WQ0040168_Regional Office Historical File Pre 2018

FILE
Water Resources
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Environmental Quality Interim Director
July 24, 2018
Mr. Jack Spencer, Member
Dogwood 10815 John Price LLC
2820 Selwyn Avenue, Suite 832
Charlotte, NC 28209
Subject: Permit No_ WQ0040168
Dogwood 10815 John Price LLC
Dogwood 10815 John Price Warehouse
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Spencer:
In accordance with your application received July 20, 2018, we are forwarding herewith Permit No.
WQ0040168 dated July 24, 2018, to Dogwood 10815 John Price 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 15013 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
�"Nothing Compares.-
State or North Carolina' Environmental Quality Water Resources i Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 € Mooresville. North Carolina 281 1 S
7041-663- I699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
t— OocuSigned by:
A444Pa4,44
F 161 FB69A2D84A3...
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Catherine W. Underwood, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Dogwood 10815 John Price LLC
Mecklenburg County
for the construction and operation of approximately 30 linear feet of 6-inch gravity sewer, a 0.003125
MGD pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and a
portable generator receptacle; as well as approximately 122 linear feet of 1.5-inch force main as part of
the Dogwood 10815 John Price Warehouse project, and the discharge of 1,250 gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application
received July 20, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
for
F161FB69A2D84A3...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040168
Permit Issued: July 24, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Dogwood 10815 John Price 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 McAlpine, Irwin,
Sugar Creek Wastewater Treatment Plant in accordance with Permit Number NC0024970, NC0024945,
and 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
1. No flow in excess of the quantity permitted herein, 1,250 gallons per day, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Dogwood 10815 John Price LLC and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect, [15A
NCAC 02T.0304(h)]
3. The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215,6A to §143-215,6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
4. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
4

family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h) (2)]
11. 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 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 027.0110]
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
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.
5

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.
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. 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 fai ureF 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 55O and/or spill over 1,000 gallons; or
c. Any 55O 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)]
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
6

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 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 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. 115A NCAC 02T .01161
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)]
7

9. A copy of the construction record drawings shall be maintained on file by the Per
the wastewater collection facilities. [15A NCAC 02T .0116]
tee for the life of
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)j
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))

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Dogwood 10815 John Price LLC
PERMIT It: WQ0040168
PROJECT; Dogwood 10815 John Price Warehouse
ISSUE DATE: July 24, 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 Engineer in the State of North Carolina,
having been authorized to observe (❑ 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 n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office! 6IO East Center Avenue. Suite 301 I Mooresville. North Carolina 26115
704 663 1699

STATE OF NORTH CAROLINA
COUNTY OF MeLkleA wrj
Permit No. f uQ Dt` O! or
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this o2 xa day of
Tuk y , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
%wok Sou---k usfrial Ceu w Cado rkiurt Owoers si a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNES SETH:
The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as 06•11wool 3,w-}j,. l usd�ri ! Ceitkr-
(hereinafter the Development); of operaffng, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction and
repair.
2 The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4 The Development was created subject to unitownership in the dwellings. units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
or 47F of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits -to be derived by each of the parties hereto,
the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to the
Disposal System in accprdance with the perinit and plans and specifications hereafter issued and approved
by the COMMISSION, and shall'thereafter properly operate and.maintain such systems and facilities in
-accordance with applfcab1e permit -provisions and law.
he ASSOCIATION shall provide in theDeclaration and Association Bylaws that the Disposal System and
art of the common elements and shall thereafter be properly maintained and
ppurtenances .thereto. arep
operated rn conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collecticir and` disposal system as a common element which will receive the highest priority for
;xpenditures bythe Association except. for Federal, State, and local taxes and insurance.
FORM: HOA' I 1-17 Page 1 of 2-

3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain, or construct the Disposal System beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance fund allocated for the facility and shall be part of
the yearly budget.
4 In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at anytime.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of govemment shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey .or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntarydissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION bythe issuance of a permit.
7 The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal. System.
9 A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filedand in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as inchcated by ea of•thq pa�r`ti named below:.
FOR THE ENVJRONMENTAL Ceg tartl D cars 644- ok. .
MAN . e i SSION S{� r Name ofASSOCIATION

0,0084, gtskattomensge'''
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 110,0___ (to be completed by DWR)
All item must be completed or the application will be returned
I. APPLICANTINFORMATION:
I. Applicant's name: DOGWOOD 10815 JOHN PRICE (company, municipality, l'10A, utility, etc,)
2. Applicant type: 0 Individual Corporation D General Partnership Q Privately -Owned Public Utility
Ej Federal State/County [1 Municipal El Other
3, Signature authority's name: Jack Spencer per 15A, NCAC 021 .0 I 06(b)
Title: Member
4. Applicant's mailing address: 2820 SELWYN AVENUE STE 83.2.
City: CHARLOTTE State: NC Zip: 28209-
5.. Applicant's contact information:
Phone number: [phone] Email .Address: [e-mail]
11. PROJECT INFORMATION:
I Project name: .Dogwood 10815 John Price
US
2, Application/Project status: Proposed (New Permit)
'NOR
MOO SV R EG NAL OF F
Existing Permit/Project
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): Latitude: 35. 20712' Longitude: -80.957748'
5. Parcel ID (if applicable): .20118123
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMA ION:
L. Professional Engineer: Catherine W. Under( License Number: 033470
Firm: CESI
Mailing address: 'PO Box 268
City: Concord. State: NC Zip' 28026-0268
Phone 'number: [phone] Email Address: [e-mail]
IV: WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: McAlpine Creek, Irwin Cre-k, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Charlotte WAter
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WVV"IFF):
1, Permit Number(): WQ Downstream (Receiving) Sewer Size: inch
S Widjjflr,":7T "tiltr!r's' icable): WQCS
Owner Name(s):
FORM: FTA 04-1.6
Page 1 of 5

3. ff the Applicant is a
4. Origin of wastewater: e.
El Residential Owned
El Residential Leased
0 School / preschool / day care
0 Food and drink facilities
Businesses / offices / factories
5: Nature of ‘, a
GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public C.
Yes
No
NIA
venie •
e and Necessity been attached'?
If the Applicant is a Developer of lots to be sold, has a Dweloper's Operational Agreement (FORM: DEVI been attached?
Yes EJNO NIA
jtQ&jl.,aflariOperational Agreement R)RM HOAI heen attached?
Yes DNA) ON/A
eck all that apply):
0 Retail (stores, centers, malls)
0 Retail with food preparation/service
El Medical dental veterinary facilities
0 Church
LJ Nursing Home
.er 00 % Domestic/Commercial 100 % Commercial
0 % Industrial (See I5A NCAC 021 .1)103(20))
s therc a PretreatmentProgram in effect?
0 Car Wash
0 Hotel and/or Motels
0 Swimming Pool /Clubhouse
El Swimming Poo Filter Backwash
0 Other (Explain in Attachment)
'es ' No
6. Has a flow reduction been approved under .15A N )2T ,0114(f)? LJ Yes No
s-,;• If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type OM
4(n)
eneral. Business and Office Facilities
Daily Design ;lo
gat/employee/shift
No. of 'Units Flow
10/5 1250 CiPD
ga:11
gall
CiPD
GPD
GPD
gal/
GPD
gall
GPD
Tow/ 1250 GPD
a See 15A. NCA 7, 02T .0 4 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 he used as vacationrentals as defined
in c.a., 42A-4),
b Per '15A NCAC 02T ,0114(c), design flow rates for establishments not identified [in table I5.A A(.702T,91.14], shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1250 GPD (per 15.A NCA(2 021 ,0 1 14)
Do not include future flows or previously permittedallocations
if permitted flow is zero, indicate why:
Li Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Ei Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Expl
.FORM: ETA 04-16 Page 2 of 5

VII GRAVITY SEWER DESIGN CRITERIA ''f Applicable) - 02T .0305 &
I. Summarize gravity sewer to be permitted:
• Section 11 & 111 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
VIU. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T ,0305 & MDC 'Pturuip StationsiForceMains:v
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
Approximate Coordinates (Decimal Degrees): Latitude: 35.133960Longitude: -80.597028
3. Design flow of the pump station: 0,003125 millions gallons per day (firm capaci(y)
4. Operational point(s) of the purnp(s): LI gallons per minute at 34 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
She (inches)
1.5
Length (feet)
122
Alaterial
pvc
6. Power reliability: in accordance with .15A NC 02T 0.305(h)(
LI Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
• 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 02T
.0305(h)(1)(C)
or
D Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)( )(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,
Lithe 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(0):
1. Does the project. comply with. all separations found in 15A NCAC 02T 0305t &(u.) Yes D No
searations that shall
A NCAC 0271 030(0 contains minim
sewers and other
Setback Parameter*
Liltics not listed 'below (vertical)
Water mains vertical -water over sewerincluding in benched trenches)
-liter mains (horizontal)
„Reda' ed water lines cal - r
cclai
e provided for sewer systems:
Separation Required
24 inches
1.8 inches
10 feet
cd over sewe
Reclaimed waterlines orizontal - reclaimed over sCWe
18 inches
*Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded e. s used as a source of dri iking water
**Waters classified W.S (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or 'de elevatio and wetlands (see item IX.2)
*A.ny other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
00 feet
50 feet
10 feet
Any building foundatioi
5 feet
Any basemen
Top slope of embankment or cuts of2 feet or n
Drainage systems and interceptor drains
.An.y swimming pools
Final earth grade (vertical)
0
0 fect
5 fee
0 feet
36,inches
1.5A NCAC 02T,0305(g) contains alternatives where .separations in 0.21T.0305(1) cannot be achieved,
"Stream classifications can be identified using the Division's lassiflijtions webpage
• If noncompliance with 02T.030510 or( g), see Section .X of this application
Does the project comply with separation requirements for 'wetlands? (50 feet of separation) El 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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B ,0200?
▪ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained troll.) the 40.1 &Buffer Permitting Branch
El Yes No
NIA
5. Does project comply with ISA NCAC 02T.0105(e)(0l (additional permitsfeertifications)? Yes LJ No
Per 1,5A NCAC 021.0105(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 1.5, N -.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,
El Yes No NIA
▪ Elyes, include an attachment with details for each inc.lincluding type (aerial line, size, material, and locati
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 ISA NCAC 02T, the Minimum Design Criteria foLthe Permitt
and Force Mains (lat:_est version), and the Gravity Sewer Nlininultn Design Criteria latest ve:si nti as applicable?
Yes Ell No
IfNo, complete and submit the VarianceiAlternative 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 Engineer's Certification:
Catherine Wolf Underwood
(Professional Engineer's name from Application It:el/1111,1)
115
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 tny 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 sealsignifies that .1 have reviewed this material and.
have judged it to be consistent with the proposed design,
NOTE — In accordance with General Statutes 143-2.15.6A. and 143-215.613, any person who kno g y makes any false
statement, representation,. or certification in any application package shall be guilty of a Ass 2 erneanor, 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 15.A NCAC 021' .0106(b):
Jack Spencer, Member
Signature Authority's name & title from Application Item 1.3,)
ioN
07/16/2018
attest that this. application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if alErequired 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated, I also understandthat if all required parts of this application package are not completed and that if
all required supporting information a.n.d attachments are not included, this application package will be returned. to me as
incomplete.
NOTE —In accordance with General Statutes 143-215„6A and 143-215,68, 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: 07/16/2018
FORM: FTA 04-16 Page 5 of 5

STATE of NORTH CAROLINA
DEPARTMENT of the SECRETARY of STA t
ARTICLES of ORGANIZATION
LIMITED LIABILITY COMPANY
SOSID: 1613456
Date Filed: 7/28/2017 8:58:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C201.7 208 00522
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
ARTICLE I.
The name of this limited liability company is DOGWOOD 10815 JOHN PRICE LLC.
ARTICLE 11.
The name, title, and address of the person executing these articles is Marsha Siha, Organizer, at 17350 STATE
HWY 249 #220, HOUSTON TX 77064.
ARTICLE 11I.
The name of the initial registered agent is DOGWOOD HOLDINGS LLC. The street address and county of the initial
registered office of the limited liability company is 2820 SELWYN AVENUE, CHARLOTTE NC 28209, in the County
of MECKLENBURG_
ARTICLE IV.
The street address and county of the principal office of the limited liability company is 2820 SELWYN AVENUE,
STE 832, CHARLOTTE NORTH CAROLINA 28209, in the County of MECKLENBURG.
ARTICLE V.
The limited liability company is to be member -managed. All members by virtue of their status as members shall be
managers of this limited liability company.
ARTICLE VI.
The limited liability company shall indemnify its directors, members, managers, officers, employees, and agents to
the fullest extent provided by the laws of the State of North Carolina now or hereafter in force, including the advance
of expenses under the procedures provided by such laws.
ARTICLE VII.
These articles will be effective upon filing.
ARTICLE VIII.
The names and addresses of the initial members of the limited liability company are:
DOGWOOD HOLDINGS LLC - 2820 SELWYN AVENUE STE 832, CHARLOTTE, NORTH CAROLINA 28209
SNH INVESTORS LLC - PO BOX 470487, CHARLOTTE, NORTH CAROLINA 28247
Dated: July 27th, 2017
I(04y2.), /.).L -
Marsha Siha, Organizer

The proposed building is being designed and constructed on a spec basis, with
the final use being subject to change. The design of the building is as a
warehouse/small business building and is designed for 5 condo/tenant spaces
The building has 5 loading bay doors.
15a NCAC 02t.0114 has two possible design flow rates for this use
Option #1: General business and office facilities: 25 gal /employee/shift
Option #2: Warehouse: 100 gal. per day/loading bay
As the first option will generate a higher average daily flow rate, this
calculation will be used to design the liftstation
Assuming that each tenant space is occupied (5 spaces total), and each space has
ten employees (7 working in the warehouse space and 3 office employees):
(25 GPD/employee/shift)*10 employees*5 tenants =
Maximum Daily Flow = 1,250 GPD * 2.5 =
Peak Daily Flow =1250 GPD * 2.5
1,250 GPD Average Daily Flow
3,125 GPD Maximum Daily Flow
3,125 GPD Peak Daily Flow

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Dogwood 10815 John Price LLC
Project Name for which flow is being requested: Dogwood 10815 John Price Warehouse
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
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
£ Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flaws are in MGD
99.00
11.48
65.008
0.002
76.490
77.3%
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:
Pump
Station Firm
(Name or Capacity, *
Number) MGD
Steele Creek
(A)
Design
Average Daily
Flow**
(Firm/pi),
MGD
7.900 3.16
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated
MGD MGD Flow
4.135 0.812 4.947
Available
Capacity* **
-1.787
* 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.
Downstream Facility Name (Sewer): Office Park Drive
Downstream Permit Number: WQ000541 1
Page 1 of 6
FTSE 04-16

III. Certification Statement:
Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
CSC z 5/24/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
16.4 % and 0.812 MGD of the Available Capacity (E) in Pump Station
Steele Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.812 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Steele Creek LS Replacement and FM Relocation is in design or under construction with
planned completion in October 2018 ; and/or
d. The following applies:
The Steele Creek Pump Station Replacement Project will provide a new regional facility capable of handling
build -out flows for tributary basins and includes a new 30-MGD pumping station, approximately 35,000 LF
of 36-inch diameter force main, demolition of the existing pump station, and other additional work. The
Steele Creek Pump Station Replacement Project is approximately 60% complete, with substantial completion
expected by October 1, 2018.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
1 understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Cz3� 5/24/2018
Signing Official Signature Date
Page 3 of 6
FTSE 04-16

Z USGS
raCui Of NE Nrif'€. *
a .d9+se1w SM.
dowr:;r'',r
project.
Mna.CVADECAK,E
x.d4wsS.[ s6x['a
FOOT M6L:, SC $C
xa.s

Price Rd.
Lc
14,
ion

July 1, 2018
Attn: Debbie Lockman
State of North Carolina Departm nt oaf Fn iro nrn nt l Quality
lit
Division of Water Resources
610 E. Center Ave.
Mooresville, NC 811
R: Dogwood 1081 Jahn Price 'Warehouse
Fast -Track Sewer System Extension Aonlicaon
Enclosed, please find the check you asked r in the rroraunt 0.00. C . PI ase accept our
apologies.
Please contact rye i you have any cluesions r concerns,
Very Respectfully,
Skarlet PF"firEI
Engineering Intern
704 '7'86-S404 ext. 1045
[e-mail]

July 1G,2018
Attn:
Stirveyliig
StateofNorth Carolina Department ofEnvironmental Quality
Division of Water Resources
51UE.Center Ave.
Mooresville, NC,Z8115
Re: Dogwood 10815]ohn Price Warehouse
Fast -Track Sewer System Extension Application
-
Enclosed, please find the following items in support of our Fast Track Sewer System
Extension. this project Application for the above -referenced project.
1. One (1) original and one (1) copy ofthe application FTAU4-16
3. Application fee in the amount $480, made out to NCDE[}
3. Two (2) copies ofthe North Carolina Secretary ofState corporation
documentation.
4. Two (2) copies of the Flow Tracking/Acceptance Form FTSE 04-16.
S. Two (3) copies 8.5x11 color copy of 0SGG Topographic Map
6. Two (2) copies of the street level map (aerial) of the general project area.
7. Two (2) copies of the Operational Agreement (Form H(3A)
8. Two (2) copies of the Articles of Incorporation, Declarations, and By -Laws.
9. Two /2\ sets of the plans @ 34" X 36° (signed and sealed)
10. Two /2\ sets of the |iftstation calculations (signed and sg3|gd)
Please contact me if you have any questions or concerns.
Very Res,ot.Ltfully,
07/16/2018
Kate Underwood, PE
Vice President Civil Engineering
(704) 786-5�404 ext.2007
[e-mail]

FAST TRACK SEWER ENGINEERING CERTIFICATION
P6Rm1[TTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Dogwood l0815John Price LbC
VVQOO48168
Dogwood 10Q15John Price Warehouse
July I4,2018
This project shaUnotbecmnsidenedcomnp|eAenoraOowedtoopenabeinaccomdancevvbh Condition 7of
this permit until the Division has received this Certification and all required supporting documentation. It
should bmsubmitted |nmmanner 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 Oum/ 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 Perm|ttee to
appropriate enforcement actions. The Pernmittee is responsible for tracking all partial certifications up
until afinal certification isreceived. 4Final Certification shall beacomplete set nfrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
Lthe undersigned agent for the Penn/ttee hereby state that this project has been constructed pursuant
tothe applicable standandxQL requirements, the Professional Engineer below has provided app|iceb|e
des' n/cmnytruchon information tothe Pennittee, and the Pennitteeis prepared tnoperate & maintain
the wa!stewater collection system permitted herein or portions thereof.
�,,?wwce-ft_
Printed Name, Title
ignature Data
ENGINEER'S CERTIFICATION
as a duly registered P r in the State of North Carolina,
havin8 been authorized to o periodically, | _ vveeWK r
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:
rV Final Partial (include description)
0
Certification Comments/Qualifiers (attach ifnecessary):
State (if Non I iCaro knu, Fn vi ron menwl Quai i ly | Water xmomcea}Water QuaQua I iry R egi onal opnn^ons