WQ0038862_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
November 29, 2016
Robert T. Drakeford, Manager
The Drakeford Company, LLC
1914 Brunswick Avenue
Charlotte, NC 28207
PAT M:RORY
Gov mor
DONALD R. VAN DER VAART
Secri a y
S. JAY ZIMMERMAN
it mr
Subject: Permit No. WQ0038862
The Drakeford Company, LLC
The Mews at Morningside
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Drakeford:
In accordance with your application received November 14, 2016 and additional information received
November 21, 2016, we are forwarding herewith Permit No. WQ0038862 dated November 29, 2016, to
The Drakeford Company, 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until rescinded and shall be subject to the conditions and limitations as specified therein.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 150B 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.
al Quality I Water Resources I Water Quality Regional operations
et ntea 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,
e-V1r byW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Christopher Fleck, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 9

• 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
The Drakeford Company, LLC
Mecklenburg County
for the construction and operation of approximately 195 linear feet of 6-inch gravity.,sewer and 28 linear
feet of 8-inch gravity sewer; a 0.00247 million gallon per 'day pump station with 14 gpm@12.1' TDH
operational point, as well as 230 linear feet of 1.5-inch force main to serve 13 townhome units as part of
The Mews at Morningside Sanitary Sewer project, and the discharge of 2,470 gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application
received November 14, 2016 and.additionaI information received November 21, 2016: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
co ition n • limitations contained therein.
fin. by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section .
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038862
Permit Issued: November 29, 2016
Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
The Drakeford Company, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024937.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 2,470 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 The Drakeford Company, LLC and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)1
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-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
4. 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]
i1. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)1
Page 4 of 9

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.
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.
Page 5 of 9

j.
3. Grease education materials shall be distributed more often than required in Parts (1) and
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways,andeayementsshaUbamaintaiomdintbeful\eascmentvvkdthfonperm»nna|and
equipment accessibility.
Documentation shall bekept for Subparagraphs (a) through (i)nfthis Rule for aminimum ofthree
years with exception of the map, which shall be maintained for the life of the system.
G. The Permittee shall report by telephone toawater resources staff member at the Mooresville
Regional Office, telephone number (7Q4)663'1699^assoon aspossible, but innocase more than 24,
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
nfadequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.;or
b. Any 3SOand/or spill over l,O0Qgallons; or
c. Any 5SOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report, Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number (800) 858~0368 or(3l9)733'33Q0.
Persons reporting any ofthe above occurrences shall file aspill report 6ycompleting and submitting
Part | of Form CS -SS[) (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken o,proposed tobetaken to
ensure that the pr#b�iwrndoes, not recur. Part ||ofForm CS-5SC](or the most current Division approved
form) can also becompleted 10show that the SSDwas beyond control. [G.5.l43-21S.1C(a1)]
G. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters efthe State. [15ANCACOZT.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 tothe address provided onthe form. Acomplete certification isone where the form io
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions,
0fthe permit hoissued twaprivate entity with amOperational Agreement, then acopy uf 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.
Acomplete certification is one where the form isfully 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) ofthe wastewater collection system extension. Final record drawing's should be clear on
Page 6 of 9

I
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. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. if there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)1
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)1
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)]
Page 7 of 9

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
Page 8 of 9

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
The Drakeford Company, LLC
WQ0038862
The Mews at Morningside
November 29, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required -documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and -shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof. -
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, • , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (1-1 periodically, 0 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:
El Final [] Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I WaterResources I Water Quality Regional Operations
Mooresville Regional Of icel 610 Fast Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

ti
. STATE OF NORTH CAROLINA
COUNTY OF
Permit No. 1 `/ 6d03,s'e..
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this (p day
1 QV i6 A, Zed & , by and between the North Carolina Environmental Management
Commission, .an _ agency of the State of North Carolina, hereinafter known as the COMMISSION; and
S "ERM q 04A LLB° , , a corporation/general partnership registered/licensed to do
business in tTie State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
of
1. The DEVELOPER is the owner of the certain lands lying in WI eekt§44 County, upon
which it is erecting and will erect dwelling units and other improvements, said dev-opment to be known
as (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. 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 DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct 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. DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER 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
DEVELOPER's successor.
FORM: DEV 01-15 Page 1 of 2

4. The DEVELOPER 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 by the Association except for Federal, State, and local taxes and insurance.
a, The DEVELOPER 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 funds allocated for the facility and
shall be part of the yearly budget.
6. hi the event the common expense allocation and separate fund 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 provide that such special assessments can be made as
necessary at any time.
r 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 becorne
available to serve the Development, the DEVELOPER 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,
8. 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 DEVELOPER 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 by the issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is tiled and 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 indicated by each of the parties named below:
./
FOR THE ENVIRONMENTAL
N.A EMENT COMMISSION
S. Jay irntnerman, Director
Division of Water Resource
(Date
Name of DEVELOP
By:
(Signature)
FORM: DEV 01-15
Page 2 of

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: G � {tc�beoernplered by DWRa
All items must be completed or the Hpptication will be returned
APPLICANT INFORMATION:
1. Applicant's name: The Drakeford Company. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Individual Corporation 0 General Partnership 0 Privately -Owned Public Utility
0 Other
0 Federal 0 State/County 0 Municipal
3, Signature authority's name: Robert T. Drakeford per 15A NCAC 02T ,0106(b)
Title: Manager
4. Applicant's mailing address: 1914 Brunswick Avenue
City: Charlotte State: NC Zip: 28207-
5. Applicant's contact information:
Phone number: [phone] Email Address: bobbyAtdcrealestate.com
1.1. PROJECT INFORMATION:
1. Project name: The Mews at Morningside
2. Application/Project status: Proposed (New Permit)
Q Existing Permit/Project
If a modification, provide the existing permit number: WQOONA and issued date: NA
If new construction but part of a master plan, provide the existing permit number: WQO0-0
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.13'07'
5. Parcel ID (if applicable): 129-022-34, 129-022-33, 129-022-32
(or Parcel ID to closest downstream sewer)
Longitude:-80.48'04'
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher Fleck PE (Agent) License Number: NC #034556
Firm: ['3&A Wolverine PLLC
Mailing address: 4136 Brownwood Lit NW
City: Concord State: NC Zip: 28027-
Phone number: [phone] Email Address: chrisAdnawolverine.cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Suear Creek Permit Number: NC0024970-NC0024945-NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_
Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1- Iftle Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes 0No 1:4N/A.
Ifthe Applicant i a eloper of lots to be sold, has a Developer's Operational Avrcement FORM,: MY) beets attached?
e Applican
Dev
Ow
4. Origin of wastewater: (check all that apply):
Residential Owned
0 Residential Leased
0lSchool / preschool /day care
0 Food and drink facilities
El Businesses / offices . factories
5. Nature of wastewater
0 Yes
No ON/A
Tonal Agreement (FC
Yes ONo 0N:r"A
0 Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
Nursing Home
een attached?
0 Car Wash
0 Hotel and/or Motels
0 Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
00 % Domestic/Commercial °'i, Commercial
% Industrial (See 1.5A NC r C 0471.0103(20))
�ls there a Pretreatment Program in effect? 0 Yes
6. Has a flow reduction been approved under I SA NCAC 02T ,0114(1)? 0 Yes
1'f ves, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
No
Establishment Type (s
Townhom
Daily Design Flow °'h
190 gal/day
gal/
No. of Units
gal/
galr`
gal/
gal/
Total
Flow
2470 GPD
GPD
GPD
GPD
2470
GPD
GPD
a See '15A NCAC 021' .01 l4(b), j ( 1 Lnd (e)(2) for caveats to wastewater des'gn 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 i 5A NCAC 02T,0.1 14] shall be
determined using, available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 2470 GPD (per 15A NCAC 4)
Do not include future flows or previously permitted allocations
permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be pertitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
El Rehabilitation or replacement ofexisting sewer with ito new flow expected
0 Other (Explain):
FORM: F'TA 04- .6 Page 2 of 5

VI .. GRAVITY SEWER DESIGN CRITERIA Applicable) - 02.1' .0305 & WC (Gtavkv Sewers:
1. Summarize gravity sewer to be permitted:
• Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section 111 contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/For e Mains1::
CQMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I, Pump station number or name: PS -I
2 Approximate Coordinates. (Decimal. Degrees): Latitude: 35, 'Longitude.: -80,404'
3. Design flow of the pump station: 0,00247 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 14 gallons per minute at 12.1 feet total dynamic head (Trm)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
1,5
Length (feet) Material
230
PVC
6, Power reliability in accordance with 15A NCAC 02T ,030501)(11:
0 Standby power source or pump with automatic activation and telemetry -15A NCAC 021' .0305(1 .'1)(B):.
• 'Required for all pump stations with an average daily flow greater than or equal to 1.5,000 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 telemetty - 15A NCAC 02T .0305(h)( I )(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.
lfthe portable power source or pump is dedicated to multiple pump stations, an evaluation ()fall 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 & I SA NCAC 02T .0305(l ):
(. Does the project comply with all separations found in 15,A NCAC 0 T .0305(f) a :jaj.
15A NCAC 021 0305(f) contains minimum separations that shall be provided for sewer syste
Setback Para
'to rm sewers and other utilities not listed b
ar attains (vt
r ater trains (hc
Reclaimed wate
is
ate r ov
including in
vertical - reclaimed ove
a
hed trenches
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells,
lass II impounded reservoirs used as a source of drinking water
S-
aters of Class i or
**Waters classified WS (except WS-I or WS-V'), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation) and ds ((see item 1X 2)
**Any other stream, lak
ditches
poundment, or ground water lowea'itag a surface drainage
Any build
Any baseme
To
Drai
ny
undati
ems and interceptor drains
arch grade (verlica
ion Eauired
24 inches
18 inches
inche
feet
0
50 feet
Of
15A NCAC 02T.03contains alternatives where separations in Q2T.03055
**Stream classifications can be identified using the Division's NC Surface Water C"lssifications wehpage
• If noncompliance with 02'T.Q305(f) or (g), see Section X of this application
5 feet:
e
36 inches
nnot be achieved,
Does the project comply with separation requirements for wetlands? (50 feet of .separation)
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifthe alternative design criteria specified is utilized in design and construction
>. As built documents should reference the location of areas effected
p
ject comply with all setbacks found in the river basin rules per 15A NCAC
• This would include Trout Buffered Streams per 15A ivCAC 2I3.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact.
• Information can be obtained from the 401 & Buffer Permitting Branch
Does project co ply with 15A NCAC 02"1°r0105(c)(6) (additional permits!'certifications)?
No
No
No
Yes No
lands or surface waters
Yes 1 I N
Per I SA NCAC 1)2T.01 O5(r )(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.).
Does this project include any sewer collection lines that are deemed 'high -priority?"
Per 15ANCACO2'1.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
©Yes �INo
• If yes, include an attachment with details tzar each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or' its representative at leastonce every sixarnonths and ins
documented per ISA NCAC O2T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-I6
Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02"1
and Force Mains (latest version), and. the Gravity Sewer Minim as applic able'%
Yes No
If No, complete and submit the Variance,Alternative Design Request application (VADC4) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Apo! kat on and supporting documents
Stations
Professional .Engineer's Certification:
(Professional Engineer`s name from Application
I>esi n Criteria for the Pe
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, 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 1 have reviewed this material and
have judged it to be consistent with the proposed design,
NOTE — in accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall 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. �;1 i 1111// j
elkirt
North Carolina. Professional Engineer's seal, signature, and date: ` n
Applicant's Certification 1 SA t AC' d2T .0106(b
p
;Signature ^° thority's natire title from Application
ication for
has been reviewed by me and is accurate and complete to the hest of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 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. 1 also understand that if all required parts of this application package are not completed and thatif
all required supporting information and attachments are not included, this application package will he returned to me as
incomplete.
NOTE In accordance with General Statutes 143-215.. 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date
FORM: FT A 04-16
Page 5 of 5

CHARLOTTE
W
September 6, 2016
Mr. Sean Coldren
D&A Wolverine, PLLC
550 E Westinghouse By
Charlotte, NC 28273
TER
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
The Mews at Morningside
1509/1513 LYON CT, CHARLOTTE NC
CLTWATER TRACKPNG# 2016904
A flow acceptance study of the subject site has been completed and the following has been
determined:
The review has been set to conditional due to capacity concerns at Permanent Flow Monitoring
Sites 24 & 25. These capacity concerns should be addressed with the completion of the Briar
Creek Relief Sewer project. All other associated sanitary sewer infrastructure was found to
have sufficient capacity to accommodate the proposed sewer flow of 2,470 gallons per day (13
townhome units x 190 gpd/unit) from this project for transmission to the Sugar Creek
Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This
acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works. Please see the attached NC DEQ flow tracking form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project
is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NC
DENR. However, CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to
the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for
future projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer
system is accepted on a first come, first served basis.
Charlotte Water 5100 Brookshire Blvd, C t tact , NC 28216 cR rottewater.arg
ed by the City of Charlotte

The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct permits are not obtained and construction has not started
within one 11) year of issuance of this flow acceptance; and payment for any service
connection(s) have not been received within (1) year of issuance of this flow acceptance, this
flow acceptance approval shall be rescinded and a new flow acceptance request must be made.
If you have any questions, please do not hesitate to contact me at [phone], or Alan
Gaines (704)-391-4689.
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Eilvd, Charlotte, NC 28216 charlogewater,org
Operated by the City of Charlott

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: D&A wolverine, PLLC
Project Name for which flow is being requested: Morningside Mews - Phase 11
More than one 1+ME 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
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.286
71.262
0.00247
82.551
83.4%
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 / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not Iess 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): Lyon Court
Downstream Permit Number: unknown
Page 1 of 6
FTSE 04-16

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

Proposed 6" sewer e'er
�xlting 3°' sewer n Lyon C
to Sugar Creek Wastewate
Treatment Plant
NC8024937)

FIRE HYDRANT LOCATION PLAN
NOT TO SCALE

1.,

Wastewater Pump Station & Force Main
Design Calculations
North Carolina Department of Environmental Qua
PROJECT NAME: The Mews at Mor ingside
LOCATION: Charlotte, NC
DATE: November 9, 2016
PROJECT #: 162012
DESIGNED BY: SMC
CHECKED BY: CMF
Y
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1. DESIGN SUMMARY
A v e
Project Name: Morningside Mews Phase II
Townhomes
Number of Units; 13
ly Flow Igpd . 2,470
arrr y How () r ).: 7.4
Pump Operati°nal Pent: 14 gpra 12,1 TD+H
Pump Manufacturer : E/Gne
Extreme Series Grinder Pump
1 hp
240
E/One WH483-92
Horse
Yes
Peguir'ed: Stahlin Enclosures Part No. RJ1816HPL.
*Note: Include telemetry and portable generator connections.
Force Mainimmetrwrr I n: 1,5
Force Man Lengtl ft)n 230
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2. FLOW CALCULATION
Flos Cal s
Establishment: Townhomes
Unit Value: 190 Chario
Unit: gpd
Number of Units: 13
Average Daily Flow (gpd): 2,470
e
ue
er:nine Mintrnum Pump R t se h dicer ' rote °esmmit t m 2 nnethods)
NCDEQ Peak Hourly How Method (P. S-FaM MDC °.f 2AA)
Service Area Population (thousands): 0.052
Peak Factor: 4.3 18 + VP
4+SIP
Design Peak Factor: 4.3
Average Daily Flow (gpd): 2,470
Peak Flow (gpd): 10,649
Minimum Pump Rate Required (gpm): 7.4
Pe :k Hours AssuP..nptie
Peak Hours: 7 (6-9 AM & 5-9 PM)
Percent of Average Daily Flow: 70%
Flow during Peak Hours (gpd): 1729
Flow during Peak Hours (gph):. 247
Minimum Pump Rate Required (gpm): 4.1
Minimum Pump Rate Required (gpm): 7.4
Design Pump Rate (gpm): 14
COMMITMENT * RESPONSIVENESS* PERFORMANCE W WW,DNAWOVERINE.COM

3. CYCLE T)ME AND V ET WELL GEOMETRY
De'iern
,s per Hour
Average Daily Flow (gpm): 1.7 2,470 /1440
Design Pump Rate (gpm): 14
Time (min): 15.0
Cycles Per Hour: 4
Check Cycles Per Hour: OK
V=TQtidf
V = active volume with » the waa np station (gallons)
T = allowable eyrie time between starts (minutes)
Q40-= desigrz daily flow to pump station tailors per mini)
O = paurrapirrg rater °fa single pump (gallons ear, minute)
Required Volume (gal): 23
Pick Wet Well Diameter (ft): 4.0 See detail for E/One WH483-92
Pick Wet Well Cycle Depth (ft): 0.3
Volume in Cycle (gal): 31 If greater than required volume design then
cycles is acceptable
and C r t n Eievati n (E/One WH433..92)
Top Elevation: 681.10
Ground Elevation: 681.00
Sanitary Sewer Invert In: 676.01
Bottom Invert Elevation: 673.44
Alarm: 675.60
Lag On: 675.26 Lead + 4"
Lead On: 674.93
Pumps Off: 674.60
CO
ENT * RESPONSIVENESS * PERFORMANCE WWW,DNAWOLVERINE.COM

4. FORCE MAIN AND PIPING DESIGN
in Design
Design Pump Rate (gpm):
Select Force Main Size (in):
Force Main Material:
Velocity (fps) :
14
1.5
PVC
2.6
Meets Minimum Velocity Requirement? OK
Meets Maximum Velocity Requirement? OK
Line Length (ft): 230
Account for Minor Losses: 5%
Equivalent Length (ft): 242
Pump Station Piping L)ato
Wet Well & Valve Vault Pipe Size (in): 1.5 PVC
Item
Number of Fittings LSD
Ratio
Equivalent Length
45 bend 8 16 16
9© bend
22.5 bend
Branch Tee Flow
Check valve
Plug Valve
Q
30
9 0
60 8
135 17
17
Equivalent Fitting Length (ft): 40
Wet Well & Valve Vault Piping Length (ft): 20
Total Equivalent Pump Station Pipe Length (ft): 60
Equivalent off -Site Diameter Length (ft): 60
Total Equivalent Force Main Length (ft): 302
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5. PUMP SELECTION
i esigr in ut
Force Main Diameter (in): 1.5
Equiva)ent Force Main Length (ft): 302
Force Main Material: PVC
Hazen -Williams C Factor: 120
Minimum Required Pump Rate (gpm): 7.4
Design Pumping Rate (gpm): 14
Wet Well Invert Elevation: 673.44
Force Main Discharge Elevation: 683.00
Static Head (ft): 9.56
Dynamic Head Calculation
Design Pump Rate Required (gpm):
Static Head (ft):
Pump Station TDH (ft):
7.4
9.56
12.1
Pump Manufacturer: E,/One
M odel: Extreme Series Grinder Pump See attached pump curve
Horsepow r:
Vo tage:
1 hp
240
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6. OPERATIONAL CHECK
Oper ti n l Point No. 1
14 gpm 12.1 TDH
Ct eck Wet Bi wle Times
Wet Well Diameter (ft): 4
Wet Well Area (gal/VF): 94
Wet Well Cycle (ft): 0.33
Wet Well Volume (gal): 31
Fill Time (min): 18.3
Pump Run Time (min): 2.5
Total Time (min): 20.8
Number of Cycles: 2.9
Meets Cycle Time? OK
COM
T
ENT * RESPONSIVENESS' PERFORMANCE WWW.DNAW©LVERINE.C©M

7. BUOYANCY CALCULATIONS E One WH483)
yor
Buoy
4
6
Station Height (ft): 92
Station Volume (ft3): 85.1
FnP, Buoyant (Ibs): 4,870
Tank Weight (Ibs): 440.0
FtmMast (Ibs): 5,802
Volume of Concrete (ft3): 10.1
Volume of Concrete (CY): 0.4
Weight of Concrete in Air (Ibs): 1,515.0
Min. Diameter of Concrete Anchor (in): 68.0
Min, Thickness of Concrete Anchor (in): 10.0
Depth to Bottom (in): 91.2
ncy
Culations per Manua:. Mt .sr Re
Buc yan
Fbuoyont=
Fbuoyant=
Fnet-buoyant`
F,net-buoyant=.
62.A x 85.1
5310 Ibs
5310
4870 Ibs
440.0
n .t&te
Volume (ff33)- (0.83ft)(rr))(5.6 ft)2-(4.26 ft) )/4
Volume iff31 10.1 ft
volume (ft "t)= (X ft Ct.83ft)()((5.6 ft)2-(4.26 ft)2)4
X=Depth to Bottom (ft)
7.6
Volume (ft )= 70.3
Cur ` is
Ballast (tot
Iasi (concrete) + Ballast (saturated soil)
Ballast (total)----- Vsais (DensityConcrete in water)+VsatsADensity Sat Soil)
Ballast (total)= 5802 ibs
Find Cond'.tii n
Final Condition= Ballast Force - Net Buoyant Force
Final Condition-- 5802 4870
Final Condition= 931 lbs (Excess ballast)
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EIONE SPD PUMP PERFORMANCE CURVE
TYPICAL OPERAT ING PRESSURE
u-r
TOTAL DYNAMIC MEAD
100
95
90
85
80
75
70
65
60
55
50
40
35
30
20
15
10
5
0
-10
-15
-20
-25
GRINDER PUMP, 1HP, 1725 RPM
OW PRESSURE SYSTEM DESIGN PRESSURE
CONSULT FACTORY
FOR NTERMITTENT
USE ABOVE 80 PSI
OR 185 FEET TOH
0 2 4 6 8 10 12 14 16 18
DISCHARGE (0), GPM
2.30
22C)
210
200
190
180
170
160
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
0
-10
- 20
-30
-1-0
-50
- 60
0
LjJ
LiJ
LL
z
0
a
ESD 08-0022 REV. 2, 6/08

�c/Mid=
S E FLI ES
Patent Numbers: 5,752,315
5,562,254 5,439,180
* Discharge data includes loss
through check valve, which is
minimal.
NA0214P01 Rev A
3/L7
Triplex Grinder Pump Station
Features
The WH483 or WR483 is a
complete unit that includes: three
grinder pumps with check valves,
polyethylene tank and controls.
The WH483 is the "hardwired,"
or "wired," model where a cable
connects the motor controls to the
level controls through watertight
penetrations.
The WR483 is the "radio frequency
identification" (RFID), or "wireless,"
model that uses wireless technology
to communicate between the level
controls and the motor controls.
All solids are ground into fine
particles, allowing them to pass easily
through the pumps, check valves,
and small diameter pipe lines. Even
objects that are not normally found
in sewage, such as plastic, rubber,
fiber, wood, etc. are ground into fine
particles.
The 1-1/4" inch discharge
connections are adaptable to any
piping materials, thereby allowing us
to meet your local code requirements.
The tank is made of tough
corrosion -resistant polyethylene.
Designed specifically for higher -flow
applications where local codes dictate
higher storage requirements, the
WH483/WR483 has a tank capacity
of 486 gallons (1840 liters), providing
ample user storage. The lower portion
of the tank has a smaller diameter
tapered down to a dish shaped
bottom. The large tank access
opening easily accommodates
installation of the grinder pumps and
equipment. This model can handle
flows of 5000 GPD (18,927 LPD).
The internal check valve assemblies,
located in the grinder pumps, are
custom designed for non -clog, trouble -
free operation.
The grinder pumps are automatically
activated and run infrequently for very
short periods.
Operational Information
Motors
1 HP, 1,725 RPM, high torque,
capacitor start, thermally protected,
120 or 240 V / 60 Hz, one phase
Inlet Connections
4-inch inlet grommet standard for
DWV pipe. Other inlet configurations
available from the factory.
Discharge Connections
Pump discharge terminates in two,
1-1/4" female NPT connections. Can
easily be adapted to 42 mm PVC pipe
or any other material required by local
codes.
Discharge (per pump) *
15 gpm at 0 psig (.75 Ips at 0 m TDH)
11 gpm at 40 psig (.63 Ips at 20 m TDH)
7.8 gpm at 80 psig (.47 Ips at 42 m TDH)
Overload Capacity
The maximum pressure that the pump
can generate is limited by the motor
characteristics. The motor generates
a pressure well below the rating of
the piping and appurtenances. The
automatic reset feature does not
require manual operation following
overload.

STATION USES 1 DUPLEX MOD T260
.ALARM PANEL AND 1 SIMPLEX SENTRY
ALARM PANEL
COMBINATION CHECK
VALVE / ANTI -SIPHON
VALVE FLAPPER TYPE
(NORYL)
E/ONE EQUALIZER
1/3-2/3 SPLIT COVER
W/HANDLE &
PADLOCK STAPLE
(ALUMINUM)
ELECTRICAL QUICK
DISCONNECT (EQD)
NEMA 6P
POLYETHYLENE
MOLDED TANK
486 GAL (1840 L)
QUICK DISCONNECT
ASSEMBLY,
PVC SLIDE FACE
DISCHARGE FTG
1-1/4" FEMALE
NPT, SS (X2)
s
25.84"
(656 mm) 17 84"
(453 mm)
117 gal
(443 L)
175 gal
(662 L)
4
ALARIA
13.84"
(352 mm)
89 gal
(337 L)
BACK-UP PUMP, ON A 4" (102 mm)
PEDESTAL (PROVIDED BY OTHERS)
1
•
7.77
n1-117-1
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
WH 4 8 3 LEVELRCONTROLS)
W R 4 8 3 LEVEL WIRELESS CONTROLS)
TOP VIEW W/LID NOT SHOWN
MUSHROOM VENT
TANK ACCESSWAY SECTION
(FIBERGLASS)
POWER/ALARM CABLE
(6 CONDUCTOR)
DIRECT BURY
CABLE CONNECTOR
BULKHEAD FITTING
NYLON LIFTING HARNESS
DISCHARGE WYE MANIFOLD
(SS) (X2)
INLET, EPDM GROMMET
TO ACCEPT 4.50" (114 mm)
O.D. PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
1-1/4" (32 mm) FLEXIBLE
DISCHARGE HOSE
SG5
DR BY
PD
CHK'D
12/28/10
DATE
A
ISSUE
1/16
SCALE
e
SEWER SYSTEMS
MODEL WH483 / WR483
DETAIL SHEET, TRIPLEX
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY
NA0214P02

A
46.7"
COVER
OVER
DISCH
TYP
43 3"
DISCH
DISCHARGE: 1-1/4
NPT, SS (X2)
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
W 1-1 4 8 3- 9 2 LEVELRDCONTROLS)
W R 483
- 9 2 LEVEL RCONTROLS)
GRADE MUST SLOPE
AWAY FROM STATION
3.2"
60.4"
INVERT
DEPTH
INLET: EPDM GROMMET FOR
4" DWV PIPE (STANDARD)
SGS
DR BY
PD 02/10/11
CHK'D DATE
1/16
ISSUE SCALE
e
SEWER SYSTEMS
MODEL WH483-92 / WR483-92
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY
NAO7 14PO4

DIAMETER CHOICES
STATION TO BE USED WITH
(1) M(1PANEL )�SENTTRY T260DSIMPLEX PANEL
1/3-2/3 HINGED
ALUMINUM LOCKABLE LID
TANK
DISCHARGE
SS DISCHARGE WYE
DISCHARGE KIT FOR A
SINGLE POINT DISCHARGE,
2 1-1/4" SS X HDPE WHIP
2 1-1/4" SS STREET ELBOWS
(((1) 1-1/4" COMPRESSION TEE
i
TO MAIN
INLET
LOCATION
VARIABLE
30` MIN (2) MAIN PUMPS
RUN BY A MOD T260
DUPLEX PANEL
MUSHROOM VENT
(FACTORY DRILLED
FIELD INSTALLED)
BULKHEAD
(FACTORY INSTALLED)
CABLE CONNECTOR
(FIELD INSTALLED)
LIFTING ROPE
(NYLON)
SS DISCHARGE WYE
1-" FEMALE NPT
(FACTORY INSTALLED)
ANTI -SIPHON
CHECK VALVE
FIBERGLASS
TANK
WITH ANTI -FLOAT FLANGE
(3) SEMI -POSITIVE DISPLACEMENT TYPE PUMP -
DIRECTLY DRIVEN BY 1 HP MOTOR
INLET CHOICES
4" DWV PIPE (4.50 OD) ❑
4" DR35 PIPE (4.22 OD) ❑
6" DWV PIPE (6.63 0D) ❑
6" DR35 PIPE (6.28 OD) ❑
S5 DISCHARGE
TANK
DISCHARGE
BACKUP PUMP, RUN BY
A SIMPLEX PANEL
ON A 4" BLOCK
(BY OTHERS)
E/ONE EQUALIZER
ELECTRICAL
QUICK DISCONNECT (EQD)
n "
48 ❑
60 ❑
W SERIES
TRIPLEX
STATIONS
HEIGHT CHOICES
"H"
60
66
72
78
84
90
96
102
108
114
120
126
132
138
144
COD RANGE
24 ) ❑
24-30 ❑
24-36 ❑
24-42 ❑
24-48 ❑
24-54 ❑
24-60 ❑
24-66 ❑
24-72 ❑
24-78 ❑
24-84 ❑
24-90 ❑
24-96 ❑
24--102) ❑
24-108 ❑
COVER OVER
DISCH CHOICES
"COD"
24
30
36
42
48
54
60
66
72
78
84
90
96
102
108
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
(DIMENSIONS
SUPPLY CABLE
6 CONDUCTOR, TYPE TC
DIRECT BURY CABLE "COY
EPDM INLET GROMMET
(FIELD INSTALLED)
DISCHARGE SLIDE FACE
QUICK DISCONNECT
SS DISCHARGE HUB
7/..— 1-" FEMALE NPT
(FACTORY INSTALLED)
FLEXIBLE
DISCHARGE HOSE
13'
102 gal
SGS
DR BY
25`
196 gal
17'
133 gal
ARE IN INCHES)
'H`
VOLUMES SHOWN ARE FOR 048
CHK'D
04/08/16
DATE
ISSUE
SEWER SYSTEMS
1/32
SCALE
DETAIL SHEET
W—SERIES TRIPLEX,SINGLE DISCH
ESD 16-0028

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EIONE
RECOMMENDED
BACKFILL
UNDISTURBED
EARTH
CONCRETE BALLAST
ANCHOR
CONCRETE
BENEATH
TANK BASE
(SEE SEC. 2)
GRAVEL
BEDDING
0 47.4"
REF
0 68.0"
MINIMUM
BALLAST
E/ONE RECOMMENDED
BACKFILL (SOIL
CONSIDERED
CONTRIBUTING
TO BALLAST)
10"
MINIMUM
BALLAST
THICKNESS
BALLAST INFORMATION
17

D&A WOLVERINE PLLC
550 E. WESTINGHOUSE BLVD,
CHARLOTTE NC, 28273
TEL: 517,404.6588
WWW.DNAWOLVERINE. .-OM
COMMITMENT * RESPONSIVENESS " PERFORMANCE
November 16, 2016
MEMO: Section H Power Reliability Plan
RE: The Mews at Morningside, Charlotte NC - Sanitary Sewer Application
The 0rakeford Company, (Applicant/Developer) proposes to construct Thirteen (13) Townhome units for
residential use on a parcel(s) 129-022-32, 129-022.-33, and 129-022-34 on Lyon Court in Charlotte, North
Carolina. The system will utilize a lift station to pump sanitary effluent from the wet well to the existing
system in the street.
The applicant/developer and ultimately the property HOA acknowledge that in accordance with 15A NCAC
02T .0305(h)(1) a portable source of electric power (ie: generator) will be provided and kept onsite at all
times for the specific purpose of providing standby power for the pump station in the event of a power
outage.
• The generator will be owned and maintained by the H©A.
• The generator will have sufficient power to provide the necessary power as required to properly
operate the pumps and the pump station.
The pump station shall have appropriate electrical connections at the pump/station and or panel
for the generator.

e Received:
Initial Revi
by (ci:
net I)E) RBK
dd info Requ sted:
Add info Receiv
MEMO: Section H — Power Reliability Plan
RE; The Mews at Morningside, Charlotte NC — Sanitary Sewer Application
The Drakeford Company, (Applicant/Developer) proposes to construct Thirteen (13) Townhome units for
residential use on a parcel(s) 129-022--32, 129-02.2-33, and 129-022-34 on Lyon Court in Charlotte, North
Carolina. The system will utilize a Iift station to pump sanitary effluent from the wet well to the existing
system in the street.
The applicant/developer and ultimately the property HOA acknowledge that in accordance with 15A NCAC
02T .0305(h)(1) a portable source of electric power (le: generator) will be provided and kept onsite at all
times for the specific purpose of providing standby power for the pump station in the event of a power
outage..
• The generator will be owned and maintained by the HOA.
• The generator will have sufficient power to provide the necessary power as required to properly
operate the pumps and the pump station.
• The pump station shall have appropriate electrical connections at the pump/station and or panel
for the generator.

r
D&A WOLVERINE PLLC
550 E. WESTINGHOUSE BLVD.
CHARLOTTE NC, 28273
TEL: [phone]
WWW:L�NAVVOi.VERINE,COM
COMMITMENT * RESPONSIVENESS* PERFORMANCE
November 9, 2016
MEMO:
RE: The Mews at Morningside, Charlotte NC — Sanitary Sewer Application
The Drakeford Company, (Developer) proposes to construct Thirteen (13) Townhome units for residential
use on a parcel(s) 129-Q22-32, 129-022-33, and 129-022-34 on Lyon Court in Charlotte, North Carolina.
The development will consist of two (2) buildings of five (5) residential units and one (1) building of three
(3) residential units for a total of 13 residential units.
Each unit will have a 4" diameter PVC lateral with dean -out. 195 LF of 6" diameter' Sch. 40 PVC will serve
as the gravity sanitary sewer collection system leading to a triplex grinder pump station internal to the
property (See sheet C1.0). The 1.0 horsepower grinder pumps will discharge into 230 LF of 1.5" Sch. 40
PVC force .main. The 1.5" force main will discharge into a proposed manhole inside the public right-of-
way. 28 LF of Sch. 40 PVC gravity sewer will connect this manhole to a proposed doghouse manhole at
the existing 8" diameter Public Sanitary Sewer located along the center of Lyon Court.
All construction will be in accordance with Charlotte Water standards and applicable building codes.

Corporations Division
Page 1 of 1
North Carolina
Elaine F Marshall EPARTM ENT OF THE
Secretary S E CRETARYO ' STATP
PO Ba*, 29 '2 Rates , NC 271626—Da22 (9-M P,Q7-2 )0 Account
Login
The Secretary of State's Office will be closed on Friday, November 11 in observance of Veterangtegister
Day. We will reopen at 8 a.m. on Monday, November 14.
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: The Drakeford Company, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation;
Registered Agent:
Corporate Addresses
0612367
Current -Active
Current
Domestic
12/6/2001
December
NC
Drakeford, Robert T.
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
1914 Brunswick Ave Ste IA
Charlotte, NC 28207-1891
Company Officials
Ali LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Robert T Drakeford
1914 Brunswick Ave Ste 1A
Charlotte NC 28207
https://www.sosne.gov/Search/profcorp/5395638
11/15/2016

Central Files: APS _ SWP
11/29/2016
Permit Number WQ0038862 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type - Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions • 1.00 Individual
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
2,470
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
The Mews at Momingside Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
The Drakeford Company
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Robert Drakeford
1914 Brunswick Ave
Charlotte
NC 28207
Orig Issue
11/29/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective
11/14/2016 11/29/2016 11/29/2016
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Expiration
Additional information requested 11/15/16
Additional information received 11/21/16
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENatNEERING CERTIFI!4TION
PERMITTEE: The Drakefe rd Company, LLC
PERMIT ri: WQ0038862
PROJECT: The Mews at Morningside
ISSUE DATE: November 29, 2016
WO R OS
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 receipts 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 ail 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.
PE'RMITTEE'S CERTIRCATION
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.
nit er--4-' 0.„rkkeiLd
Printed Name, Title fQt
ure
ENEttI+lEE3t'5 CERTIFKATION
as a dui registered Professional E ineer in the State of North Carolina,
teen authorized to observe ( periodically, 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
s, 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:
vi Final Q Partial (indude dcrlpti©n)
Certification Comments/Qualifiers (attach if rlec
Stale or North Carolina I
Mooresville Regional Off/eel61
ity Q Water Resources 1 Weser Quality Regional Operations
ex Avenuc, Suitt 301 N Mooresw7le, North Carolina ni 13
7rr +Sd3 1699

9NE PLLC
OKSHIRE BLVD.
OTTE NC, 28216
704,494, 9776
,UNAWOLVLRINE,CQY
COMMITMENT * RESPCbNSIVENES. PERFORMANCE
December 4, 2018
NCDEQ Mooresville Regional Office
Attn: Mr. Barry Love
610 E. Center Avenue Suite 301
Mooresville, NC 28115
RE: The Me +r sat Morningside, Charlotte NC — Sanitary Sewer Permit #WQ0038862
Dear Sir:
Please find the attached relative to final certification for the above referenced permit:
• Signed & Sealed Fast Track Certification
• Recorded HOA Documents & Operations Agreement
• As -built drawing & survey
• Copy of original permit application & calcs
• USB drive of the above.
Please let us know if any additional information is needed.
Sincerely,
D&A Wolverine PLLC
Christopher M. Heck, PE
Owner / Managing Member
(O 704 785.9664
WQFROS