WQ0038731_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
September 22, 2016
Mike Wilson, Director of Development
NR Stonewall Property Owner, LLC
1057 East Morehead Street, Suite 300
Charlotte, NC 28204
Ti MCCRORY
lea i•._ _t vvemor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Dtrecmr
Subject: Permit No. WQ0038731
NR Stonewall Property Owner, LLC
Stonewall Mixed Use
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Wilson:
In accordance with your application received September 14, 2016, we are forwarding herewith Permit No.
WQ0038731 dated September 22, 2016, to NR Stonewall•Property Owner, 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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions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 1506 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.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Of6cel 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

SUPPLEMENT TO PERMIT COVER SHEET
NR Stonewall Property Owner, 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
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein, Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 70,538 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)]
2, This permit shall become voidable unless the agreement between NR Stonewall Property Owner, LLC
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)]
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 143-21.5.1(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 February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Purnp Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T,0110]
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
Page 4of8

I
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 28 .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 fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due tnknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.;nr
b. Any SSOand/or spill over 1,OOOgallons; or
c. Any SSOand/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 be reported to
the Division of Emergency Management at telephone number (8OQ)85Q'0388 or(919) 733-3380.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-SSO (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 11 of Form CS-SSO (or the most current Division approved
form) can also bocompleted toshow that the SSOwas beyond control. [G.S.143-21S.1[(a1)l
G. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so an not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State. [15ANCACO2T.0108(b)]
7. Upon completion ofconstruction and prior tooperation ofthese 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 is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permi11ee to
appropriate enforcement actions.
|fthe permit lsissued toaprivate entity with amOperational Agreement, then acopy 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.
Aconnp}ete certification isone where the form isfully executed, and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan & profile views ofsewer lines &force
mains) ofthe wastewater collection system extension. Final record drawings should beclear 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.
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 \ovx points in
force mains with e pump cycle, and downstream sewer capacity analysis. If portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the notation schedule of the portable power source or pump, include travel
tirnefrmrnes,shall beprovided.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be 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)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
NR Stonewall Property Owner, LLC
WQ0038731
Stonewall Mixed Use
September 22, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
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
I, , as a duly registered professional En ineer in the State of North Carolina,
having been authorized to observe (E periodically, El weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
E Final
C
Parti
include description)
Certification Comments/Qualifiers (attach if necessary):
Mate of North Carolina I Environmental Quality I Water Resources }Water Quality Regional Operations
Mooresville Regional ©fficel 610 East Center Avenue, Suite 101 d Mooresville, North Carolina 28115
^1ridi at 41 I4116

tvtslvn of Water Resources
State of North ,Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 -. FAST TRACK SEWER S'STEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application. Number: VV Q o
All manta gust be completed or the appkieati
APPLICANT INFORMATION:
be completed by DWR)
be returned
1. Applicant's name: NR Stonewall Property Owner, LL4 (company, ni..cipality, HOA, utility, etc.)
2. Applicant type: Individual Corporation ❑ General Partnership Ei Privately -Owned Public [Utility
© Federal ❑ State/County ❑ Municipal ❑ Other
tiT.01 06(h)
Si attire authority's name:: Mike Wils rt per
Title: Director of Development
Applicant's mailing address: 1057 East Morehead Street, Suite 300
City: Charlotte State: .NCLip: 25204-
Applicant's contaet inl"orniation:
Phone number: [phone] Email Address: rxty ilsrrrt rrorthwood
ll. PROJECT INFORMATION:
I, Project name: Stcnevall 1
2. Application/Project status.
1'f anmodilication, provide the ea
It'ne construction bin part of
ed. Us
Z Proposed (New Permit)
ing permit number: WQ00
[ J F;xistisrg Pura it Project
and issued date:
stet° plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.219079' Longitude:-g0.g44590:
5. Parcel ID (if applicable): 12.517106
(or Parcel ID to closest downstream sewer)
i11. CONSULTANT INFORMATION:
I. Professional Engineer: Rob Keidel License Number: NC 37425
Firm: LandDesign, inc%
Mailing address: 223 N. Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: rkeidelg anddesign.corn
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I, Facility Nance: Sugar„Creek WWII Permit Number: NC0024937
Owner Name: Charlotte Water
RECEIVING :DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1_ Permit Numher(s): WQ
System Wide Collection System Pen it Number(s) (iWQCS
Owner Natne(s): Charlotte Water
Downstream (Receiving) Sewer Sire: 24 inch
FORM: FTA 04-I6
Page 1 of5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
Asheville Regional Office
ater Quality Section
Fay
Wale
ADDRESS
COUNTIES SERVED
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
vifle gional Office
uaHty Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301- 0
[phone]
[phone] Fax
aoresville Regional Office
Water Quality Section
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
610 E. Center Avenue
Mooresville, North Caro ina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Othce
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27 28
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
hicdon Regional Office
ter Quality Section
943 Washington Square Mali
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bente, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
mington Regional 0 I
Quality Section
ern Regional Office
uality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mffl Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onsiow, Pander
A affiance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORM: FTA 04-
`?4,. SUPPORTING DOCUMENTATION Page 3 04'3

VL GENERAL REQUIREMENTS
], Iftlte Applicant is a Privately -Owned Public
2. If the Applicant is a veloper of lots to be sold,
If the Applicant is a 1 tt `'Propei ty Own ss' .
4, Origin ©fwastewater:
0 Residential Owned
• Residential Leased
School / preschool
Food and drink lac
Businesses / offices / factories
da.y care
t applr
0Yes
sociation,
ity, has a
itcate of Public Convenience and Neces
been attached?
0 Yes ©No ®N/A
has a Developer' 7per tiranal Agreement (FORM: Dl/2I been attached'?
No N/A
0 Yes No N/A
El Retail (stores, cente
Retail with food pre
Q Medical / dental / ve
Church
Nursing Home
Nature of wastewater : 1©0 % Domestic/Commercial
'% Industria
vice
`.nar* faci
% Commercial
15A NCAC 021 m0.103120))
is there a Pretreatment Programs in effect?
6, Has a flow reduction. beets approved unda r 15,E NCAC 0?'f.01 1_4(02 0 Yes
If yes, provide a_e©py of flow reduction approval letter
7. Summarize wastewater generated by project:
Yes No
No
blishrent. Type (see 0rT.01140))
Daily (Design Flow
'ached'?
ash
;d/orMotels
ing Pool /Clubhouse
ing Pool Filter Backwash
(Explain in Attachment)
No. of Llrtits Flow
Apartments
135 gal/day
435
58,725 GPD
Amenity
Retail
6955 gal/day
l 108 gal/day
3750 gal/day
1
6,955 GPD
1,108 GPI)
3,750 GPD
gal/
GPD
gal/
(iPI)
Total
70,5
a See 1,5A N (0 "1" 4)l 1'44.tn. (dp j. I"err caveats to wastewater design flow rates (i.e., ntintrrtum flow per
dwelling; proposed unknown non-residential development uses;; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to he used as vacation rentals as defined
in G.Sµ 42A-4),
b Per 1.5A NCAC 02T .01.14('c), design flow rates for e„stablishnneits not identified [ in table 1. SA NCAC 02 ➢ .tall lit] shall be
determined using available flow data, water using fimutes, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 70,538 GPD (per 15A N( ..C:. o2 i .µ4 ]_)4)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
0 Flow has already been allocated in Permit. Number:
[] Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & Mi vSewers:
I. Summarize gravity sewer to be permitted:
Size • ches) , Length (f
10
180
Material
PVC
'fo. Section 11 & IU of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section HI contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I, Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ' Longitude:
3. Design flow of the pump station; millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5, Summarize the force main to be permitted (tor this Pump Station
Size (inches)
Length (feet)
6. Power reliability in accordance with 15 j\CAC 02T ,P305:. • .
0 Standby power source or pump with automatic activation and telemetry - 1.5A NCAC 02T .0.305(h)(1)(B)
';:o Required:for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
.Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
LI Portable power source with manual activation, quick -connection receptacle and telemetry - ISA NCAC 02T
.0305(4)(1)(C)
or
E] Portable pumping unit withplugged emergency pump connection and telemetry - I 5A. NICA.0 02T .0305(h)( I)(C):
1%, It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timefra.mes, shall be provided
i.n the case ofa multiple station power outage.
FORM: EFTA 04-16 Page 3 of 5

iX. SETBACKS & SEPARATIONS (02B .0200 & 15A NCAC 02T
5(f
1, Does the project comply with all separations found in 1 1ti A(; 02I O305(fitsJ;g)
15A NCAC 02T,0305(t) contains minimum separations that shall be provided for
d
er mains v
Water mains (h
Reclaimed water
Setback Parameter*
1 below
ater over sewer includirt in benched
ontal
vertical -, re
Reclaimed water lines (horizontal
imed over sew
**Any private or public water supply source, it eluding any wells, WS-1 waters ofCla.ss T or
f drinkinrt water
ss ll inrtounded reservoirs used as a sourc
**Waters claswsitied WS (except WS-1 or 'WS °), l3, SA, OR;W, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item I\.2)
**Any Other stream, lake, impoundment, or ground water lowering and surface drainage
itches
Any tauilding liattndatim
An basement
Top slope o'cmbanktnent or cuts of 2
Drainage systems and interceptor drains
wimmitt t uc
arth grad
more vertical hei
A NcACU21°.0305(g) contains alternatives where separations in 02T 030 ( cannot
ani classifications can be identified using the Division's NC Surface Water C"lass
4.ornpliance with 02'F,0305(jZ,ar,(g), see Section X of this application
2, Does the project comply with separation reclttirements for wetlands? (50 feet of separ
See the Division's draft separation rccltrirenrents for situations where separation cane
No variance IS required if the alternative design criteria specified is utilized in design
.. As built documents should reference the location of areas effected
4.
Se.aration Re' wired
24 inches
l g inches
be ac
2 feet
3b inches
ved,
ns webpage
be meet
nd construction
No
CEI Yes D No
Does the project comply with all setbacks found in the river basin rules per 17A NC AC 02B ,0200`' ® Yes []' No
This would include Trout Buffered Streams per 1.5A.NCAC 213,0202
project comply with an individual 404 Peranit or any 401 Certiticatisan
No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can he obtained fr-o.rn the 401 & Buffer Permitting Branch.
5, Does project comply with 1 SA ('C1C. 02`T0105(0(6) (additional permittiYes LJ No
Per 1 . NC:"AC. 12'l .0105(0(11 directly related environmental pennies or certi ic^atwn applications are being prepared, have
been applied for, or have been obtained„ Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonnwater management plans, etc.).
Does this project include any sewer collection lines that are deemed "high -priority`?'
Per 1 `A N .' 1C_ dd l.°°,{)402, "high -priority sewer- ans "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to st:reambanks that is subject to erosion that undermines or deteriorates the sewer,
No
If yes, include an attachment with details for each lirtc, including type (ae
High priority lines shall he inspected by the permittee or its representative at least
documented per 1:5A NCAC 021.0403(a)(5) or the perntitee's individual System -
and location),
y six -months and inspections
ide Collection permit.
ETA 04-16
Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 5A :CAC 02't, the Minimum Desio Criteria for the Permittingof Pum St: hops
and Force Mains jlatest version), and the Grayitv SeweryillimiunDesiencriteriajjatestyLersion) as applicable?
Yes El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review, Approval of the request is reuuired prior to submittal of the Fast Track Application and supporting documents.
2„ Professional Engineer's Certification:
rvf attest that this application for
for
7.,ssional Engineer's name from Application
hasbeenreviewed 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 hest of my 'knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria. for Gravity Sewers (latest version), and the .Minimum Design Criteria for the Fast -Track 'Permitting
of Pump Stations tnd Force Mains (latest version)„Ahhough 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„
NOTE In accordance with General Statutes 143-21.5„6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed SI 0,000, as well as civil penalties up to 525.000 per violation,
North Carolina Professional Engin 's seal, signature, and date:
3: Applicants Certijition, ISA NCAC 02T 06(b):
1^-1 7E C710 A. e. attest that this application for
(Signature Authority's 'e & title from Application Item 13:) 4 ,
has been reviewed by: me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,. this
application package is subject to being -returned as incomplete. 1 undersLand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be 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 l443-215.6A. and 1,43:-21B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 510.000 as well as civil penalties up to 125,000 per violation.
Signature:
va A s
Date: q
ji
.FORM: ETA 04-16
Page 5 of 5

CHARLOTTE
W
July 15, 2016
Mr. Robert Keidel
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28202
TER
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
STONEWALL DEVELOPMENT
500-604 STONEWALL STREET, CHARLOTTE NC
CLTWATER TRACKING# 2016481
A flow acceptance study of the subject site has been completed and the following has been determined.
The review has been set to major/conditional due to capacity concerns at permanent flow monitoring site
30. These concerns are expected to be addressed with the completion of the Upper Sugar Creek
Improvements project. The preliminary design for this project is scheduled for 2016, final design is
scheduled for 2017, and the current estimate for construction to be completed is sometime in 2018.
Additionally, an update to Charlotte Water's sewer model is scheduled to occur in 2016 and is expected
to provide a more accurate estimate of sewer capacity in this area and throughout the sewer system. All
other associated sewer infrastructure was found to have sufficient capacity to accommodate the proposed
sewer flow of 70,538 gallons per day (435 apartment units x 135 gpd/unit; 13,910 ft' amenity center x 50
gpd/100 ft2; 8,522 ft' of retail space x 130 gpd/1,000 ft2; 150 employee office space x 25 gpd/employee)
from this project for transmission to the Sugar Creek Wastewater Treatment Plant; NPDES permit number
NC0024937, for treatment. This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works. Please see attached NC DEQ flow tracking 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 NC DENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the subject
site. However, the applicant should understand that 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 aw 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. !f the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year o!
issuance of this flow acceptance: and payment for any service connection(s) have not been received
within (1) year of issuance of this flow acceptance, this flow acceptance approval shall be rescinded and
a new flow acceptance request must be made. If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 51 J r rooksh r i d,.
ott , , 9 r 'l s mane trewa
Operated by the City of C

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: LandDeszgn , rrkc
Project Name for which flow is being requested: Stonewall Development
More than one FTSE may be required for a single project if the owner of the WWTP 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: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
All flows are in.11IGD
99.0
10.452
70.670
0.0705
81.192
82.0%
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 FIow, 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 (pf) not less than 2.5.
*** 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.
Page 1 of 6
FTSE 08-13

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 ofthi form indicates acceptance of this wastewater flow.
Signing Of is Signature -
Page 2 of 6
d71/17!�
Date
FTSE 08-13

tgASCAR
HOF
Si
STONEWALL MIXED USE
CHARLOTTE, N.C.
2016
4

CHARLOTTE EAST US TOPO
2016

PROJEC
Sri„ JECT.
Rob Keidel
223 North Graham Street
Charlotte, NC 28202
1016055 STONEWALLI AND
CALDWELL SITE
1016055
Stonewall Mixed Use Fast Track
Sewer Application
For Planning
tu.
NCDENR - Mooresville
Regional Office
Water Quality Section
610 East Center Avenue
Mooresville, NC 28115
v. R,. :ioin coNoE,N
ndDesign, Inca
Y RANS IT Ai ID
9/12/2016
00012
Overnight
[e-mail]
Fast Track Sewer Application Package
r
704-333-0325
704-663-1699

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRE TA YOFSTATE.
PO Box 29822 Rafet , NC 27iy26-Qd22 t919M7-2O00
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: NR Stonewall Property Owner LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1491230
Current -Active
Current
Foreign
1/13/2016
CT Corporation System
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
150 Fayetteville St., Box 1011
Raleigh, NC 27601
150 Fayetteville St., Box 1011
Raleigh, NC 27601
575 Fifth Ave 23rd FI
New York, NY 10017
575 Fifth Ave 23rd Fl
New York, NY 10017
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 570-3-20.
https://www.sosnc.gov/Search/profcorp/11960397
9/15/2016

September 12, 016
NCDENR Division of Water Qua
Mooresville Regional 0 tfice
610 E. Center Avenue
Mooresville, North Carolina 2Sl l
RE: Stonewall Mixed Use
PN: 1.016055
To Whom it May Co ern:
y
Enclosed is a Fast -Track Application for Gravity Sewer to serve the project e'ttitled
Stonewall Mixed Use. The site is located at the intersection of Stonewall and Caldwell in
Uptown Charlotte (Mecklenburg County). It is a mixed -use development consisting of
two (2) buildings. The average daily flow for these facilities is 70,538 gallons per day
and is being requested in its entirety. Enclosed are one (I) complete application form,
one (1) application. fee, one (1) flow acceptance letter, and two (2) site nnapss
Please do not hesitate to call if you have any questions or need further information.
Thank you,
Rob Keidel
LandDesign, Charlotte
704.333.0325

1016055 STONEWALLI AND
CALDWELL SITE
1016055
Stonewall Mixed Use Fast Track.
Application Form
For your use
Rob Keidel
223 North Graham Street
Charlotte, NC 28202
ro
NCDENR - Mooresville
Regional Office
Water Quality Section
610 East Center Avenue
Mooresville, NC 28115
Barry,
LandDesign, Inc.
9/16/2016 IvQ3,
00015
Second Day
rkeidel@a landdesign.com 7 4--333-0325
704-663-1699
Please find the requested original copy of the fast track sewer application
for Stonewall Mixed Use.
Thanks,
Rob Keidel

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
owner/Perrnittee
la. NR Stonewall Property Owner, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
Mike Wilson - Director of Develo men
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized si
ApplicationNumber:
(to be completed by DWR)
lc. The legal entity who will own this system is;
Individual 0 Federal 0 Municipality 0 State/County
( 1 d. 1057 East Morehead St. Suite 300
Mailing Address
1f, NC
State
1 h. [phone] 1 i.
Telephone Facsimile
2, Project (Facility} Information:
2a, Stonewall Mixed Use
Brief Project Name (permit will refer to this name)
3. Cantact Person:
3a, Rob Keidel
Name and Affiliation of Someone Who Can Answer Questio
ng o
Private Partnership 0 Corporation 0 OMV.ri ai
1e Charlotte
City
l g, 28204
Zip Code
MOORESOLLE
lja [e-mail]
E-mail
3b. [phone]
Phone Number
Project is New 0 Modification (of an existing per
2b. Mecklenburg
County Where Project is Located
About this Application
3c. rkeidel4anddei an
E-mail
difica'tion, Permit No.:
Owner is 0 Public (skip to Ito
Private
go to Item 2(a))
2a. If private, applicant will be:
0 Retaining Ownership (i,e, store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to item B(3))
© Selling units (lots, townhomes, etc, - go to Item B(2b))
Charlotte Water
Owner of Wastewater T
4a, Sugar Creek Wastewater Tre
Name of WWTF
Charlotte Water fib. 24" Cravity
Owner of Downstream Sewer Receiving Sewer Size Force Main
gent Facility (W'
atment Plant
2b, If sold,
cilities owned by a (must choose one)
Public Utility (Instruction D)
0 Homeowner Assoc,/Developer (Instruction E)
TF) Treating Wastewater From This Project
4b. NC0024937
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School
Ci Restaurant
Office
15c
WWTF Permit No,
Permit # of Downstream Sewer (Instruction F)
Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
] Nursing Home
0 Other (specify):_
Volume of wastewater to be allocated or permitted for this particular p
'Do not include future flows or previously permitted allocations
t'. 70,538
10p % Domestic/Commercial
% Industrial
(Attach Description)
Q/0 Other
(Attach Descrirtion)
gallons per day
8. If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCACO2T .0303 to determine if a permit is required)
FTA 10-14 APPLICATION
I'sge 4 of 6

9 Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T �0114 for
the value in Item B(7) ANDIOR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data' ff
70,538 GPD = (435 Apartments x 135 GPD per Apartment) + (13,910 sf Amenity x 50 GPD per 100 sf) + (8,522 sf Retail x
130 GPD per 1,000 sf) + (150 Employee Office Space x 25 GPD per Employee)
u
Size (inches)
10"
Lines to be Permitted (attach additional sheets if necessary)
Length (feet)
180
New Gravity or Additional
Force Main
New Gravity
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID:
(
Longitude: Latitude:
If chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator wfATS;
GPM @TDH 2 - portable generator wIMTS
Force Main Size Force Main Length
Pump Station Location 1D: (self chosen - as shown on plans/map for reference
Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM e TDhl 1 - permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes 0 No If Yes, permit number oaf 2"d treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
Y comply Minimum sign Crit ua fpr the Permrttin cf Pump Stationsand Farce Mains.
13, Does the sewers stem eom I with the Minimum Design
(latest version)„ the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter '2 i as applicable'?
Yes EJ No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION
Page 5 ot` 6

14, have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Cert'itication? © Yes 0 No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A.
Trout Suffer Waiver? © Yes 0 No NIA
Stormwater? ® Yes 0 No © N/A
15_ Does this project include any high priority lines (1 A NCAC 02T .0402 2 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high pric rit attg! must be checked once every six months
Check if Yes: 0 and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
t, Mike Wilson attest that this application for NR Stonewall Property Owner, LLC has been
reviewed by rrae and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachrnents are not included this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina Genera/ Statutes
143-215.6A and 143d215,68, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25 per v ati'on.
gning Official Signe
a
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
z
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Rob Keidel attest that this application for Stonewall Mixed Use has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge, l further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity
Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Afth©ugh other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that i have reviewed this material and have judged it to be consistent with the proposed design.
Note: in accordance with NC General Statutes 143-215, aA and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Rob Keidel
Professional Engineer Name
2b. Land,Design, Inc,
Engineering Firm
2c. 223 N Graham Street
Mailing Address
2d, Charlotte
City
2g. [phone] 2
Telephone
Facsimile
2e. NC
State
Zip
2i. rkeidel landdesi n,c
E-mail
➢ TA 10-14 Page 6 of"6

Central Files: APS ` SWP _
9/22/2016
Permit Number WQ0038731 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
70,538
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Stonewall Mixed Use
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Nr Stonewall Property Owner LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Mike Wilson
1057 E Morehead St
Charlotte
NC 28204
Orig Issue
9122/2016
Scheduled
App Received Draft initiated Issuance Public Notice Issue Effective
9/14/2016 9/22/2016 9/22/2016
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Office
Retail
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin