WQ0039457_Regional Office Historical File Pre 2018 (2)

Water Resources
Environmental Quality
September 7, 2017
Mr. Ian Wagoner, Development Manager
Spectrum Properties Residential, LLC
201 South Tryon Street, Suite 550
Charlotte, NC 28202
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No, WQ0039457
Spectrum Properties Residential, LLC
The Villages at Concord Mills
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Wagoner:
In accordance with your application received August 31, 2017, and additional information received
September 7, 2017, we are forwarding herewith Permit No. WQ0039457 dated September 7, 2017, to
Spectrum Properties Residential, 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 1I.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 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Nothing Compares'—e. -
State of North Carolina I Environmental Quality I Water Resources 1 War Quality Regional Operations
Mooresville Regional Office p 610 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 (704
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Matthew L. Mobley, P.E. (eco Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
py)
2 4
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
Spectrum Properties Residential, LLC
Mecklenburg County
for the construction and operation of approximately 2,294 linear feet of 8-inch gravity sewer, to serve the
The Villages at Concord Mills project, and the discharge of 44,330 gallons per day of collected domestic
wastewater into the Charlotte Water and Water & Sewer Authority of Cabarrus County existing sewerage
systems, pursuant to the application received August 31, 2017, and additional information received
September 7, 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 beeffective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039457
Permit Issued: September 7, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
Spectrum Properties Residential, 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 Water & Sewer Authority of
Cabarrus County Rocky River Regional Wastewater Treatment Plant in accordance with Permit Number
NC0036269.
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, 44,330 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.03044(b)]
2. This permit shall become voidable unless the agreement between Spectrum Properties Residential,
LLC and Charlotte Water and the Water and Sewer Authority of Cabarrus County, 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 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted 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. [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. [15A NCAC 02T .0110]
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 (f) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5

S. The Pennhtee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number (7O4)663'1699 assoon aspossible, but innmcase more than Z4
hours, 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 tsi|unm» of pumps, line
blockage orbreakage, etc.;or
b. Any S5Oand/or spill over 1,OOOgallons; or
c, Any $50 and/or spill, regardless of volume, that reaches surface water
Voice mail messages orfaxed information ispermissible, but this shall not beconsidered asthe initial
verbal report. Overflows and spills occurring outside monna|6usioesshounnnaya!sobeneoortedto
the Division of Emergency Management at telephone nwrnber(80Q) 858'0368wr(919) 7]3-3]00,
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 nrproposed tmbetaken to
ensure that the problem does not recur. Part l|ofForm CS-S5D(or the most current, Division approved
form) can also be completed to show that the SSO was beyond control. KG.S. 143-215.1C(al)l
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
tothe surface waters ofthe State. [15AN[AC03T.O1O8(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 asapplicable, Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Pennittee to
appropriate enforcement actions.
Ifthe permit )sissued t#aprivate entity with anOperational Agreement, then acopy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable Cmwskn'wRegister 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:
n. One copy ofthe project constructionrecwrd drawings (plan & profile views ofsewer lines 8Lforce
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.
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,

I
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)]
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

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Spectrum Properties Residential, LLC
WQ0039457
The Villages at Concord Mills
September 7, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and 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
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
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, n 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:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Revinnal Office) 610 Fact Center Avenue_ Suite 301 I Mooresville. Wrath Camlina 2R115

LSA NCAC 02T
00— FAST T.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
aN.,i (;tj��
K SENNER`SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: VV( tl
All iteatrs roust be completed or the application will be returned.
APPLICANT INFORMATION:
700 be completed by t)
1. Applicant's name: Spectrum Properties Residential, LL( (conrpany, municipality, HOA, utility„ etc.)
Applicant type:, ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned. Public Utility
Federal
❑ State/County ❑ Municipal
3. Signature authority's name: lan Wagoner per ISA NCAC 02T ,0106(b)
Title: Development Manager
4. Applicant's mailing address: 201 South Tryon Street, Suite 550
City: Charlotte State: NC Zip: 28202-
5�, Applicant's contact information:
Phone number: (704) ;358-1000 Email Address: iwa unerASpectrumCgs.com
❑ Other
PROJECT INFORMATION:
I. Project name: The Villages at Concord Mills
2. Application/Project status: ® Proposed (New Perm itl ❑ Ex'isting. PermitlProject
If a modification, provide the existing permit number: WQ00 and issued date:
if new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees): atttude; 3 6424' giude: 80.74617'
..
5. Parcel IT) (if applicable): 029-201-07
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer: Matthew . Mobley PE
Firm: ;Design Resource Group..PA,
Mailing address: 2459Wilkinson Blvd Suite 200
City: Charlotte State: NC Zip: 28208- ___
Phone number: [phone]
Email Address: ma p com
IV, WASTEWATER TREATMEN`I` FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WWTP Permit Number: NC0036269
Owner Name: Charlotte Water
V, 'RECEIVING DOWNSTREAM SEWER INFORMATION (if different
1., Permit Number(s): WQ
n
Downstream (Receiving) Sewer Siz
System Wide Collection System Permit Number(s) (ilapplicable); WQCS
Owner Naune(s): _
: 034267
FORM: FTA 04-16
Page I of 5

VI. • GENERAL REQUIREMENTS
1. tithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes No ❑NIA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes No ❑NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
® Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 1SA NCAC 02T .0114(fl? ❑ Yes
> If yes, provide a copy of flow reduction approval Letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow u,b
No. of Units
Flow
Apartment Units
135 gallday
322
43,470 GPD
Swimming Pool
860 gallday
860 GPD
gal/
GPD
gal/
GPD
• gal/
GPD
gall
GPD
Total
44,330 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1] andle)(2) for caveats to wastewater design flow rates (i.e., minimum 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 of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 44,330 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY" SEWER DE aIGN CRITERIA (If Applicable) - 02WI .C930S IDC ((:r avitw;
1. Summaraze gravity sewer to be permitted:
Length (feet
,294 LF
Material.
PVC
Section 11 111 crfthe MDC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 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
VII_I. PUMP STATION DESIGN CRITERIA (If Applicable).— 02T .0305 & MDC (Puntp Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 2 1=A
2. Approximate Coordinates (Decimal Degrees): l.,atitude: Longitude: ,
Design flow of the pump station: millions gallons per day (fine capacity)
4, Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A'NC °
Length (feet)
5(V
otal dynamic head (TD11)
© Stand.by power source or pump with automatic activation and telemetry - I SA NCAC 02T .0305(h)(t)(R),
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:
© Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02`F
.0305(h)(1)(C)
or
© Portable pumping unit with plugged cmerge'ncy pump connccticwtr and telemetry - 15A NCAC 027f .0305(h)(l)(C):
i 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 stations" storage
capacities and the rotation schedule of the. portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage,
FORM: FTA 04-16 Page 3 of 5

IX. SI "BACKS & SEPARATIONS -(02B .0200 &
A NCAC 02T .03050)):
1.. Does the project comply with all separations found in 15 A NCAC 02 !` l)uip ILikk g)
2 ins minim separations that se sewer
bprovided for se
�1A NCAC U'-.L � �0�,1t) costamu
......._ � ....e.. �...._
Setback Parameter*
Storm sewe
d other utilities not listed below (vertical)
( s including inc.. benched trenche
dater mains vertical >>vater over sewer rncludmg bench _..
mains (horizontal)
:claimed water lines (vertical _ reclaimed over
aimed water lines (h.orizontal - reclairnted
**Any private or public water supply source, including any wells, 1tv'S-1 waters of Class
Class iI impounded reservoirs.,used as a source of drinking water
Waters classified WS (except WS-1 or WS-`,I). 13, SA, ORW, HMV, or SB from normal
elevation) and wetlands (see item 1X,:_)
rah water (or tide _.__._�._ ...�..._.___..
**Any other stream, lake, impoundment„ or ground water lowering and surface draft
ditches
Any building foundation
Any basement
Cop slope of embankment or cuts of, f'e
Drainage systems and intercepto
Any swimming pools
nal earth grade (vertical)
Yes 1 I No
Separation Require
24 inches
18 inches
l 5A NCAC d21" f1 i (s) contains alternatives where separations in 027 0 05a0} cannot he achieved.
+= **Stream classifications can be identified using the Division's N(Surlace Water Classifications wchipa;
If noncompliance with 02'T 0 i0L5(f) or (g), see Section X of this application
I)•taes the project comply with separation requirements for wetlands? (50 feet of separation) O. Yes
✓ See the Division's draft separation requirements for situations where separation cannot be meet
"? No variance is required if the alternative design criteria specified is utilized. in design and construction
• As built documents should reference the location of areas effected
No N/A
Does the project comply with setbacks found in the riser l ttsin rules per 15A NC C,f9' B ti (kfk°; Yes No i,'A
• This would include "Trout Buffered Streams per 'NCAC 213,0202
4, Does the project require coverage "authorization under a 404 Natiionwide or
individual permits or 401 Water Quality Certifications?
• Information can be obtained from the 401 &F3utfer Perit iCt ttgel3rjnch
5. Does project comply with 15A NCAAC 02F.0105(c)(6) (additional perrnrtts/cert
LJ Yes No
No
Per 15AmmNCAC 021.01O5(c/10), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. issuance of this permit is contingent on issuance of dependent permits (erosion and
sed.itnentation control plans, stormwater management plans, etc.).
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per I5A NCACO2Iµ(f402, `high -priority sewer" means "any aerial se<<w=er, sewer contacting surface waters, siphon, or sewer
positioned parallel to strcarnbannks that is subject to erosion that undermines or deteriorates the sewer,
El Yes ®No ©N/A
tfyes, include an attachment with details for each line, including, type (aerial line, size, material, and location)..
High priority lines shall be inspected by the permittee or its representative al (east once every six -months and inspections
documented per I5A. NCAC 02T.0403(a)(S) or the permitee's individual System -Wide Cotl.ection permit.
FORM: F 1"A 04-16
Page 4 0

CERTIFICATIONS:
Does the submitted system comply with i5A NCAC 021 the lrsiiararti st n lrtcriafcrt'tlr Permtng of Pump . ations
nd Force Mains (latest version attd the ,rav't 4ev: r hlinin t rt:lt,. e i Crttetm tt flattest vrer s rrl as applicable'?
Yes [INo
If No, complete and submit the Variance/Alternative Design Request application V ADC 10-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application, and supporting docurnents.
Professional Engineer's Certification:
that this application for
essiona]ngfneer° natrme ii°ont Application Item 11I.
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 best
of tn.y knowledge the proposed design has been prepared in accordance with the applicable regulations. Gravity Seer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track .Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged, it to be consistent with the proposed design.
NC?'t"F -- in accordance with General Statutes 143-2I5,.6A and 143-215.6B, at person who
statement, representation, or certification in any application package shall be ,guilty of a Class
include a fine not to exceed S1.0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature and date:
Applicant's Certification per 1,5A. NCAC 02T .0106(h):
0
Signal
Authority's name & tit:
ngsnakes any false
which may
hat this ication for
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 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 'I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that Wall 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 the as
incomplete,
NOTF -a- in accordance with.. 'eneral Statutes 1 .5 '15 6�A and m141 2l 5.613, arty person who knowingly makes any false
statement, representation, or eilicatton in any application package shall be guilty of a Class 2 ntisderneanor, which may
include a fine not to e>ce 1{7,000 as well as civil penalties up to S2S,000 per violation.
Date:
4
6
Paec 5 of 5

CERTIFICATION
Does the submitted sgrstem cc
'AO force Mains (latest versa
1?.a Ntc�Ct'1
G,r ia>v tay Sewer
11 No, complete and submit the Yariance/Altern
cv erv. Apjr oval of the request is rcguired
nal l nr ineer"s C:'.ertification,
has been reviewed by me and is acct
engineering. calculations, and all othc
ketcavwledgc the proposed ties
Design Criteria for Crrav°ity
of Putatp rations and Force Mains (latest version).
submittal package, inclusion of these materials under rr
have judged) it to be consistent with the proposed design,.
Yes
© No
sign Request appl catiot
bmittstl t l the 'tact T
.(1;ates' vwt
plica
l0.-14) and supporting documents for
tort aaat' attatatartin do
attest that this application for
ate, complete and corasistetat vttla tltc inf ttrrtatttt n supplied in the plans, speciti atiosas,
supporting documentation to the hest of my ow ledge.. I further attest that. to the hest
has been prepared in accordance with the applieable regulations, Gravity Sewer
inn), and the Minimum Design Criteria for the mast -Track Pe_nnitting
ough other professionals may have developed certain portions of"this,
y sigrtatttre. and seal signifies that I have reviewed this material and
NOTE -- !n accordance with General Statutes 1<4a l5.fixy and 143-215,613, any person tvho kno
statement, representation, or certification in any application package shall be guilty of a
include a fine not to exceed "S 10,000, as well as civil penalties. up to S25,000 per violation,
North Carolina Profess Engineer's seal, signature, and date:
Applicant's C.ertithcattttn per 1 SA \CAC 02 ! ,0106tb)
u uthor it'),
6y(t!
tame & title or aNpplicati
any false
hich may
attest that t.lus application for
has been review kty rite ,and is accurate and complete to the hest of„ nowledge. 1 underst;ana that ifall required parts of
this application are nit ea;tmpleted and that if all required supporting documentation and aarichrnents are not included, this
application package is subject to being returned a:; incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waiters or the land will result in an
ive relief, andlor criminal prosecution. twill make no chin
trl'ihis permit be violated. I also understand that if all required pa
afl re.gulred supporting ittfarrtaa'ticn and attachments are not' included,
tplete.
i"Sf1TE - in accordance w
statement, representation, c
ttaclude a fine not to exceed;
th General Statutes
ttic is in any, appiic
rcemeret action that may include civil penalties,
Division of Water Resources should a condition
pplication package are not completed and that if
application package will be returned to me as
nd 143 215.61 , any person who knowingly mak
kage shall' be guilty of a. Clai.ss 2 misdemeanor,
S25,000 ocr virtlattietn.
any arise
lai.'h may
Page 5off5

CHARLOTTE
WLTER
August 30, 2017
Mr, Brandon Sherrill
Design Resource Group, PA
2459 Wilkinson By
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE VILLAGE AT CONCORD MILLS
2520 MALLARD CREEK ROAD, CHARLOTTE NC
CLTWATER TRACKING # 20171074
After analysis of the sanitary sewer associated with the proposed design of project The Village at
Concord Mills, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 44,330 gallons per day (322 apartment units x 135 gpd/unit; 86 person pool x 10
gpd/person) at the connection point(s) indicated on the submitted utility plan for transmission to the
Rocky River Wastewater Treatment Plant; NPDES permit number NC0036269, located in Cabarrus
County, for treatment, This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works. Please see the attached NCDEQ FTSE forms.
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.
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 i
accepted on a first come, first served basis,
The applicant should understand that this letter is not authorization to construct or extend 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 riot obtained and construction has not
started within one (1) year of issuance of this flow acceptance, and payment for any service
connection(s) has not been received within one (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 7,10 Fr .(:)ksHr e Blvd, C
bytht,
,tte

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—I0/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting ,Flow Acceptance for Collection System:
❑City of Concord ❑City of Kannapolis ElTown of Harrisburg ['Town of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: The Village at Concord Mills, 20171074
Description: The The Village at Concord Mills engineering plans and specifications. as prepared and sealed by Matthew
Mobley, NCPE, with Design Resource Group, for the wastewater collection system extension consisting of approximately
1,874.24 feet of 8-inch sanitary sewer with 21 manhole and other appurtenances to serve The Village at Concord Mills located
on Mallard Creek Road in Charlotte NC. with a wastewater discharge of 44,330 GPD.
What is the quantity of flow that will be discharged? 44,330 GPD
Flow type:
® Domestic 100 % ❑ Commercial °An ❑ Industrial
0/0
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design As Daily Flow "
(Finn/pi)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) - (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)»(A-D)
Available
Capacity"""
MGD
" The Firm Capacity of any pump station is defined as the maximum pumped flow that can he 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 not less than 2.5.
i"A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is <0.
Section II. Jurisdiction's Certification Statement:
I, Carl Niiaan certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor, and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section I plus all attached
planning assesient addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Sig re of 1hisform indicates acceptance of this wastewater flow.
Jurisdictii
's Signing Official Signature
Revision Date: 08/09/13
/707/y//7
Date

WSACC
August 1 n 2t 17
-n
Barbara Grass
ineerithi Assistant
Charlotte Water
1.00 Brookshire Blvd.
C'harlot:te, NC 28216
Subject: Flow Acceptance Request
Sanitary Sevier to Serve The Village at Concord N°'lills
Charlotte 'Water Tracking Number 2017'074
Dear Nis, Gross:
WATER & SEWER AUTHOR'!TY
OF C,4E3ARRUS COUNTY
2.32 D3vcdsort Hwy,
CGr ort2e NC 2 027
704,786i 783 ♦ 704 795,1 i 4 Fu
www.wsacc%org
This is an approval of'the t1oWW acceptance request received by the Water and tie« ar Authority of
C"aallarrus County ' i Vk'S.\.(:'( from Charlotte Water on August 15, 2017.
WSACC has or will have capacit\ at the Rocky River Regional Wastewater 'Treatment. Plat tt and
appropriate sewer
C~,,.>,..10 SuhdiWisiort pre
sewer service to. 322 apartment units and an 86-person pool \1°tits\C'C.
gal per day tgpid) total N-Vaastev ater flow fin- this protect..
pro_ jeet WWill he conveyed through Charlotte Water's propose
then entc:r'a'l"S.\C`('`s system at the c\istin
Please ante that it
on a't this proice
burr Sewer Interceptor.
d, ? \e,ars of the
port. and treat the J.wamestic v asteWratter from the propk.lsecl
Mallard Creek Road, This project WWill include providing
44,330
hr this
and
this approval: the approval is rescinded and a second request alai aplDaa ral r''a'11 he rcqui
Please notify i ft
h4a%t au
CC.
70,10 861 783. extension 7 TS.

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
WISE-0114)
\NS kCC I SI rS The Village at Concord Mills — Charlotte Project
#20171074
Section 1, Name of wasteater treatment facilit:., WwTh recei‘ ing ,Aastem„ater:
Rocky River Wastewater Treatment Facility - Permit i--iNC0036269
ri Muddy Creek 'ili'asteyi ater Treatment Facility Permit ...=NC.0081621
‘1,'W-11) facility's permitted flow, MCiD 26.500
Estimated obkgated 1ov not.. et tributar‘ to the \VW -FP, MG[)
WWII) facility's actual az daily. flow, MGD
Totai floiN for this specific regnest, MGD
-Fotal actual and obliizated tiekvs to the facilitY,, MG D
Percent or .1).irrnitted flow used
2.251
- 6fl 5tperrnin
0,0-1J1
18.500
69.8
Section IL Puinp stations clot the route froni the Jurisdiction's connection point to the WWF.P.
-"T .! . .!
Pump Station ' hrrn CaPaPltY ' 1 atop A2220122,2' 2521,22, H!....2.2 .",'
1 i \tune of NLirriberi . NICD : Fi1ti;i' \itrige D.3.11., Fk.„,,, TnG.Amz,;(1:,.;hool,,, Flo,,,,,: Pius 01:14.14!!.L.T.,:cil'ico, r capwly„„„ I
MGD
') S45;; 0 ! 9;1
1 ! 39;o5
r he Firm Capradty any pump iNtiurk Jai...id 3S ate maximum pumped now that OM aCM0,21 the targxs ptunp when out uf
'-Dkvo Average Daily F11 1bk 3 N=.122011!!4 fkilt /3,3 than 2,5.
,k tsse,,,smittu .A.thie.vturot1 1 1by2wk,trx am' pNa ,:2,nnec.lkon i2MEtt! And the aniarti kvailabte Capacity ,
Section ill. \V:',;,,A( Cciriiiiicat on Statement:
dimi km lie4e. inn sidafitsim isC this: ,,ai„biessroneT iNiapoatid
Eit iS prO kV; has Issism aionti, the risme from ii,sisrmection to the imerinepEor To the recessing ssasttrwater
misramismt anci the flow from this projirci, is not ,miticipaisird cause aro, csiqsaeits:,. related sariMium sewer liYvierriosss
or iirserbiiirdiiin on slosknisfircicirn MU station in risssim ihri recen,:imi srinimem piam under norrical circumstances,
siksen Ehe im[Iskintiminitinion ()tithe planned improsermsinis isifirmi fled in the 71ardlifli4 assessment iArierz ap,Micable. This
anal) lossi ixren1.ssiM saiimbiistlktd poiMies11proostalures using the best available
this ceniflication applies to thos,,ii kilns listed above. dad Sa'Cia0r1 PikiS ati attached planning. assessment
„,;aaleraitiaN Tiar taa,a, far ft,„,-; '7,„a.a, kraaa a a, la a a,„:,a zaaa.aa AfTa'Jaa daaalfia",:a:iaa Saaa aapaCTh
oinihiss ibrm acsiremimme an. fiis Mina
fris isSasimuclusnis

THE VILLAGES AT CONCORD S
USGO TOPO MAP
di!
,�'
,G
�Y,
DESIGN
RESOURCE
GROUP

E VI LL AT CO C
STREET VIEW MAP
LS
d
DESIGN
RESOURCE
GROUP

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Rateigh.NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: Spectrum Properties Residential, Inc.
Business Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
0598767
Current -Active
Current
Domestic
7/25/2001
December
Dulin, James M
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
Officers
201 South Tryon St, Suite 550
Charlotte, NC 28202-0080
201 South Tryon St, Suite 550
Charlotte, NC 28202-0080
201 South Tryon St, Suite 550
Charlotte, NC 28202-0080
201 South Tryon St, Suite 550
Charlotte, NC 28202-0080
Chairman :
Vice President:
Stock
James M. Dulin
201 S. Tryon St. Suite 550
Charlotte NC 28202
Steve Mcclure
201 S. Tryon Street, Suite 550
Charlotte NC 28202
Class:
Shares:
No Par Value:
Common
100000
Yes
https://www.sosnc.gov/Search/profeorp/5357851
8/31/2017

DESIGN
RESOURCE
GROUP
600
August 30, 2017
NCDENR — Division of Water Resources
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
RE: The Villages at Concord Mills, Charlotte, North Carolina
Fast -Track Application for Gravity Sewer Collection Systems
Dear Sir/Madam:
Enclosed, please find enclosed the Fast Track Application Package for the installation of 2,294
LF Gravity Sanitary Sewer Collection to serve the proposed 322 Units of The Villages at
Concord Mills community located in Charlotte, North Carolina.
The enclosed submittal package includes the following:
• Application Form (FTA 04-16) (1 original)
• Application Form (FTA 04-16) (1 copy)
• Application Fee ($480 Check)
• Flow Tracking/Acceptance Form (FTSE 10-07)
• USGS Topo Map
• Aerial Street Level Map
If any additional infor
me at directly 704,34
ation is needed to process this request, please do not hesitate to contact
0608 x318:
•' CORPORATE'";
SEAL
C-95
C-2165
._ NCBELS
w

Date:
To.
Attu:
August 30, 2017
NCl EQ - Division of Water Resources
Assistant Regional Engineer
Mooresville Regional Office
East Center Ave.; Suite 301
Mooresville, NC. 11
The villages at Concord Mills Private Sewer Approval
nd attached the following for the referenced ;pr
Description
Fast Track Application Form (FTA 4-1
Fast Track Application Form (FTA 4-1)
Application Fee
Flow Tracking/Acceptance Form (FTSE 10-07)
SACC Flow Acceptance Letter
SQS Topo Map
Aerial Street Level Map.
you have any questions or require any additional
directly at 704, 4 .0 08,
Sincerely;
DESIGN 1 ESCUR E GROUP, P4
Brandon Sherrill
Associate
nfo
ation, please do not hesitate to contact me

Central Files: APS _ SWP
9/7/2017
Permit Number WQ0039457 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
44,330
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
The Villages at Concord Mills
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Spectrum Properties Residential LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Ian Wagoner
201 S Tryon St Ste 550
Charlotte NC 28202
Orig Issue
9/7/2017
App Received Draft Initiated
8/31/2017
Scheduled
Issuance Public Notice Issue Effective Expiration
9/7/2017 9/7/2017
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name StreamindexNumber Current Class Subbasin