WQ0038484_Regional Office Historical File Pre 2018

lrvaterResources
ENVIRONMENTAL QUALITY
May 26, 2016
Chris Goodwin, President
Goodwin Custom Homes
7081 Edenbridge Lane
Charlotte, NC 28226
PAT MCCRORY
f overnor
DONALD R. VAN DER VAART
.wrere dry
S. JAY ZIMMERMAN
Amcror
Subject: Permit No. WQ0038484
Goodwin Custom Homes
Old Belle Meade
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Goodwin:
In accordance with your application received May 20, 2016, we are forwarding herewith Permit No.
WQ0038484 dated May 26, 2016, to Goodwin Custom Homes (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 I1.1: 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 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North CI
Mooresville Regio
snronrs t Quality I Water Resources ; Water Quality Regional Operations
Office' 610 East Center Avenue, Suite 301 j Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at (704) 235-2 .43
or via e-mail at barry,[e-mail].
Sincerely,
60- by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeffrey P. Schmitt, 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 8

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
Goodwin Custom Homes.
Mecklenburg County
for the construction and operation of approximately 399 linear feet of'6-inch gravity sewer to serve,.12
homes as part of the Old Belle Meade project, and the discharge of 2,280 gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant .to .the application
received .May 20, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity .Sewer Minimum
Design Criteria•adoptedFebruary 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 d 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 besubject to the specified
co i 11 itations contained therein.
Kw, by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations :Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038484
Permit Issued: May 26; 2016
Page3of8

SUPPLEMENT'TO PERMIT COVER SHEET
Goodwin Custom Homes 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 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, 2,280 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 Goodwin Custom Homes and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. (15A NCAC 02T .0110]
4. 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
Page 4 of 8

Piiiir
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system 'shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e: High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. (G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)j
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the 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 desigr, 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.
Page 6 of 8

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 modificationsor 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. j15A NCAC O2T .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 O2T.O1O5(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 O2T .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 O2T .0104; 15A NCAC O2T
.O1O8(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 O2T .0110; 15A NCAC O2T .O1O8(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)]
. Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
Goodwin Custom Homes
WQ0038484
Old Belle Meade
May 26i2O16
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 clocumentsthe 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 tothe wastewater collection system extension prior to completion
of this Certification *baU be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Parmi1tem in responsible for tracking all partial certifications up
until final certification: is received. A Final Certification shall be n complete set ofrecord drawings and
design calculations regardless Vfwhether partials have been submitted.
CEwTpIC/ulDm
Lthe undersigned agent for the Pemnbtee,hereby state that this project has been constructed pursuant
to the applicable standards(6 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 orportions thereof.
Printed Name, Title
Signature Date
ENGINEER"8CEmmn[xgnOm
L , as d | registered Professional E inthe State of North Carolina,
having been authorized to observe (F—1 periudica|k\ —7 vveakk� N711 time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, tnthe 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 N[AC0%l; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996,asapplicable; 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/signnture &date:
0 Final F] Partial (include description)
Certification Comments/Qualifiers if
�
State of North Carolina I Environmental Quably I Water Resources I Water QtWity Regional Operations
Mooresville Regional Office| 610 East Cen= Avenue, Suite 3011 Mooresville, North Carolina 28115
704663 1699

Permit No. 1AI: c
of
E OF NORTH CAROLINA
OUNTY OF Mt-c-k-4..6`,,E3Ar4
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215,1 (di) and entered into this day
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
1 5P2-")C, , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in 13() County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as rt. 17) (hereinafter the Development).
2. The DEVELOPER desires, to constntct a wastewater collection system with pumps, wastewater treatment
works, anclior 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 tJnit Owners' Association 13e.: L,LADI(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.
Page 1 of 2

pPr e 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.
5, 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. In 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.
7. 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 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.
9, 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 filed 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
(a 00 i) kt ba 14 e t1c
:ENT COMMISSION Name of DE ELOPER
By.
S. Jay Zimmerman, Director (Si
Division of Water Resources
6tRic.
Print Name and Title
(Date) (Date)
1,0,1, 1 .11'
P F ')

KENND SIGN GROUP, PA
1216 PARSONS TRAIL
DENVER, NORTH CAROLI:NA 28037
PH: 704-377-6099
EMAIL: kenneya?,kenneydesign.cntn
LICENSE NO. C-1986
FER OF TRANS1.141"1 IAL
To: NCDEQ
Division of Water Resources
RE: Old Belle Meade SID fast -track sewer permit application.
Mecklenburg County
Date: May 16, 2016
We are sending you:
1 — Fast. Tract application - original
1 — Fast Tract application — copy
1 — Check for $480,00
Jeff Schmitt

KENNEY DESIGN GROUP, PA
1216 PARSONS TRAIL
DENVER, NORTH CAROLINA 28037
PH: 704-377-6099
EMAIL: [e-mail]
LICENSE NO. C-1986
May 16, 2016
RE:
Old Belle Meade S/D
Charlotte, Mecklenburg County, North Carolina
Sanitary Sewer Application Cover Letter
The proposed Old Bell Meade subdivision will consist of 12 lots to be served by
the proposed sanitary sewer system consisting of 1 manhole and approximately
399 if of 6" sanitary sewer with cleanouts. The proposed sewer will connect to
the CLT Water sewer system and be treated at the McAlpine Creek WWTF. Due
to the way it is situated, it is unlikely that the proposed sanitary sewer will be
extended or have additional connections in the future.

USE .t,.,E TAB KEY TO MOVE FROM, itL, HELD D .a RIitt_.D
Application Number:
(to be completed by DWR) y`
z
0
Owner/Permi
la. Goodwin Custom Homes
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Chris Goodwin, President
Signing Official Name and Title (Please review t J)3 N_ _
lc, The legal entity who will own this system is:
El Individual ❑ Federal El Municipality © Stat
O ld, 7081 Edenbridge Lane
LL Mailing Address
1f, NC
or a
horized signing officials)
/County ❑ Private Partnership ® Corporation ❑ Qthe
2 State
O 1 h, 704-576-1108
Telephone
Facsimile
2. Project (Facility) Inforrrt tion:
2a. Old Belle Meade_®
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Jeff Schmitt
Name and Affiliation of Someone Who Can Answer Questions About this Application
le. Charlotte
City
lg. 28226 em
Zip Code
1j. chris@goodwincustoi
E-mail
2b. Mecklenburg
3b. 704-526-9002
Phone Number
Project is ® New ❑ Modificatio
2. Owner is ❑ Public (skip to Item B
County Where Project is Located
3c. jschmitt rx kenneydesion.co
E-mail
t) If Modification, Permit No.:
Private (go to Item 2(a))
2a, If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
® Selling units (lots, townhomes, etc. - go to Item B(2b))
• 3. Clt Water
z
4a.
2b. If sold, facilities owned by a (must choose one)
Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WL"y''TF) Treating Wastewater From This Project
McAlpine Creek
Name of WWTF
Clt Water
4b, NC0024970
5b. 8" J Gravity 5c,
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
6.. The origin of this wastewater is (check all that apply):
Residential Subdivision
❑ Apartments/Condominiums
El Mobile Home Park
❑ School
El Restaurant
❑ Office
WWTF Permit No.
Permit «i of Downstr
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
7, Volume of wastewater to be allocated or permitted
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in sub
El Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see °i,.l Pi ac, rr' (a;)F to determine if a permit is required)
pis particular project: 2280
am Sewer (Instruction F)
100% Domestic/Commercial
% Industrial
(Attach Description)
Other
(Attach Description)
gallons per day
quent permits that connect to this line
f',l \ 10-14 1PPLI(,'TI()N l'Ar .4 of()

z
Provide the wastewater flow calculations used in determining the permitted flow in accordance with t E for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T ,0114 (f)
12 homes " 190 gpd/ home = 2280 gpd
10. Summary of Sewer Lines to be Permitted (attach addit
ona
hey=ts if necessary)
Size (inches) Length (feet)
6
New Gravity or Additional
Force Main
399 New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID:
0
(self chosen - as shown on plans/map for reference)
`--' Longitude: Latitude:
z
0
Design Flow Power Reliability Option
Q (MGD)
Operational Point 1 _permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH permanent
- portable generator w/MTS
ce
0
LL,
Pump Station Location ID; (self chosen - as shown on plans/map for reference)
Longitude: Latitude �_-� ....
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w1MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed
Yes No If Yes, permit number of 2" treatment factility
(RO — if "yes" to B.12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the
(latest version), the 'Y S e �E tt
If No, complete and submit the V r°egrc ARtc n
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
o anothe
eatnnen
facility?
Fora;.+'
est version) and r` Ai...(t t...? as applicable?
ElYes El No
i
ldj application and supporting

14, Have the following permitstcertifrca.tions been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit, or 401 Certification? 0 Yes fl No 0 NIA
Sedimentation and Erosion Control Plan? Ej Yes © No 0 N/A
Trout Buffer Waiver? LI Yes El No 0 NIA
Stormwater? Z Yes 0 No 0 N/A
15, Does this project include any high priority lines k �y ��:: l" i involve aerial lines, siphons, or interference
manholes)? These lines will be considered Myth rioand must be checked once every six months
Check if Yes: ❑ and provide details;
1a
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1. Chris Goodwin attest that this application for Old Bell Meade SID has been reviewed by
me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete, Note.: In accordance with North Carolina General Statutes
and IM7 _fir, any person who knowingly makes any false statement, representation, or certification in any
application 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 $25000 per violation,
Si�l ict OfficiaR Sia'tnature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
U) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 3,A,
Z
0
2. Professional Engineer's Certification, (Signature of Ctesign Engineer and Project Name)
i, Jeffrey P Schmitt attest that this application for Old Bell Meade SID has boera reviewed
by mne and is accurate, complete and consistent with the information in the engineering plans calculatl°ons. and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12. 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June iF 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that l have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-2 lat3A and 4 , ' 13.6B, any person who
knowingly makes any false statement, representation, or certification in any application 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.
2a. Jeffrey P Schmitt
Professional Engineer Name
2b. Kenney Design Group, PA
Engineering Firm
2c. 1216 Parsons Trail
Mailing Address
2d., Denver
City
2g, 704-377-6099
Telephone
2h,
Facsimile
2e. NC 2f. 2€3037
State Zip
2i. Lschmitt@kenneydesian corn
E-mail
NC PE Seal, Signature
FT .10-14 APPI 1(. "%lt:.

CHARLOTTE
WTER
April 20, 2016
Mr. Chris Goodwin
Goodwin Custom Homes
7081 Edenbridge Ln
Charlotte, NC 28226
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
OLD BELLE MEADE
4400 TILLY MORRIS ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2016320
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the additional gravity sewage flow of 2,280 gallons per day
(12 single-family lots x 190 gpollot) from this project 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.
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 NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
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.
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 (1) year of
issuance of this flow acceptance study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance Letter, this approval shall be rescinded and anew flow
acceptance study must be made. if you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvcl, Charlotte, NC 28216 charlottewater.org
� Operated by the City of Charlotte

l)irlsior: of Water tteSom.:es
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Goodwin Custom Homes
Project Name for -which flow is being requested: old Belle Meade
More than one FTSE may be required for a single project if the owner of the WWI' is not responsible for all pump
stations along the route of the proposed wastewaterflow.
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 WIT
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
10.376
69 05'1
0.0022
79.431
80.02°,
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) (la) (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 MOD MGD MGD Flow Capacity***
Six Mile Creek 18.1 7.24 4.81 0.19 5.01 2.22
* 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.
Page 1 of 6
FTSE 08-13

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 Il
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this ,f,� in indicates acceptance of this wastewater flow.
Signing Offic1:S'ignature
Page 2 of 6
Date
FTSE 08-13

CHARLOTTE
W TER
April 5, 2016
Mr. Chris Goodwin
Goodwin Custom Homes
7801 Edenbridge Ln
Charlotte, NC 28226
SUBJECT: WILLINGNESS TO SERVE
OLD BELLE MEADE SUBDIVISIION
4400 TILLY MORRIS ROAD, CHARLOTTE NC
A Willingness to Serve study was completed and the following has been determined:
The subject property is within the intended service area of Charlotte Water (CLTWater). An
analysis of the sanitary sewer associated with the proposed project determined that there is
sufficient capacity to accommodate the gravity sewer flow for transmission to the McAlpine
Creek Waste Water Treatment Plant; NPDES permit number NC0024970, for treatment. Please
note that the availability of flow is subject to change and that this willingness to serve review in
no way guarantees future capacity.
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.
Connection to the CLTWater and sewer system is accepted on a first come, first served basis,
pending review and approval through the CLTWater Capacity Assurance Program!
The applicant should understand that this letter is not an authorization to construct private water
or sewer systems, as the appropriate local or State permits are required prior to construction.
This willingness to serve is valid for11) year from the date of issue. If you have any questions,
please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Cha
City ofCharhatce

Virtual Charla o Charlotte GIS
Pag
http://ve.charmaeckxorg/
4271201 6

Central Files: APS _ SWP _
5/26/2016
Permit Number WQ0038484 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
2,280
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Old Belle Meade Minor Mooresville
Location Address
Facility Contact Affiliation
Owner
County
Mecklenburg
Owner Name
Goodwin Homes LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Chris Goodwin
7081 Edenbridge Ln
Charlttte
NC 28226
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/26/2016 5/20/2016 5/26/2016 5/26/2016
Regulated Activities Requested !Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

a
Corporations Division Page 1 of 1
North Carolina.
.�a��
F. Marshall EPARTM E "`f' or ME
: -
ecrefat y L r � OF STAT'
Click Here To:
PO Box 29822 Rale141, FJC 2762,34G22 ( 9i507-2000
Account
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Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: GOODWIN HOMES, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1395914
Current -Active
Current
Domestic
8/15/2014
January
NC
Goodwin, Chris
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
7018 Edenbridge Lane
Charlotte, NC 28226-3119
7018 Edenbridge Lane
Charlotte, NC 28226-3119
7018 Edenbridge Lane
Charlotte, NC 28226-3119
7018 Edenbridge Lane
Charlotte, NC 28226-3119
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
President: Chris Goodwin
7016 Edenbridge Lane
Charlotte NC 28226
http://www.sosnc.gov/Search/profcorp/10598375
5/23/2016