WQ0040038_Regional Office Historical File Pre 2018

FILE
Water Resources
Environmental Quality
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
June 20, 2018
Mr. Darren Lucas, Member/Manager
Steele Creek Rivergate Apartments, LLC
3010 High Pine Church Road
Asheboro, NC 27205
Subject: Permit No. WQ0040038
Steele Creek Rivergate Apartments, LLC
Steele Creek Multi Family
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Lucas:
In accordance with your application received June 1, 2018 and additional information received June 20,
2018, we are forwarding herewith Permit No. WQ0040038 dated June 20, 2018, to Steele Creek Rivergate
Apartments, 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 In: 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 1501 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.
`' outing Comsares.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 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 [phone]
or via e-mail at [e-mail].
Sincerely,
1.-40.CDocuSigned by:
"1" '5.4:it.- MI-
1 45949E225C9464,.
For by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeremy Icard, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

For
NI-IZ
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
Steele Creek Rivergate Apartments, LLC
Mecklenburg County
for the construction and operation of approximately 1,265 linear feet of 6-inch gravity sewer as part of
the Steele Creek Multi Family project, and the discharge of 56,855 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received June
1, 2018 and additional information received June 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.
DocuSiiggned by. /
E-0A.
14SB49E225C94E&..
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040038
Permit Issued: June 20, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Steele Creek Rivergate Apartments, 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 Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970,
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 shalt 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, 56,855 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. 115A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Steele Creek Rivergate Apartments,
LLC and Charlotte Water for the collection and final treatment of wastewater is in full force and effect,
[15A NCAC 02T.0304(h)]
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. f15A NCAC 02T.01151
ll. 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
4

supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. 115A 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]
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.
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 Prograrn shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows,
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility,
j. Documentation shall be kept for Subparagraphs (a) through (i) af 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 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. 115A 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.
6

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 .0116] .
8. Gravity sewers installed greaterthan ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North

Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)1

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Steele Creek Rivergate Apartments, LLC
PERMIT #: WQ0040038
PROJECT: Steele Creek Multi Family
ISSUE DATE: June 20, 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
1, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (❑ periodically, n weekly, I 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 I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No. W 0 001 Da 3 S
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this • 1)C) day of
3 UST€ O-E t , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Steele Creek Rivergate Apartments, LLC , 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.
WITNESSETH:
I. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Steele Creek Rivergate Apartments
(hereinafter the Development); of operating, 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.
3. 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 unit ownership 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:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to the
Disposal System in accordance with the permit 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 applicable permit provisions and law.
2 The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in 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, collection and disposal system as a common element which will receive the highest priority for
expenditures bythe Association except for Federal, State, and local taxes and insurance.
FORM: HOA 11-17 Page 1 of 2

3. The ASSOCIATION -shall provide in the:° Declarationand°Association .:Bylaws that the -Disposal ' System will
be maintainedout ofttie"cammon oxpenses:°'ln 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 end Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance fluid allocated for the facility and shall be part of
the yearlybudget. '
In the event the common:, expense allocation and separate fund(s) are not. adequate for the. construction,
repair, and maintenance rofthe Disposal System, the Declaration ands 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 government 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 easementsas the
governmental emit niayrequire as.conditlon:of accepting the. Development's wastewater.
Recognizing .that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylawsthat the.ASSOCIATION shall not eater into voluntary dissolution
without first having,transferred its said system and facilities to some person, corporation or other entity
acceptable'te and approved :by the COMMISSION' bythe issuance of a permit.
•
The-&SSOCIATIQN shall not :transfer, convey, assign or otherwise:relinquish or release: its .responsibility
for the. operation' and maintenanceof its Disposal System' until a. permit has been reissued to the
FOR`[ - ENVIFLONWNTAL
MANAOEMBN MMISiON
retinda Culpepper
Interim Director, Division of Water Resourees
ASSOCIATION'S successor:.
'lie .agreements set forth innumbered paragraphs3; 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 t:he.Disposat Systent
Acopy •
of this agreement shall be filed' at the -Register of Deeds in the County(es) where the Declaration is
filed and in the offices ofthe Secretary of Stateof North Carolina with-tbe, Articles ofincorporation of the
Association,
IN WITNESS WHEREOF, this,agreement was executed.in duplicate: origi als;by the duly authorized
representative of the parties hereto on the: day and yeac,writtea as�indicated:by:each•ofthe parties named below:
Steele :Creek` Rivet gate Apartments. LLC
Nanie ofASSOCIATEON
(Signattire),
:,barer. Lucas Member/Manager
,Print Natireland.Title
FORM. HOA 1147,
7
(Date) )
Page•2 oft
CO �

DIvIt ion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
i 5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: % 0'38(to be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Steele CreekRivergate Apartments, LLC (Darren Lucas) (company, municipality, HOA, utility, etc.)
2. Applicant type: U Individual
[� Federal
Corporation El General Partnership 11 Privately -Owned Public Utility
ID State/County E Municipal
3. Signature authority's name: Darren Lucas per 15A NCAC 02T ,0106(b)
Title: Member/Manager
4. Applicant's mailing address: 3010 High Pine Church Rd.
City: (Asheboro State: NC Zip: 27205-
5. Applicant's contact information:
Phone number: [phone] Email Address: Darren Lueas(cc:yahoo.com
Other
RECEIVED/NC:DEN
WOE tM4
MOO,ERERV LLE REMNAL.O
II. PROJECT INFORMATION:
1. Project name: Steele Creek Multi Family
2. Application/Project status: © Proposed (New Permit) LI Existing Perrnit/Preject
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, Approxitnate Coordinates (Decimal Degrees): Latitude; 35.098' Longitude:-80.991 °
5. Parcel ID (if applicable): 219-06-117
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy Icard License Number: 026491
Firm: LandDesign Inc.
Mailing address: 223 N. Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: jicard{clanddesign.com
IV. WASTEWATER TREATMENT FACILITY (WWI INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number; NC0024970, NC0024945, NC0024937
Owner Name: charlotte Water
V. RECEIVING DOWNS I`REAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection. System. Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. 'GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes ENo N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement 'OR 4; DIM been attached?
Yes N/A
Association, has an Operational Agreement (FORM: HOA) been attached?
Z Yes ON° LJNIA
3, If t.h.e Applicant is a lioine/Prom
4. Origin. of wastewater (check all -t.
El Residential Owned
Residential Leased
LIJ School / preschool / day care
EJ Food and drink facilities
El Businesses offices / factories
at apply):
L] Retail (stores, centers, malls)
LI Retail with food preparation/service
Medical / dental / veterinary facilities
fl Church
El Nursing Horne
El Car Wash
LI i Hotel and/or Motels
El Swimming Pool /Clubhouse
LI Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
5. Nature of wastewater 19Q % Domestic/Commercial Commercial
% Industrial (jJjjC 021 „0103(20.1)
there a Pretreatment Program in effect? LI Yes E No.
6. Has a flow reduction been approved under 15.A NCAC 02T .011.41(1)? El Yes LI No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 WM)
Appartment
Daily Design Flow 3'1)
135 gal/Day
No. of Units Flow
408 55,080 GPD
Pool
10 gal/Day
165 1650 GPD
Leasing Office
25 gal/Day
gal/
5 125 GPD
GPD
gal/
gal/
GPD
GPD
Total 56,855 GPI)
a See 15A 'NCAC 02T .0114(b). (d). (e)( I) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public a.ceess 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,01.14] Shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. 'Wastewater generated by project: 56,855 GPD (per 15A NCAC 02T .(1,114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
E Pump Station or Gravity Sewer whereflow will be permitted in subsequent permits that connect to this line
[1] Flow has already been allocated in Permit Number:
LI Rehabilitation or replacement of existing sewer with no new flow expected
LI Other (Explain);
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
6"
Length (feet)
1,265
Material
PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section II1 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
Vldl. 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude:
3. Design flow of the pump station: millions gallons per day (firrn capacity)
4. Operational point(s) of the purnp(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
feet total dynamic head (TUH)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(I3)
> 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
❑ 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.
To 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 tirneframes, 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 .0305(t) & (g)
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems;
El Yes EJNo
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines horizontal - reclaimed over sew
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), 13, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item,IX.2
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drai
Any swinuning pools
Final earth grade (vertical)
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
> 15A NCAC 021.0305(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 vvebpage
> 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) Z Yes El No ri 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 El No NIA
> 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 El No
5. Does project comply with 15A NCAC 02T,0105(c)(6) (additional permits/certifications)? Yes Ej No
Per 15A 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.
El Yes No E N/A
> If yes, include an attachment with details for each line, including type (aerial fine, size, material, and location).
High priority lines shall be inspected by the perrnittee 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. CERTIFICATtrONS:.
Does the submitted system comply with 15* NOW tit
and Force Mainsiljtc v lots). and the (iu' itwy Sew
Yes
DNo
appl
-able?
If No, complete and submit the Variance/Alternative Design Request application (VAD:)C 10-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's Certification:
oteskional Enginee
Application Item. III.
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plank 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 EDesiign Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria far 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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE _. In accordance with General Statutes 143-21.5,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a (('lass 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:
Applicant's Certification per 15A NCAC U2°1" .0106(b):
I, Dec mmc ,.s ..__. -_ M
(Signature Authority's name & title from A ccation Item 1.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best airily 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. twill 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 2 t A and 14 ,,.' l s F . an person lao 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.
Signatur
Dat
FORM: FTA 04-16
Page .5 of 5

Divlslon of W41te`r Resources
APPLICANT INFOI
1. Applicant's name:
2. Applicant type:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-I6 & SUPPORTING DOCUMENTATION
Application Number
Nova
completed by D
Alt items must be completed or the application will be returned
ATION:
A
Individual E Corporation
WOPOS
df arren I ucas) (company, municipality, IIOA, utility, etc.)
❑ General Partnership Ell Privately -Owned. Public Utility
❑ Federal 0 State/County ❑ Municipal
3, Signature authority's name: Darren Lucas per 1 C 02T . 106
Title: Member/Manager
4. Applicant's mailing address: 3010 High Pine Church Rd.
City: Asheboro State: NC Zip: 27245-
Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT .INFORMATION:
1. Project name: Steele Creek Multi Family
2. Application/Project status:
Proposed (New Permit)
Other
❑ 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: 35,09$'Longitude:-80,991
5. Parcel ID (if applicable): 219-06-117
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1, Professional Engineer: deremv Icard License Number: 026491
Firm: LandDesi,• ' Inc,
Mailing address: 223 N. Graham Steeel
City: Charlotte State: Lc Zip: 28202-
Phone number: [phone] Email Address: licard c"!landdesitgn.com
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION;
1. Facility Name: McAlpine Creek, Irwin Creek. Sugar Creek Permit Number: NC00249
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I, PerrnitNumber(s): WQ
Downstream (Receiving) Sewer Size: inch
Sv tcrtt de °r lle otiltrtS stern Permit l urnbezt s! fif at talicab
Owner'Name(s):
WQCS
C0024945, NC0024937
FORM: f"TA G)4-1.6
Page 1 of 5

VI. GENERAL REQUIREEMENTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and. Necessity been attached?
E 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
If the Applicant is a .Ho
rp
of erty Owners Association, ltas at2(>t eraiionalA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
Ij Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
LJ Businesses / offices / factories
® Yes ❑No ❑N/A
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
e:
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect? ❑ Ye
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? El Yes LI No
A If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
Establishment Type (see 02T.0114
Appartment
Pool
Daily Design Flow ,b
135 gal/Day
10 gal/Day
`FORM: HOA1 been attached?
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
No
No. of Units
408
165
Flow
55,080 GPD
1650 GPD
Leasing Office
25 gal/Day
gal/
gal/
125 GPD
GPD
GPD
gal/
Total
GPD
56,855 GPD
a See JSANCAC 02T ,0114(b), (tl.),.(c)(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: 56,855 GPD (per 15A NCACO21',01,14)
A 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 pets that connect to this line
© Flow has already been allocated in Permit Number:
LJ 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 &
1, Summarize gravity sewer to be permitted.:
Size (inches)
6'
Length (feet)
1,265
)C ;ravits
Material
PVC
A Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A 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
VIM 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:
Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the purnp(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
El Standby power source or pump with automatic activation and telemetry, - 15A NCAC 02T .0305(h)(l)(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 I5A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
A 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

DC. • SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .030 (f) :
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (0
• 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer s stems:
Yes El No
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines - reclaimed over sewer)
Reciairned water lines (horizontal - reclaimed over sewer)
24 inches
18 inches
10 feet
18 inches
2 feet
**Any private or public water supply source, including any wells, WS-1 of Class I or
Class II impounded reservoirs used as a source ofdrinking water 100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.2) 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of emb
10 feet
5 e t
10 feet
ent or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools
Final earth grade (vertical)
10 feet
36 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
• **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(f) or igh see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes LI No El N/A
9 See the Division's draft separation requirements for situations where separation cannot be meet
9 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? E Yes E No [1:1 N/A
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 from the 401 & Buffer Permitting Branch
El Yes IIjNo
5. Does project comply with 15A NCAC 02T.0 5 c 6) (additional permits/certifications)? Yes El 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, liigh-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 Ej No N/A
9 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 perinittee 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 I5A 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 a No
1fNo, completeand submit the VariancelAlternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fist Track Application and supporting documents.
2_
Professional Engineer's Certification:
1,
Jeremy S. !card attest that this application for
(Professional Engineer's name from Application Item I11_1.)
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 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 I43 215.6A and .143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
‘ �H C�RO
0 ••• s (,
•
�2Q y i
f EAL/r
264
Fd9}' S . �G
����111111Iti�
3. Applicant's Certification per -15A NCAC 02T .0106(b):
1, Daren Lucas _ attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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 suppaxtmg 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-
discbarge 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 aad attachments are not included; this application package will be returned to me as
- incomplete.,
NOTE — In accordance with General Statutes 143-215.6A and 14.3-215 6B, any person who knowingly makes any false
statement,_rrprtatiok or certification in anyapplication package _shall be guilty of a' Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as'civll penalties up,to S25,600 per violation.

May 25, 2018
ENGINEER'S REPORT
Steele Creek Multi -Family
LDI Project No. 1016351
SEWER SYSTEM APPLICANT:
Steele Creek Rivergate Apartments, LLC
3010 High Pine Church Rd.
Asheboro, NC 27205
DEVELOPER:
Steele Creek Rivergate Apartments, LLC
3010 High Pine Church Rd.
Asheboro, NC 27205
DESCRIPTION:
The site consists of approximately 41 acres. The property is zoned UR-2 (CD) and
will consist of 408 apartment units and approximately 1,265 LF of 6" PVC sewer
main on -site that will make up the private system. Flows from the project will be
sent to the McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment
Plants (NPDES permit numbers NC0024970, NC0024945, NC0024937).
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site will be approximately 56,855 gallons per day. The
demand is based on 408 apartment units at 135 gallons per day/unit, a pool with 165
users at 10 gallons per day/user and a Leasing office with 5 employees at 25 gallons
per day/employee. New mains are expected to have a minimum 50-year service life.
The system will be constricted by the Developer per Charlotte Water Standards and
Specifications and services will be billed by the City of Charlotte in accordance with
their standard rate schedule.
N:1 2016110163511OOCSIPERMITTINGTERMIT FORMSIPRVT SS NCOEQ11016351-ENGINEERS REPORT SEWER.00C LANDDESIGN, INC.

Polaris 3G Map -- Mecklenburg County, North Carolina
12813 Walker Branch Dr.
©ate Printed: 5/5/203 ` 2:46:45 P
This map or report is prepared for the inventory of real property within Meckktenburg County and is compiled from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records and d
Users of this map or report are hereby notified that the aforementioned public prirnary information sources should be consulted forverification, Mecklenburg County an
responsibility for the information contained herein.
mapping contractors assume no legal

EX, SEWER --
PROP, SEWER CONNECTION
P SE° ER CONNECTION

CHARLOTTE
WLTE! R
June 5, 2017
Mr, Jeremy Icard
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
STEELE CREEK MULTI -FAMILY
12813 WALKER BRANCH DRIVE, CHARLOTTE NC
CLTWATER TRACKING# 2017778
After an analysis of the sanitary sewer associated with the proposed design of project, Steele Creek.
Multi -Family, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 56,855 gallons per day (408 apartment units x 135 gpolunit; 165 person pool x 10
gpd/person; 5 employee office x 25 gpdfemployee) at the connection point(s) indicated on the
submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES
permit number NC0024970, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see attached NC DEQ FTSE
form,
Charlotte Water (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.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is 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 not obtained construction has not started
within one (2) year of issuance of this flow acceptance, and payment for any service connections
have not been received within (2) year of issuance of this flow acceptance Letter, 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,
� �e
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Bivrl ch rlotte, NC 2 216 char .e ater.org
Operated by the City of Charlotte

'Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LandDes ign, Inc.
Project Name for which flow is being requested: Steele Creek Multi -Family
More than one FTSE may be required for a single project if the owner of the WYYTP is not responsible for all pump
stations along the route of the proposed tivastewaterfiow.
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 II: NC0o24970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flares are in MGD
99.0
11.936
62.896
0.057
74.889
75.7%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Steele Creek
7.90 3.16
3.98 0.96
4.95 -1.79
* 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): Walker Branch Out fall, Tributary 1 (1992)
Downstream Permit Number: WQ0005993
Page 1 of 6
FTSE 04-16

III. Certification. Statement:
j Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which 1. am the responsible party.
Signature oft is form indicates acceptance of this wastewater flow.
Signing 1eia1 Signature
oeo I7
D fe
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
19.6% % and 0.969 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. 969 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 March 2018 ; and/or
d. The following applies:
The Steele Creek Pump Station replacement pro'lect will provide a new
regional facility capable of handling build -out flows in the basin.
Construction is expected to be complete by March 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.
I understand that this does not relieve the collection system owner from complying with G.S.
I43-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Page 3 of 6
FTSE 04-16

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Limited Liability Company
Legal Name
STEELECREEK RIVERGATE APARTMENTS, LLC
Information
Sosid: 1522816
Status: Current -Active
Annual Report Status: Current'
Citizenship: Domestic
Date Formed: 6/8/2016
Fiscal Month: January
Registered Agent: ACBC Properties, LLC.
Addresses
Principal. Office Reg Office Reg Mailing Mailing
1640 US Hwy 64 West 1640 US Hwy 64 West PO Box 280 PO BOX 280
Asheboro, NC 27205 Asheboro, NC 27205 Asheboro, NC 27204 Asheboro, NC 27204
Company OfficiaLs
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Chad Branson
PO BOX 280
ASHEBORO NC 27204
Managing Member
Brian Lucas
PO BOX 280
ASHEBORO NC 27204
Administrative Member
Stephanie Branson
PO BOX 280
ASHEBORO NC 27204
Managing Member
Darren Lucas
PO BOX 280
ASHEBORO NC 27204
Managing Member
Carrie Coleman
PO Box 280
Asheboro NC 27204
https://www.sosnc.gov/online_services/search/Business Registration_Results
5 /31 /2018

CREATING PLACES
THAT MATTER.
May 25, 2018
ENGINEER'S REPORT
Steele Creek Multi -Family
LDI Project No. 1016351
SEWER SYSTEM APPLICANT:
Steele Creek Rivergate Apartments, LLC
3010 High Pine Church Rd,
Asheboro, NC 27205
DEVELOPER:
Steele Creek Rivergate Apartments, LLC
3010 High Pine Church Rd.
Asheboro, NC 27205
DESCRIPTION:
The site consists of approximately 41 acres. The property is zoned UR-2 (CD) and will consist of 408
apartment units and approximately 1,265 LF of 6" PVC sewer main on -site that will make up the private
system. Flows from the project will be sent to the McAlpine Creek, Irwin Creek, and Sugar Creek
Wastewater Treatment Plants (NPDES permit numbers NC0024970, NC0024945, NC0024937).
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site will be approximately 56,855 gallons per day. The demand is based on
408 apartment units at 135 gallons per day/unit, a pool with 165 users at 10 gallons per day/user and a
Leasing office with 5 employees at 25 gallons per day/employee. New mains are expected to have a
minimum 50-year service life. The system will be constructed by the Developer per Charlotte Water
Standards and Specifications and services will be billed by the City of Charlotte in accordance with their
standard rate schedule,
LAN©DESIGN+COM
223 N. GRAHAM STREET • CH:ARLOTTNC i8 22 • 704,333.0325
CHARLOTTE • WASHINGTON D.C. • DALLAS ORLANDO • SAN FRANCISCO • BOULDER

rr;t:xra
es Curley
TO
1016351 STEELE CREEK
MULTI -FAMILY
1016351
Steele Creek Multi Family Fast
Track Sanitary Sewer Submittal
For your approval
Barry Love
1610 E Center Ave #301
Room # 3323
Mooresville NC 28115
United States
Barry,
and Design
NCDENR
Mooresville Regiona
Office
Transmittal
5/25/2018
00033
Mail
anddesign,com
barryiove@ ncdenr.gov
Please find the attached package as our fast track sewer submittal for
Steele Creek Mufti Family in Charlotte, NC. Steele Creek Multi Family
sanitary sewer will serve 408 apartments, one pool, and a leasing office
with 5 employees with an average daily discharge of 56,855 gallons per day
of waste water. With this submittal we are hoping to obtain a construction
permit for the subject private sanitary sewer system. The listed items
below are included in this package for your review.
• Application Fee of $480.00 made payable to "NCDEQ"
Fast Track Application
• Flow Acceptance
• Site Maps
Let me know should you have any questions..
Thanks,
JAMES CURLEY
Designer y Charlotte (o) 704,333.0325
Charlotte Washington DC 1 Dallas Orlando V San Francisco I Boulder
La ttt ictra am j @LandDesignInc
NRiDlev