WQ0040352_Regional Office Historical File Pre 2018

kinittlitLi&REGAN
Stiftroittiqt
allinatet,
January 25, 2019
Mr, Brett Manery, V.P. of Development
Meritage Homes of the Carolinas, Inc.
13925 Baliantyne Corporate Place, Suite 300
Charlotte, NC 28277
Subject: Permit No. WQ0040352
Meritage Homes of the Carolinas, Inc,
Stoneybrook Station Subdivision
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Manery:
In accordance with your application received October 9, 2018, and additional information received
January 25, 2019, we are forwarding herewith Permit No, WQ0040352 dated January 25, 2019, to
Meritage Homes of the Carolinas, Inc. (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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 Ill: This permit shall not be automatically transferable; a request must be made and
approved.
Condition
Condition 117:
Requires that the wastewater collection facilities be property operated and maintained
in accordance with 15A NCAC 02T ,0403 or any individual system -wide collection system
permit issued to the Perrnittee.
Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T,01161
Norrti caronta Department or Environmental Qiiiiisdity Division of Water Resources 'Water Quaky Regronal Operations
MoorsiH Regional Office I 610 East Center Avenue„ Suite 301.1Mooresv8e, North Caron, 28115
704-6634699

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 hoursmay 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 ih overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)] -
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist 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:
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.
a.
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. - •
Page 6 of 8

I
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 but not limited to pipe length changes 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 rnay 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)]
9. A copy of the individual permit and 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 02T; 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§143-215.6Athrough §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 .0108(b-0]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits.which maybe required by the
Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page7of8

CERTIFICA"I'I©N CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.07.16.
Certifying Engineer.
Certification Review Date:
Project Name:
WQOO
ProjectCount
1) Has permittee information changed since the permit was issued (or last modified'): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. [11 Yes [11 No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? ) Yes No
3) Final Engineering certification? [ Yes No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
Adequate information related to sewer lines. 7 Yes No fl N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each Vine, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
)
5) Adequate information related to pump stations: El Yes I f No * N/A
Ensure power reliability option was selected per 15A NCAC 02T.0305(h)
as project construction completed in accordance with all of the following:( Yes
No
• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
•
N/A.
version), and MDC
Contact the Central Office to discuss the variance to determine a course of action.
Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter, A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? El Yes No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? Yes I I No
If yes, a permit modification request must be submitted to the appropriate Regional Office„ and a modified
permit with revised certification must be issued prior to certification and operation.
Staae 6f North Caro -ham ! Environmental Quality 4 Water Renou,ces 1 Water Quality Reg,oraap Opaes
Mf,7,0tesvi1le Regional Of ee! 610 ,East p, timer Avenue, Suite 301 ; Mf oresvihc, N'on'h w"arolina
704 663 [699

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Meritage Homes of the Carolinas, Inc.
PERMIT #: WQ0040352
PROJECT: Stoneybrook Station Subdivision
ISSUE DATE: January 25, 2019
This project shall.not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a dul registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, 7 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 following construction:
1,139 linear feet of 8-inch gravity sewer to serve 32 single family units; 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 Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

I•
STATE OF NORTH CAROLINA
COUNTY OF 1`"�Gce-L 1 L 6—
Permit No. liOQ Oo4-0 3SZ
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
+J J,A 7�1 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Meritage Homes Of The Carolinas, Inc. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain Iands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as Stoneybrook Station Subdivision (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 or 47F 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 Stoneybrook Station Homeowners Association, Inc. (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 Iands 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 andrepair.
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 I 1-17 Page I of 2

rr
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.
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 mayrequire 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 apermit.
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
MANAGEMENT COMMISSION
1111inda Culpepper
Interim.Director, Division of Water Resources
Meritage Homes Of The Carolinas, Inc.
Name of ,VELOPER
(Sigria—ture) `y
Brett Manery - Vice President
Print Name and Title
(Date)
FORM DEV 11-17
Page 2 of 2

community inlrostruotrr oortutt nts
October 8, 2018
North Carolina Department of Environment Qu
Division of Water Resources
y
RE: NCDEQ Fast Track Sanitary Sewer Permit
Stoneybrook Station SubdivisionPrivate Sewer
o Whom It May Concern:
The attached submittal is for Stoneybrook station Subdivision which is a 236-lot single family
subdivision. This subdivision is located in Huntersville, Mecklenburg County, North Carolina. This
submittal is permitting 32 single family lots with a total of 6,080 gals/day to be served by approximate
1,107 LT of privately maintained 8" gravity sewer. The proposed sanitary sewer will connect to a
proposed public (Charlotte Water Maintained) sewer on the subdivision, which is currently under
reviewed by Charlotte Water, The Private Sewer will be ultimately maintained by the HOA after the
sewer is certificated and the developer transfers operational responsibilities to the HOA.
Per emails ith Christyn Fer-tenbaugh with NCDEQ, the signed Developer Operational Agreement will
he forth corning once the developer has purchased the property. We are submitting this application and
supporting documentation so that NCDEQ can review the project while the Developer Operational
Agreement is being completed. We understand that the review process cannot be completed without this
a.greenient, but want to otherwise ensure that the package meets NCDEQ requirements
Feel free to contact me should you have any questions or concerns on the project.
Sincerely.
rski, PE
Project Engineer
[e-mail]
616 Colonnade Drive
Charlotte, NC 2 205
Tel, 704.3 34.5348
Fax 7043;34.U078
www.wkelickson,cors
Transportation • Water Resources, Urban Development • Geoniatfi

State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Numbe
cr bn c rtank[ed y t)
R)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1, Applicant's narne, Meritage Horned of t1F .._Caro %r ns Ind (co¢nl any, municipality, f 1OA, utility, etc.)
20 Applicant type: ® Individual Corporation ] General Partnership ® Privately -Owned 'Public Utility
Federal fl Stater'C:ounty° Municipal E. Other
3. Signature authority's name: Brett NFanery per 15A NCAC 02T .0106(b)
Title: Vice President Land Developmenwt
4. Applicant's mailing address: 13925 13allanty)ne Carmorate Place,Sjte 300
City: Charlotte State: NC Zip: 28277-
5. Applicant's contact information:
Phone number [phone] Email Address: brett,manery(i7 meritagehomes,com
PROJECT INFORMATION:
I. Project name: Stoneybrook Station Subdivision
2. .Application/Project status: Proposed (New Permit) 0 Existing Permit/Project
Ifa modification, provide the existing permit number: Wtt)0 and issued date:...
if new construction but part of a master, plan, provide the existing perrnit. number: WC 00,,_
3, County where project is located: Mceklenburg
4, Approximate Coordinates (Decimal Degrees): 1 atitude: 35 370` Longitude
5, Parcel ID (if applicable): Q.1706205
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer: Weston Boles 1,icensc Number: 3783
Firm: W.K. Dickson w&Co., Inc_
Mailing address: (,16 colonnade F)t vcs
City: Charlotte State NC
Phone number: (704) .3;-` 348
ddress: wl c lei r c wkdickson..
IV. WASTEWATER TREATMENT FA('Il I°I"Y' (WWTF) 1:NFORMA"TON:
1, facility Name, McDowell Cr. F„°erntit. Number: NC0036277
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): Va°`Q
System Wide Collection S !stem Permit Number(s) applicable): \VQCS___
Owner Name(s): -_
Downstream (Receiving) Sewer Size: _,..
FOR F 1 A 04-16 Page 1 of 5

'VI. GENERAL REQUIREMENTS
1. if the Applicant is a Privately O ned Public Utility, has a Certificate of Public Csonvenicnce and Necessity been attached?
0. Yes EiNo N/A
. 1f tlae Applicant is a Developer of Tots to be sold, has a Developer's Operational Agree] tent (FOR l :,DF ') been attached?
Yes ©No ©N/A
1. If the Applicant is a Hon, ek'1 rop rt Owners' Association, has an Operational Agreement jf'Q.QM: f IOA) been attached?
Q Yes ©No N/A
4, Origin of wastewater: (ch
,Residential Owned.
0 Residential leased.
© School / preschool / day care
Q mood and drink facilities
© Businesses / offices / factories
k all that apply):
0 Retail (stores, centers, malls)
Q Retail with food preparation/service
0 Medical °" dental / veterinary facilities
Church
Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial Commercial
Industrial (See 15A NCAC 02T .0'103(20))
�Is there a Pretreatment Program in effect?
Car r`aslt
E' Hotel and/or Motels
Swimming Pool /Clubhouse
[� Swimming Pool/Filter Backwash
© Other (Explain in Attachment)
Yes No
6. Has a flow reduction been approved under 15A NCAC 02T ,01_14(f)? © Yes No
Cf yes, provide a copy of Dow reduction approval letter
7. Summarize wastewater generated by project:
ablishment Type (sec 02T.01.14(1))
Residential.
Da r1y Design Flow ',e
gal
gait
No. of Units'.
ttow
6,0'8o GPD
GPD
GPD
GPI)
GPD
Total 6,080 GPD
a See 15A N'CA.0 02T .01141b,, (d), (e 1 apd (e)(2) for caveats to wastewater design tloww rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses;, public,accessfacilities 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
itt G.S. 42A-4).
b Per 15A NCAC 02`1' .0114(c), design flow rates for establishments not identified [in table (5A NCAC Q T.f11 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
wastewater generated by project: b 080 GPD (per 15A. NCAC 02T .(11146)
Do not include future flows or previously permitted allocations
If`permitted flow is zero, indicate wvhy:
Q Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Pe it Number:
® Rehabilitation or replacement of existing sewer with no new flow expected
LI Other (Explain):..
FORM: ETA 04-16
Page 2 of 5

VIL GRAVITY SEINER DESIGN CRITFR.IA (If Applicable) - 02T .0305 & MDC (Gravity Sewers).
1. Summarize gravity sewer to be permitted:
Section i.1 & 111 of Idle MDC for Permitting of Gravity Sewers contains information related trr design criteria
>• Section 111 contains information related to minimum slopes for gravity sewer(s)
y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIi, PUMP STATION DESIGN CRITERIA (If Applicable) -02T .0305 & MDC (Pump_Stations/Force Mains):
COMPLETE.. FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I Pump station number or na.rne:
2. Approximate Coordinates (Decimal Degrees): Latitude: , Longitude:__.__
3, Design flow of the pump station: .__ millions gallons per day (firt'tt capacity)
4. Operational point(s) of the pump(s): gallons per minute at, feet total dynamic head (TDI1)
5, Summarize the farce main to be permitted (for this Pump Station):
ches) Length (feet)
ti.. Power reliability in accordance with 15A NCAC Qvrr .U3o5thi(1):
❑ Standby power source or pump with automatic- activation and telemetry - 15 A NCAC 021" .0305(h)(
)1
Required for all pump stations with raxa average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to faci.lit
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I5A, NCAC 02T
,03O5(h)(I)(C)
or
• Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(11)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
lithe portable power source or pump is dedicated to multiple pump stations, an evaluation ofall the pump stations' storage
capacities and the rotation schedule of tine portable power source or pump, including ravel timcfrarnes, shall be provided
iaa the case of a naultip'le station power outage.
FORM: FTA 04-16

'IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
Does the project comply with all separations found in 15A NCAC 02T .0305(t) &.(g)
15A NCAC 02T.0305( contains minimum separations that shall be provided for sewer systerrls:
Setback Parameter*
Storm sewers and other below vertical
at:er mains (vertical -water over sewer including in benched
gins (lttr:rizontal)
Reclaimed water lines vertical -
Reclaimed water lines lrcarizot
eclaimed over
reclaitrtcd ove
ewer)
verl
e
*Any private or public water supply source, including any wells, 4'S-1 waters of Class 1 or
p f drinking water
Class 1I impounded r�scrvorrs used as a scrr.rrce. u
classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or S13 from normal
(or)wetlands (see item_1X.2) A_ _
high water tide, elevation and
**A y other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An building foundation
Any basement
Top slope of emhankm.ct
ainage systems and
Any swimming pools
Final earth grade (vertical)
• 15ANCAC 02T.0305(g) contains alternatives where separations in, 02'
**Stream classifications can be identified. using, the Division's NC Suitt
• If noncompliance with 02 Y'.0305(f) or (g). see Section X of this application
Yes I I No
atittn Require(
24 inches
18 inches
10 feet
100 feet
50 feet
10 feet
10 feet
36 niche
ot be achieved..
21assifications webpage
Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes ❑ No N/A
➢ See the Division's draft separation requirements fc r situations where separation cannot be meet.
• No variance is required if the alternative design criteria spt cifred is utilized in design and construction
As built documents should reference the location of areas effected.
Does the project comply with setbacks tbund in the river basin rules per 15A NCAC 02 9200"? Yes ❑ No ❑ N/A
I This would include Trout Buffered Streams per 15A NCAC 2C3 0202
4. Does the project require covera.ge'authorization under a 404 Nationwide or
individual. permits or 401 Water Quality Certifications?
• Information can he obtained from the 401_& Buffer Perm? tingl3ranch
Does project comply witlt 1.5A NCAC 02T.01©S cam) (additional pern
❑Yes No
'ations)? ® Ye5
No
Per 15A NCA_C 02T.0:f 05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storrnwater management plans, etc.),
Does this project include any sewer collection lines it:at are deented'`high-,priority`''°
Per 1 5A NCAC 02T 0402, "high -priority sewer" :means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes El No ©N..'A.
lfyes, include an attachment with details for each line, including type (atria
1, and location).
High priority lines ;shall be inspected by the perrttiltee or its representative at.lest once every sroths and inspect
documented per 15A NCAC 02T.0403(a)(5) or the perrt►itee'"s individual Sys tern -Wide Collection permit.
FOR: ETA 04-16
e 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with
and Force Mrins (latesi o r'ionja and the
the Min
rrtzitttrtg of'_}'untl `;i3t
as applicable`
'es No
If No, complete and submit the \'ar'anceiAlternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the req'ucst is required prior to submittal of the Fast Tr ck Application and supporting, documents.
Professional Engineer's Certification.
1, 'We sfc?t Boles
(Professional Engineer's name from Application
that this application for
has been reviewed by the and i.s accurate, complete and consistent with thermation supplied in the plans, specifications.
engineering calculations, and all other supporting documentation to the best of"my knowledge,. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track. Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.f A 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 $1.0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professir Engineer's seal, signature, and date:
Applicant's Certificatic. n per 15A NCA ' 02T .( b):
e+" Man er
(Signature Autl ort'ty's name & title from Application Item 1.rv3
app
ation for
has been reviewed by me and is accurate and complete to the best of my knowledge.. I understand that if all required. parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that, may include civil penalties,
unctive relief, and, or criminal prosecution. I will niake 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 that if
all required supporting information and attachments are not included, this application package will be 'turned to me as.
incomplete.
NOTE — In accordance with General Statutes 141 ' 1S. a and I41 1,5.t 13,, any person who knowingly makes any false
statement, representation, or certification in any application package ,.hall 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.
FORM: ETA 04-16
Page 5 of 5

LETTER OF TRANS
WK
TTAL DICKSON
SON
community infrastructure consultants
616 Colonnade Drive Charlotte, North Carotin
TCt„
ion of Water Resources
610 E. Center Avenue
.Mooresville, NC 2811 5
ATTENTION: mm[1at-ry Love
We are sending via: 1 I Ove.rni
The following items:
® L; PS
ndence G l Plans
704.3345,3
704. 4,34.t.N, i7a8 fax
A [`E. November 28, 2018
Eok Station - .Private Sewer
_
58..00.CI., 44
0 Pick-up L Hand Delivered -Courier
El Specifi ataons Other as lista: d below:
Revised Stoneybrook Station FTSI.
THESE AI E TRANSMITTED as checked below:
For Approval Roque stc al.
0 For Your Use For Review* and Comment
Submitted 1 l Returned fa;
proved as Noted
L1 Forward to Subcontractor
REMARKS:
Please find the above attached or submittal Si ouId you have an.y, questions cr
comments, please let us know.
COP
SIGNED: I'rcy I arski
11

Division of liVater Rees
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FUSE 04-16)
Entity Requesting Allocation: W,K. Dickson CO., INC.
Project Name for which flow is being requested: Stoneybrook Station
More than one FTSE may he requiredpr a single project tf the owner of the WWTP is not responsit e all pump
stations along the route of the proposed wastewater flow
orcEpEEDINCDENRIDWR
Complete this section only ifyou are the owner ofthe wastewater trealmen
a. WWTP Facility Name: McDowell Creek
WWTP Facility Permit ft: NC0036277
100t)RLS'A„ r4EGIONAL OF ME
c. WWI? facility's permitted„flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg„ flow
f. 'fatal flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
,41Iflows are in MGD
12.000
0 567
5 033
0 006
5.606
46 7%
11, 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 WWII):
(A) (B) (C) (D),---(13+C) )=(A -I))
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station 1 Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm I pl), .Daily Flow, Daily Flow, Obligated Available
Nurriber) MGD MOD 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 peakn
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 < O.
Downstream Facility 'Name (Se
Downstream Permit Number:
er): Torrence Creek Outfall Ph. II
DEM 3978 (1976)
Page I of 6
FTSE 04-16

III. Certification Statement:
Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
C$ --tz 10/23/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

Location Map
«m¢ ecUmnbur Count Noft Carolina
mw
r4roriqtdlla."-A
t:

• 9/27/2018
North Carolina Secretary of State Search Results
• rile an Annual'Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email
Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre -Populated Annual Report form
Business Corporation
Legal Name
MERITAGE HOMES OF THE CAROLINAS, INC.
Prey Legal. Name
MERITAGE HOMES OF NORTH CAROLINA, INC.
Information
Sosld: 1192301
Status: Current -Active
Annual. Report Status: Current
Citizenship: Foreign
Date Formed: 3/9/2011
Fiscal Month: December
State of Incorporation:
AZ
Registered Agent: Corporation Service Company
Addresses
Reg Office Reg Mailing
2626 Glenwood Avenue, Suite 550 2626 Glenwood Avenue, Suite 550
Raleigh, NC 27608 Raleigh, NC 27608
Principal Office
8800 East Raintree, Suite 300
Scottsdale, AZ 85260-3966
Officers
Chairman
Steven J Hilton
8800 E. Raintree #300
Scottsdale AZ 85260
General Counsel
C. Timothy White
8800 E. Raintree #300
Scottsdale AZ 85260
Stock
Chief Executive Officer
Steven J Hilton
8800 E. Raintree #300
Scottsdale AZ 85260
Mailing
8800 East Raintree, Suite 300
Scottsdale, AZ 85260-3966
Chief Operating Officer
Phillippe Lord
8800 E. Raintree #300
Scottsdale AZ 85260
Chief Financial Officer
Hilla Sferruzza
8800 E. Raintree Dr. #300
Scottsdale AZ 85260
https://www.sosnc.gov/online_services/search/Business_Reg istration_Resutts
1/1

STATE OF N©RTII CAROLUN .
COUNTY OF
This AGREE
L. OFFICE
Permit No.
DEVELOPER'S OPERATIQNAL AGREEMENT
tde pursuant to G.S. 143-215.1 (di) and entered into this
by and between the North Carolina Envi_ronmen`
n, an agency of the State of North Carolina, hereinafter known as the COMMISSION; a
Homes Of The Carolinas, Inc. _ a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
7 , The DEVELOPER. is the owner of the certai
which it is erecting and will erect dwelling uni
as Stoneybrook Station Subdivision
day of
gement
lenburg County, upon
rovements, said development to be known
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collect n system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) tee provide sanitary sewage disposal to serve
the Development on said lands.
3,. The DEVELOPER has applied to the COMMISSION for the issuance of a
1.43-215,1 to construct, maintain, and operate the Disposal System.
The DEVELOPER has created or shall create unit ownership in said dwellinl
and lands through filing of a Declaration of Unit Ownership (hereinafter Decl
47C or 47F of the North Carolina General Statutes.
t pursuant to G.S.
snits, other improvements.
€ions, pursuant to Chapter
5, The DEVELO'ER. has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Stoneybrook Station Homeowners Assoc iat (hereinafter Association), a non-profit
corporation organized and existing under and by the virtue oftlte lows 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 an
assessments to provide funds for such operation, maintenance, re -construction and repair.
ts. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintainedand 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 pennit 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 I Page 1 of 2

4. The DEVELOPER shaltprovide,-in the Declaration and Association Bylaws dial the DisposalSystem.and
appurtenancesthereto are part of the common elements and shall thereafter'be,'properly maintained and.
operated:inconform ty,-with law and the provisions of the permit for construction, operation, repair, and
ihainfenance of:the:systern and facilities, The Declaration and Bylaws shall'`identify.the:entirewastewatet
treatment, collection;and disposal system as, a,corimmon,elementwhich will: -receive th.e,highest:priority for,
expenditures by the. Association except_ for Federal; State, and local taxes; and insurance.
5, The.DEVELOPER shall provide in .the Declaration arid. Association: Bylaws' that the°Disposal Systentwi11
be•maintained out of thecommon expenses: In order to:assure_thatthere:"shall be, funds, readily available.to;
repair;.maintain�orconstruct the Disposal'Systein,,beyond the routine. operation. and maintenance:expenses,;
the. Declaration. and' Association Bylaws shall provide.thata fund be;:created,:out;of tlfe common expensed,
Such.fund shall tiekeparatE:fedirithe routine= maintenance funds allocated .for the -facility and shall be part;
of the' yearlyliudget.
6:, In the ev-ent_thecoi rnon expense:allocation:and separate fund are not for the construction, repairri.
and maintenance of the' Dissposat, System, the Declaration. and_ Association_ Bylaws shall provide fof'special.
assesSYiientsF to c5vei such necessary .costs. There shall be�no limit' on the amdunt suciz assessments, and.
the Declaration and Bylaws shall providethat such special assessments cant e-made_as necessary at any
tithe.
7 If`a wastewater collection system and wastewater"treatii ent andlor.disposal-facility-provided"by any "city,
town, Villager couritY; water and sewer autlianties _ or other unit: o£:government shall; hereinafter become
available=to;serve the:Development, the DEVELOPER shalltake such:action'as is -necessary to cause:the
existing. andfitture wastewater of the Development to be acceptedand discharges into said,:governniental
system; acid -shall convey; cr transfe as much of the Disposal System and such necessary easements as, the
governmental unit-mayrequireas condition of accepting the Development's,wastewater:.
m --
8: Itecogriizan that it'vsrotiId be contrary to the public i ' interest andd to"ibe public"healtb,_safety, and welfare for
"
the Association to enter into voluntary dissolution;without:havingmade adequate provision forihe continued
proper maintenance,-repairkand..operation of Its Disposal. System,: the DEVELOPER .shall. provide in the
Association Bylaws that the. Association shalt not: enter into voluntary dissolution without first having
transferred its said, system and facilities to some person, corporation or other entity ,acceptab1e'to .and
approved ,bytbe:COM1,US"S°ION byxlifissitanee of aperinit.
9. The;agreements setforth in_numbered paragraphs 1, 2, 3, 4, 5, 6;:7;-and,8 above shatl•be'condittions 'Of any:
permit issued by, the COMMISSION to:thd DEVELOPER. for the.. construction., •maintenance,:,repair and!
operation of the. Disposal System.
10, A copy of this agreementshall be fiiled at the Register of Deeds: in' the County,"(ieslwhere.ihe Declaration is
filed;and m theofiices of. the Secretary of "State of North Caroling with_ the Articles. of Incorporation of the
Association:
IN WITNESSAWHEREOE,,this .agreement wasexecuted in duplicate 'originals-bythe'4uly-authorized
representativeof.ilie partie's hereto on the and yeaMvritten as indicated by each of the parties named below;,
FOR THE ENVIRONMENTAL Meritage, Hbrries:Of T:he` Carolinas,; Inc.
MANAGEMENT_COMMISSION
.Linda -Culpepper
Interirrt.Director, Division of Water Resources,
(Date)
VELOPER
attire),,
Brett;Manery- VicePre$ident
.Print Name and Title,
/1.2. P-LD1
(Date)
FORM;; DBV 11_l7
Page 2 •of.2,

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02L0116,
clEC MVED1NCOEN RtDVW
T S
Certifying Engineer: Weston Boles
Certification Review Date: 09/30/2019
Project Name: Stoneybrook Station Subdivision
WQOO 40352 Project County: Mecklenburg
vocoos
lvtur_.:IRE-SvILLEriEC23•10 N.:AL OFFIL'
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. Yes Kl No
• If yes, please provide either a change of ownership form or new contact information, Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification,
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? Pci Yes El No
3) Anal Engineering certification? Eji Yes E No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: [g] Yes LJ No ri N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches),
5) Adequate information related to pump stations: E Yes 7 No Li N/A
• Ensure power reliability option was selected per 15A NCAC 02-1,0305(hj,
6) Was project construction completed in accordance with all of the following: E Yes El No Ej N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC) for thejifl?fGravity Sewers_ilatest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.O1O5(b}, prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy),
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter, A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? E Yes J No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5), If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? 1 Yes Zi No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, nd a modified
permit with revised certification must be issued prior to certification and operation.
Stec of Non h earokna Environmental Quality Water Resources , WalCr Quality Rcgikmal Operations
Mooresville, Regional ))leci 610 FAA ( nkr A VeTILIt., Suite 301 Mooresville, North CArolina 28115
704 60, 1699

FAST TRACK SEWER ENGINEERING CERTIFICATION
RF,CEIVEDINMENRIDWR
PERMITTEE: Meritage Homes of the Carolinas, Inc,
PERMIT #: WQ0040352
PROJECT: Stoneybrook Station Subdivision
ISSUE DATE: January 25, 2019.
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.
PERINITTEE'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.
r't€ ,,Q),"v
Printed Name, Title
101419
Signature bate
ENGINE EWSCERTIFICATION
1, , as a duly registered Professional En Ineer in the State of North Carolina,
having been authorized to observe (1C periodically, weekly, [J full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the following construction
1,139 linear feet of 8-inch gravity sewer to serve 32 .single family units; such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final ] Partial (include description)
This includes lots along Deluge Alley. These are lots
10-27, which front Hambright Road and Midnight Way.
This excludes lots that front Old Statesville Road (222-236)
Certification Comments/Qualifiers (attach if necessary):
Slateof North Cilrolin0 Li 2vvironinefalif1
Mooresville Regional Ufltiec, 610 1
eT kC ➢#3�g Suite ?0
'04 n63 i(K)9
I (perat:ions
viI e, North Caroiim 281. 15

I
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
FAST TRACK E1`ER ENGINEERING CERTIFICATION
Meritage Homes of the Carolinas, Inc.
WQ0040352
Stoneybrook Station Subdivision
January 25, 2019
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 mariner 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.
PERM!TTEE'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.
Brian Collins
Printed Name, Title
Signature
ENGINEERS CERTIFICATION
7/2812020
Date
1, Troy Karski , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe ( periodically, I weekly, [J full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the following construction:
1,139 linear feet of 8-inch gravity sewer to serve 32 single family units; 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:
Ix'
Final fl Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
C k din tit E 4knte Reaulrrcz_ Water Qu,iihioRe gioau,i Operations
st Centex Ashiatte, Siurte 301 Mooresville, North 4 iirohri i 28115
704 6(13 1699

. CERTIFICA TION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer. Trn«Karski
Certification Review Date: 87/23/2020
Project Name: Stoneybrook Station Subdivision
l||� 4 A ?Q7r,
tWQOD 40352 Project County: M8C�8n�Un] maoRas
MOORF,WiL29 x'E
1) Has pennitteeinformation changed since the permit was issued (or last mmdified): change nfnnoi|img adOrens
change ofownership, transfer from developer toHOA/POA,etc. —lYes FIMo
� If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE?
3) Final Engineering certification? FXr Yes I |No
Yes | |No
If Partial Engineering certification, provide detailed narrative including what is being certified iuthe current
phase, what was previously certified (if applicable), and what is left to be certified.
4} Adequate information related tesewer lines: K . Yes __ No . IN/A
w Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
* Minimum diameters for gravity sewers are 8'|nchesfor public lines and 6-inches for private lines.
m Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
�
5) Adequate information related to pump stations: —1 Yes /— F�
mt�nnx� . No w^/ N/A
a Ensure power reliability option was selected per 15ANCA[02T.0305(h).
6\ Was project censtructioncnnmpletedinaccordanoexvithaUofthefoUovvnQ: V- Yes F— No | N/A
15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of GravitV SewQ, rs (latest version), and IVIDC
for the Permitting of Pump $tations''and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105.(b), prior to certification and operation.
* Contact the Central Office to discuss the variance to determine a course of action.
w Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
� The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T.0402(2))? y| Yes | | No
� If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). if the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8\ Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change inthe number/type ofconoections)? | K Yes }/ No
� If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must beissued prior tocertification and operation.
State ofNorth Carolina 1s.i*"m°muV"a:liw|Water nesomm|*al*Quality a"gi"ua/np=miou
Mooresville Regional m*ct�moUaStCenter Avenue, Suite m1|Mooresville, North Carolina zm/5
7m6eu99