ASSURANCE REVIEW
NODA40
2717 N 13REVARII) STREET, CHARD()
CLTWATER TRACKING## 2(1171107
A capacity
determined:
.After an anal
it was dctern
E NC
of the subject project has been completed and the following has been
ewer associated w itlt the proposed dcsi n of project 261171 1.(17, Noda.=ltt..
pacitr to acctnntotlate the proposed average daily flow of
5,400 gallons per cl (4(1 units * l3S gpdluntit) at the connection point(s) indicated on the submitted
tst.ility plan from this project for transmission to the Sugar Creek Wastewater Treatment Plant: NPDES
permit number NC(l t24937,, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatments works,
CLTWater agrees to furnish water to the subject project.. The water duality to the su�aject projcct
regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply lclanage
l laty, PWS ID #F 01 0010, on file with the Public Water Supply Section of NCDENR. t o Never,.
CLTWater cannot guarantee a constant pressure or quality of flow.
ent
CLTWater does not expect any of the above conditions to preclude water or sewer scice to the subject
site. Howe v ere the applicant should u,nderstan.d that due to the involvement of other agencies and
continuing growth of the water and sewer system, the ability to provide scn
be guaranteed not resen cd. Connection to the (`IJTilVatti and scn ti ,Ie,°�t
first served basis,
The applicant should understand that t
systems, as the appropriate local or State per
tarthtrr r` r titrtr to c:°tt
Sincerely',
Gwendolyn Banner
Engineering. Assistant.
orization to con
,d prior to construction
f you ltavTc and: fines
Beam ,tt (7(14) 336-7772.
Charlotte Water 5¶00 Brookshire Blvd, Charlotte„ NC 218216 teltartotteewater.or'g
R operated by the City of Charlotte

CONCORD 18 Mi.
# INTERSTATE 8.5
4854 IV .SE
(DERI TA)
518 47' 0"

NoDa4
T.E

North Carolina Secretary of State Search Results Page 1 of 2
• File an Annua! R€.port/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited LiabiLity Company
Legal. Name
Gateway Communities NC LLC
Prev Legal Name
Catherine 36 Apartments LLC
information
Sosld: 1312010
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 4/10/2013
Fiscal Month: December
Registered Agent: Ransenberg, David
Addresses
Mailing Principal Office Reg Office
6701 Carmel Road, Suite 118 6701 Carmel Road, Suite 118 6701 Carmel Road, Suite 118
Charlotte, NC 28226-3953 Charlotte, NC 28226-3953 Charlotte, NC 28226-3953
Reg Mailing
6701 Carmel Road, Suite 118
Charlotte, NC 28226-3953
Company Officials
All LLCs are r-ian ged by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Results 6/28/2018

North Carolina Secretary of State Search Results Page 2 of 2
Managing Member Manager
Doug R. Levin David Ransenbeg
6701 Carmel Road Suite 118 6701 Carmel Road, Suite 118
Charlotte NC 28226 Charlotte NC 28226
https://www.sosnc.gov/online_services/search/Business_Registration_Results 6/28/2018

Date: June 26, 2018
To: NCDEQ
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: NoDa 40
UDP Project No: 16-041
Charlotte Water Tracking 420171107
To Whom it May Concern,
Below is a summary of items included in this application package.
13 b8-e6 central av°e. P 704,334 330'3
charlotte, nc 28205 r 704 334 3305
urbandeesl9npartners.ccrr2
PIECCRIE0iNCDE NRIate,A1.
Per the documents below, we are permitting an apartment community, with a proposed average
daily wastewater flow of 5,400 gallons per day. (40 units x 135 gpd/unit).
A. One original and one copy of Application and Supporting Documents
R. Cover Letter
C. Application Fee
D. Fast Track (Form FTA 04--16) Application (Completed and executed).
E. Flow Tracking/Acceptance Form — N/A
F. Site Maps
1. 8,5-inch x 11-inch color copy of a USGS Topographic Map,
2. Street level map showing general project area and receiving F.
believe that we have addressed all the application items sufficiently. If you have any questions,.
please feel free to give me a call.
?. Smith, P.E.
Partner
Urban Design Partners
5 ft ANE a €14$Ca
Nri, , € ANNI ,r