WQ0039457_Regional Office Historical File Pre 2018

ROY COOPER
MICHAEL S. REGAN
SetTet
LINDA CULPEPPER
interim thrector
Mr, Ian Wagoner, Development Manager
Spectrum Properties Residential, LLC
201 South Tryon Street, Suite 550
Charlotte, NC 28202
Dear Mr. Wagoner:
NORTH CAROLINA
Environmental Quality
September 26, 2018
Subject: Permit No. WQ0039457 MODIFICATION
Spectrum Properties Residential, LLC
The Villages at Concord Mills
Wastewater Collection System Extension Permit
Mecklenburg County
in accordance with your application received September 19, 2018, we are forwarding herewith Permit No.
WQ0039457 MODIFICATION dated September 26, 2018, 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 This permit shall be effective from the date of issuance until rescinded and shall be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,
Permit No. WQ0034352 was originally issued on September 7, 2017, This modification will increase
the permitted sewer length by 630 feet for total of 2,924 liner feet (2,294 originally permitted)
permitted, and no flow increase (44,300 GPD previously permitted), This Modified permit voids all
previous versions of Permit No. WQ0034352.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automaticafly 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 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.
If you need additional information concerning this matter, please contact Ori Tuvia at (704) 235-
2190 or via e-mail at ©[e-mail].
uoc aigneo by:
Sincerely,
DocuiSigned by:
L
+4Luw N P:rt44
F161FB69A2Q84A3...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional. Office
Division of Water Resources, NCDEQ
for
cc: Matthew L. Mobley, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Spectrum Properties Residential, LLC
Mecklenburg County
for the construction and operation of approximately 2,924 linear feet of 8-inch gravity sewer, to serve 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 September 19, 2018, and additional information received
September 26, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data. subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
Permit No. WQ0039457 was originally issued on September 7, 2017, for 2,294 linear feet of 8-inch
gravity sewer, and the discharge of 44,300 gallon per day.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
r DocuSigned by:
A .w N P,144.
F161 FB69A2D84A3...
fo r
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number:
Permit Issued:
WQ0039457 MODIFICATION
September 26, 2018
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 Purnp 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
1. 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,0304(b)]
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)]
IL STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change ofthe Pennittee, 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.01.04; G.S 143-215.1(d3)i
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1.5A 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]
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

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 § 143-215.1 C.
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.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5

5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to
the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully
executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the desigt 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 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 ail the pump stations' storage capacities
6

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. [I5A 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; 1SA
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(h)]
7

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Spectrum Properties Residential, LLC
WQ0039457 MODIFICATION
The Villages at Concord Mills
September 26, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
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
i , as a duly registered Professional Enfineer in the State of North Carolina,
having been authorized to observe IQ periodically, weekly, [J 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 Li Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Q
Mate of Noah. Carolina Envir ninenta➢ Quality Water ReSeurCCS = Watcr Quality Regional CVCTICiaft5,
Mooresville Regional Offices 610 'East Center Avenue, Suite 30 O Noah Caronna 2.tS 0
,rld ,ail ti.:QCO

aEESOURGCEN
dr R
GROUP
TRANSMITTAL
Date: September 18, 2018
To: Ori Tuvia
NCDENR- Division of Water Resources
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NC 28115
[phone]
Reference: Spectrum- Mallard Creek Sewer As-Builts
Job#; 504-004 — Spectrum- Mallard Creek
v Ofi ,,
MOOPFS\lit I E tr�k;.w'�VCiNI.P,L.OFFICL.
Enclosed please find the following item storm as -bunts check for Spectrum- Mallard Creek project
Quantity Date Description
1 09,18,18 Fast Track Sewer System Extension Application
1 09.18.18 Application Fee
If you need anything further or if any issues need to be discussed, please contact me directly at
[phone].
Sincerely,
DESIGN RESOURCE GROUP, PA
Matthew L. Mobley, P.E,
Principal
2459 Wilkinson Boulevard,
Cf1ar ottee, NO 28220E
704.343.0608

n of Water Resources
MOOFE'S LE REGIONAL Orr 1CG
State of North Carolina
Department of Environmental Quality
Division of W ter Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application 'vumber:
r-.(1 ny MR)
All items rntrst be completed or the application uvill Iae returned
APPLICANT INFORMATION:
1, Applicant's name: Spectrum Properties R.esi 1ential, LLC (company, municipality, IIOA, utilaty, etc.)
2. Applicant type: n Individual rporation © General Partnership © Privately -Owned Public Utility
Federal n State/County n Municipal n Other
3. Signature authority's name: Jason Fish per 15 A NC.AC 02T .0106(b)
Title: 'Vice President of Development
4. Applicant's mailing address: 300 South Tryon Street, Suite 200
City: Charlotte State: NCZip: 28202-
5, Applicant's contact information:
Phone number: (704).358-'1�000 Ema.tl Address: jtsh(a?spectrumcos,com
I.I. PROJECT INFORMATION:
1, Project name: The Villages atlwiallard Creek
2, Application/Project status:
n Proposed (New Permit) Existing Permit/Project
Ifa modification, provide the existing permit number: WQ0039457 and issued date: Sep 7, 2017
if new construction. but part of a master plan, provide the existing permit number: WQ00^_,_„_
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35. 6424" Longitude: - 0.74617"
5. Parcel ID (if applicable): 029-201-0'7
(or Parcel ID to closest downstream sewer)
Ii1. CONSULTANT INFORMATION:
1. Professional Engineer. Matthew L c bless, PE
Firm: Design Resource Group, PA
Mailing address: 2459 Wilkinson Blvd, Suite 200
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: [e-mail]
License Number: 034267
IV, WASTEWATER. TREATMENT FACILITY (WWTF) INFORM'A.TION:
1. Facility Name: Rocky River WWWTP Permit Number: NC0036269
Owner 'Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTT):
I. Permit Number(s): WO
System Wide Collectiq Svstena Permit Numb
Owner Name(s):
Downstream ('Receiving) Sewer Size:... inch
WQCS
Ff7RM: F 'TA, 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the 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 ❑N/A
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
El 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(201)
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ['Yes
D If ves, 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
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a.'
No. of Units
Flow
Apartment Units .
135 gal/day
322
43,470 GPD
Swimming Pool
860 gal/day
860 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
44,330 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(1) and (e)(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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:._ GPD (per 15A NCAC 02T .0114)
D 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
LI 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 DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
2924
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III 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
1. Pump station number or name: NIA
2. Approximate Coordinates (Decimal Degrees): Latitude: . • Longitude: -
3. Design flow of the pump station:
4. Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - ISA NCAC 02T .0305(h)(1)(13):
➢ 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 I5,000 gallons per day:
❑ Portable power source with manual activation,.quick-connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ 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. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I5A NCAC 02T .0305(f) & (g)
> 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes D No Z N/A
➢ 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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
• This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I5A NCAC 02T.0105(c)(6), 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
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑Yes ®No ❑N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®Yes ❑No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Epgirieer's Certification:
1,
(Professional Engineer s name fronf Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 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 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.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 02T .0106(b):
1, F!S1-/- VP* Or attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me 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 attachments are not included, this
application package is subject to being returned as incomplete. I 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 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 I43-215.6A and I43-215.6B, 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 $ 10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: ei Iv: 1 3
FORM: FTA 04-16 Page 5 of 5

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTE'E: Spectrum Properties Residen
PERMIT #: WQ0039457 ,1,10
PROJECT: The Villages at Concord MNIs
ISSUE DATE: 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.
P€RMITTEE'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
ENGINEERS CERTIFICATION
Date
l veer in the State of North Carolina,,
u y IsterFd Professional En i
having
name andlocation aobse ef:�t:ncc°d above forl the abovePermitt full time) the construction of the
p� jPermittee 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; 'ISA 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 rTaaterials,
North Carolina Professional Engineer's Seal w/signature & date:
Final Partial(include description)
Certification Com ents t tlaIifiers (attach if necessary):
:aur�.xe, i.tu',Itt^ f7a,sIit�=9w��a�i;na'r
igs.