WQ0039174_Regional Office Historical File Pre 2018

Environmental Quality
April 21, 2017
Mr. Jack Balchus, Vice President
Kaplan at Sharon Road, LLC
6065 Roswell Road NE Suite 830
Atlanta, GA 30328
COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit. No. WQ0039174
Kaplan at Sharon Road, LLC
Sharon Arbors
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Balchus:
In accordance with your application received April 19, 2017, we are forwarding herewith Permit No.
WQ0039174 dated April 21, 2017, to Kaplan at Sharon Road, LLC (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through 5143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Nothing. Compares
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville .Regional Office 1610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeremy (card, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Kaplan at Sharon Road, LLC
Mecklenburg County
for the construction and operation of approximately 524 linear feet of 6-inch gravity sewer and 119 linear
feet -of 8-inch gravity sewer, to serve the Sharon Arbors project, and the discharge of 4,560 gallons per
day of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received April 19, 2017, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum. Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
r
by W. Corey asinger, Regional Supervisor
Water Quality Regional. Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039174
Permit Issued: . April 21, 2017
3

SUPPLEMENT EMENT TO PERMIT COVER SHEET
Kaplan at Sharon Road, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bythis system shall betreated inthe Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting ofthis project does not constitute anacceptance ufany part Ufthe project that does not meet
25A NCAC2T; the Division's Gravity Sewer Minimum Design [hte,ria adopted February 12, 1996, no
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June I,ZOOO,axapplicable, 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 Permnittee'x responsibility to ensure that theas'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,
L SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 4,560 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
tnand approved bythe Division, [1SA N[A[O2TD304/b\]
Z. This permit shall become voidable unless the agreement between Kaplan at Sharon Road, LLCaod
Charlotte Water for the collection and 0ma| treatment ofwastewater is in full force and effect. [15A
3' The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall beacondition ofthis permit. Noncompliance with the
terms nfthe Operational Agreement shall subject the Perooitteetmall sanctions provided by North
Carolina General Statutes §143-215.6A to §I43'21S.6[for violation of or failure to act in accordance
with the terms and conditions ofthis permit. [1S4N[4C0ZT.8l15]
11.STAN0A0D CONDITIONS
1� This permit is not transferable, In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit requestshall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials an may be appropriate. The approval of this request shall be considered on its
merits and may ormay not beapproved, [1SANCACO2T.O1O4; G.S143-2l5.l(d3)]
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions ofthis permit; IEAN[AC2T the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
4

the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times, The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means.to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control 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.
5

i and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
i 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 Pemmitteeshall report by telephone toawater resources staff member atthe 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:
a. Any process unit failure, due tmknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such an mechanical or electrical failures ofpumps, line
blockage orbreakage, eto.;or
b. Any SSOand/or spill over 1,0UUgallons; Vr
c. Any 5S0and/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone nummber(8C0) 858'0368 or (919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS'SSO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence, This report must outline the actions taken mrproposed tobetaken to
ensure that the problem does not recur. Part ||ofForm CS-6S{l(or the most current Division approved
form) can also be completed tnshow that the SSOwas beyond control. [G.S. 143'215.1[(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 orbypass discharge of wastewater
tothe surface waters nfthe State. [15ANCA[OZT.Q1D8/b\]
7, Upon completion ofconstruction 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 tnthe address provided onthe form. Acomplete certification isone where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Pprnoittee to
appropriate enforcement actions.
|fthe permit isissued tma private entity with anOperational Agreement, then mcopy ufthe Articles
ofIncorporation, 0wc|mvatwnm/Cpvenantn/Restrictimns, 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 aSapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan& profile views of sewer lines& force
mains) ofthe wastewater collection system extension, Final record drawings should beclear pn
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
6

marked,up,.. or annotated with after construction information and show rrequired buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. 115A NCAC 02T .0116]
8. Gravity sewers installed 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 construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
7

as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division' any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
8

FASTTRACKSEWE! .ENGINEERING CERTIFICATION, _, „..__
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Kaplan at Sharon Road; LLC
WQ0039174
Sharon Arbors
April 21, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, ❑ weekly, I full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
*my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and. Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operations
n r n aorrittn Aomnnat fiiiinnl Al n Fact C,.npr Avenue Suite 301 l Mooresville. North Carolina 28115

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No. JQO 5yf 711
DEVELOPER'S OPERATIONAL AGREEMENT
I.
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 12- I day of
�L— , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Kaplan at Sharon Road, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in . Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Sharon Arbors
(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 (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal Systemin 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.
'Cnnarr. r 1Tno t2 v,,.,, t „4)

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
W , t treatment, collection and disposal system as a cornmori element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
. 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
MANAGEMENT COMMISSION
Kaplan at S aron Road, LLC
Name of DE ' LOPER
APS. Jay Zimrnerm , P.G. (S
Director, Division of Water Resources
Jack Baichus Vice President
Print Name and Title
FORM: DEV 08-13
Page 2 of 2

THE COMPLETED APPLICATION PACKAG0INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL O.FIFICE:
REGIONAL OFFICE
Asheville Regional Office
Water Quality Section
Fayetteville Regional Office
Water *u,alitVSection
Mooresville Rwciiooa|Offi«e
Water Quality Section
Raleigh Regional Office
Water Quality Section
ADDRESS
209UUSHighway 78
wmnnanou.North Carolina 28770
28)298-7O43Fax
225Green Street Suite 714
Fayetteville, North Carolina 28301~5004
(910)433'3308
(810)486-O707Fax
610 E. Center Avenue
Mooresville, North Carolina 25115
[phone]
(7U4)683-GO4OFax
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Blmden.Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Alexander, Cabemme.Catawba, Cleveland,
Gaston, |pedel/.Lincoln, Mecklenburg, Rowan,
8Uuniy, Union
1G28Mail Service Center
Raleigh, North Carolina 27689'1028
9)791-4200
Water Quality Section
Wilmington RwqinumKOffice
er Quality Section
Chatham, Durham, Edg000mbo.Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
843Washington Square Mail
Washington, North Carolina 27889
(252)846~8481
Beaufort, Berho.Camden, Chowon.Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pauqumtank.
Perquimans, Pitt, Tyrrell, Washington, Wayne
127Cardinal Drive Extension
Umington'North Carolina 28405
[phone]
(S10)85O-20O4Fax
Winston-Salem Ro*&ona|Office
ater Quality Section
450VuHanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Carteret, Columbus, DupUn.New
Alamwnoe.AJ|eghany.Ashe.Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, 3ur,y.Watauga, Wilkes, Yadkin
^
INSTRUCTIONS FOR FORM: PT/\O4'|6& SUPPORTING DOCUMENTATION Page ]of3

vt/
ww41/EFED
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources .
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number;
17(to be completed by DV
All items rnw,1 be completed or the application vill be returned
1. APPLICANT INFORMATION:
Applicant's name: Kaplan at Sharon Road, LLC (company, municipality, ILIOA,, utility, etc.)
2. Applicant type: E Individual Corporation Ell General Partnership 0 Privately -Owned Public Utility
1:1 Federal 11] State/County Ej Municipal D Other
3. Signature authority's name: Jack Balthus per ISA NCAC 02T .0 I06(b)
Title: Vice President
4. Applicant's mailing address: 6065 Roswell Rd, NE Suite 810
City: Atlanta
State: GA Zip: 30328-
5. Applicant's contact information:
Phone number: [phone]. Email Address.' balchus@livekaplan,corn
II. PROJECT INFORMATION:
1. Project name: Sharon Arbors
2. Application/Project status:
'RECO. V /FUN C N
WOROS
MOOR E SV ELIE E G 10 NA I OF PIC
E Proposed (New Permit) 11 Existing Permit/Project
Ha modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing pen -nit number: WQ00
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.130 Longitude: -80.743'
5, Parcel ID (if applicable): 20940121
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1, Professional Engineer. Jeremy [card License Number: 026.491
Firm: Land Design Inc..
Mailing address: 223 N Graham St.
City: Charlotte State: NC Zip: 28202-
Phone 'number: [phone]
'Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek WWTP Permit Number. NC0024945
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable). WQCS
Owner 'Name(s):
FORM: ETA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been. attached?
Ej Yes DNo N/A
if the Applicant is a Developer of lots to be sold, has a Developer's Operational AgreementVLDEV) been attached?
Yes 0No 0N/A
3, if the Applicant is a Flome/Prourtv Owners' Asociati
4. Origin of wastewater: (check all that apply):
Residential Owned
Residential Leased
El School / preschool / day care
0 Food and drink facilities
El. Businesses / offices / factories
, has an Operational Agreement (FORM: ROA) been attached.?
El Yes LINo N/A
El Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
_I Nursing Horne
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 1.5A NCAC 02T An? LI Yes
)>' If ves, provide a copy of flow reduction approval 'letter
7. Summarize wastewater generated by project:
0 Car Wash
El Hotel and/or Motels
0 Swimming Pool /C'lubhouse
0 Swimming Pool/Filter Backwash
Ej Other (Explain in Attachment)
LI Yes 0 No
Z No
ablishnient Type (see 02T.011.1
Daily Design Flow 23'
No. of Units
Flow
ownhomes
190 gal/day
gal/
24
4,560 GPD
GPD
gal/
GPD
gal/
gall
ga l/
GPD
GPD
GPD
Total
4,560 GPD
a See 15A NC.AC 02T .0114(j2.1, (d), (Oil) and fe)(.2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4)..
b Per 15A NC'AC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NC'AC 02TM11.4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, a.nd other measured data.
8. Wastewater generated by project: 4.560 GPD (per 15A NCAC 021 .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will . be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
LI Rehabilitation or replacement of existing sewer with no new flow expected
Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
6"
8"
8"
Length (feet)
524
67
57
Material
PVC
PVC
DIP
• Section 11 & HI of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimutn slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Forc Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day m capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Purnp Station):
Size (inches)
Length (feet)
feet .total dynamic head (TDH)
Material
6. Power reliability in accordance with I SA NCAC 02T .030501)01:
Li Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( I )(B):,
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
E] Portable power source with manual activation, quick -connection receptacle and telemetry - I 5A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
••-' It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'. storage
capacities and the rotation schedule of the portable power source or pump, including travel timefrarnes, .shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-1.6 Page 3. of 5

SETBACKS & SEPARATIONS —(02B .0200 & 15.A NCAC 02'f .0305()):
Does the project comply with all separations found to I S \ NCAC,�'
15A NCAC 0
0 05(0 contains minimum separa
Setback Paratnet
s and other ut il.ities neat listed below ('vcrtic
tains verttcaI water over
n.s (horizo.
Rcclairned water lines (vertical
Reclaimed \water hncs (horizontal
er including it
ed ove
'd. over sow
at ;shall beJprovidcd 0 i
ed trenches)
*Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class 11 impounded. reservoirs used as a source of drinkin -at
*Any othc
ditches
hied WS (except WS-1 or WS-V). 13, SA, ORW, HOW, or SB from normal
tide elevation) and wetlands (sec item I '
lake, impoundment, or ground water Iowering and surface drainage
An buiIdinfattndation.
An v basement
To slo a of embank raacnt or cut; taf'? feet or taaore verticral hei
A
stems and interceptor drains
g pools
grade (verti
sv�stcm
Yes
atiota Required
24 inches
18 inches
1.0 feet.
18 inches
100 feet
50 feet
10 feet
5 feet
10 feet
'CAC O2T 0;305 cotattains alternatives where separations in 02T 0505(( cannot be achieved,
classifications can be identified using the Division's NC Surfaa c t Agar r,t l t satE Yltcst . w�cbpagc
acompliance with ff' 1 6)i(l? # It t`g j, see Section X of this application
Does the project comply with separation rcquirctrtc
wetlands'? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
i As built documents should reference the location of areas effected
Does the project comply with all set asks found in the river basin rules per 15A NC \( 0 13 0200'
This. would include Trout Buffered Streams per 15A NCAC 213 0202
E yes
4, .Does the project comply with ata individual 404 Permit or any 401 Certifications? Yes No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
Does project comply with l yA NCAC0,;2i.(11.0 1ci(() (additional permits/cc icatic
Per wI 7A NCAC 02;1 tbl f)s to , directly related environmental permits or certificati
been applied for, or have been obtained. Issuance of this permit is contingent on isstrance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
p
Yes
No
icationss are being prepared, have
6. Does this project include any sewer collection lines that are deemed "Fug h-priorityt`'"'
Per l 5 A NCAC 02'lil ()402, .,high -priority sewer" means "any aerial sewer„ sewer contacting Surface waters, siphon, or sewer
post ed. parallel to streambanks that is subject to erosion that undcrmin.es or deteriorates the sewer..
[Yes No
11 ves, include an attachment with details for each hue, including typ
material
nd Ioc<
High priority lines shall be inspected by the permittee or its representative at least once every six: months and inspections
documented per ISA NC:AC 02T.0403(a)(5) or the permitee'c individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

X. C:ERTIFICATI S
1. Does the submitted system con
tti..1:MOft MJLU1.,tLt.
sYes
No
and subrntt the ttriance/Ahern thve Design Re clttcst application (V A DC 10 4) and sm, p ortin docu.ntents for
rafttte treat is re aired r.°0 to submittal ttfttre East Trttetr. A tic rtion and t �rrtitt cf
ineer,s (eriifatatiotn
lererny 5. !card, PE
name
has bee rt rcvicwved liy ttte and is accurate, cotttplcte and consistent with the info°rttatiott supplied in the plans, spec.i
engineering caic.ulat`itttas, and all other supporting documentation to t.Itet cai"toy knowledge. 1 farther attest that t
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gray'
Minimum IDesign Criteria for Gravity" Sewers (lain vetsicatt , and the Minimum .Design Criteria for the Fast-1 rack Perm
of Pump Stations and force Mains (latest version. Altlttattgh other professionals may have developed certain portions of this
submittal package, inclusion of these 'material und:r m si n tare and. seal signifies that l have reviewed this material and
have judged it to be consistent with the proposed desi
NOTE. -m In accor&1artce with General Statutes 1=1 21 6A and 143 2 J S.taB, any person who knowingly° makes aay false
statement, reprtisentatitin, or certification in any application package shall be guilty of a Class 2 misdemeanor, which 'may
include a fine not to exceed $'10,O00, as well as civil penalties up to $25,0017 per violation,
North Carolina Proles. iortal Engineer's seal, signature, and date:
Apphcar
NC'.AC 02 1" .Ct)'( b),
17 Mar 2017
that this application for
eviewed by tme and is accurate and complete to the best, trf my know] .l understand that if all required parts of
Lion are not completed and that if all required supporting documentation and attachments: are not included., this
applicati rrn package is subject to being returned as incomplete. i understand that any dis.char,ge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andr'or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand) that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE In accordance with General ° tatutes l f I
statement, representation, or cert.iticrttitttt in any applicati
include a fine not to exceed S 1,000 as well as civil penalties up
Signature:
0 per violation.
who knowingly makes any false
Class 2 misdemeanor, which may
[)ate:
FORM: ETA 04 l li
Page

CHARLOTTE
W TER
April 17, 2017
Mr, Jeremy !card
Land Design Inc.
223 N. Graham St.
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SHARON ROAD TOWNHOMES
1651 SHARON ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20161435
A flow acceptance study of the subject site has been completed and the following has been determined:
After analysis of the sanitary sewer associated with the proposed project 20161435, Sharon road
Townhomes it was determined that there is sufficient capacity to accommodate proposed sewer flow of
4,560 gallons per day (24 residential townhomes x 190gpd/units t) 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.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NCDEQ. However,
CLTWater cannot guarantee a constant pressure or quality of flow,
The applicant should understand that due to the involvement of other agencies and continuing growth of
the water system, the ability to provide service for future projects cannot be guaranteed nor reserved.
Connection to the CLTWater system is accepted on a first come, first served basis,
The applicant should understand that this letter is not authorization to construct private water systems, as
the appropriate local or State permits are required prior to construction„ Ifthe appropriate authorization to
construct permits are not obtained construction has not started within one (1) year of issuance of this flow
acce tance and a ment for anij service connections have not been received within 1 ear of issuance
of this flow acceptance letter, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, please do not hesitate to contact me at
[phone].
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte,. NC 28216 charlottewaterorg
Operated by the City of Charlotte

Division of water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Land Design, Inc.
Project Name for which flow is being requested: Sharon Road Townhomes
More than one FTSE ?nay be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed ivastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flaws are in MGD
99.0
13.015
70.717
0.005
83.737
84.60
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p#), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Sharon Road Townhomes
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

III. Certification Statement:
Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
G
Signing Officia
1� 4 "
ignature
Page 2 of 6
FTSE 04-16

Eon of Water Resources
State of North Carolina
Department of Environment and Natural. Resources
Division of Water Resources
hed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http;//portal.ncdenr.or web w home ro
Location ID Name of Waterbodyr River Waterbody
Basin Index No.
Tributary to McMullen Catawba 11-137-9-5
Tributary to ittle Sugar Creek Catawba 11-137-8
Waterbody
Classification
C
C
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.

l certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date

0,O125t.025y 0. 5 Mi
This m or r
Users of this
responsat stity
Polaris 3G Map Mecklenburg County, North Carolina
Sharon Arbors
rrt is prepared for the inventory of real property w
p or report are hereby notified that the aforement
the information contained herein.
Da te Printed: 41/7/2017 2:49:56 PM
,.. � ter-
ecktenbu County ad compieecodeeeds,pats, tax maps, serveys, ptanimetrics mapsu and other public records and data,
rubl"ac primary information sources should be consulted for verification Mecklenburg County and its mapping contractors assume no legal

• Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOF STATE
Po Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: Kaplan at Sharon Road, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1536578
Current -Active
Current
Domestic
8/11/2016
January
CT Corporation System
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1111 Kane Concourse Suite 302
Bay harbor island, FL 33154
1111 Kane Concourse Suite 302
Bay harbor island, FL 33154
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
http://www.sosne.gov/Search/profeorp/12342982
4/21/2017

April 17, 2017
ENGINEER'S REPORT
Sharon Arbors
LDI Project No. 1016296
SEWER SYSTEM APPLICANT:
Kaplan at Sharon Road, LLC
6065 Roswell Rd, NC Suite 830
Atlanta, GA 30328
IIESCRIPTION:
The site consists of approximately 2,94 acres. The property is zoned TJR-2(CD) and
will consist of 24 townhome units and approximately 62 If of 8" PVC, 57 If of 8" dip,
and 524 if of 6" pvc sewer main on -site that will rna.ke up the private system. Flows
from the project will be sent to the McAlpine Creek Wastewater Treatment Plant
(NPDES permit number NC0024970), Irwin Creek. Wastewater Treatment Plant
(NPDES permit number NC0024945), and Sugar Creek Wastewater Treatment Plant
(NPDES NC0024937).
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site will be approximately 4,560 gallons per day. The
demand is based on 24 townhome units at 190 gallons per day/unit. New mains are
expected to have a minimum 50-year service life. The system will be constructed by
the Developer per Charlotte Water Standards and Specifications and services will be
billed by the City or Charlotte in accordance with their standard rate schedule.
N 1.u2O1611Q162961DOCS\PERMITTING\PERMIT FORMS\NCDENR FAST TRACKI101611O ENGINEERS REPORT SEWER.©OC LANDDESIGN, INC.

1016296 SHARON ROAD
RiWNHOMES 'S
1016296
SharonArborsSewer Application
For your review and comment
orveer Uppal
Barry Love
610 E Center Ave # 01 NCDENR
Room # 3323 Mooresville Regional barry.l+ ve ncdenr.gov
Mooresville NC 28115Office
United States
Land Design
00011
Courier
gppallanddesin.com
092
Barry,
Enclosed is the fast track serer application for the Sharon .Arbors project.
Please contact mei you have any questions or require any additional'
information,
iesiger~
Engineer"s report
Sewer application
site map
topo map
approved flow acceptance
developers agreement
watershed classification

Permit Numtser— - - WQ0039174
Central Files: APS _ SWP _
4/21/2017
Permit Tracking Slip
Program Category
Nan -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
4,560
Facility
Status
Active
Version
1.00
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Sharon Arbors
Location Address
Owner
Major/Nlinor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
Kaplan at Sharon Road LLC
DateslEvents
Owner Type
Non -Government
Owner Affiliation
Jack Balchus
6065 Roswell Rd Ne
Sandy Springs
GA 30328
Orig Issue
4/21/2017
App Received
4/19/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
Effective
4/21/2017 4/21/2017
Requested /Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Kaplan at Sharon Road, LLC
WQ0039174
Sharon Arbors.
April 21, 2017
Thus 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
1, 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
I NGINEER's CERTIFICATION
CftMk car , as a dul registered Professional E neer un the State of North Carolina,
having beer authorized to observe (► periodically, J weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' {Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Eirtaf Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
c
Resou
Mc oressilk Recional Offl u 610 East Center Avenue, Suite 301 ' Mooresville, North Crcili

mom
James Curley
JVEDNCLENRIDwR
2 01'
WQR0ti,
MCORES `iL..°.r° ;rv'E."t IOr AL (Trim
1016296 SHARON ROAD
TOWNH©MES CD'S
1016296
Sharon Road Townhomes Fast
Track Sewer Engineering
Certification package
For your approval
Land Design
Barry Love
610 E Center Ave #301 NCDENR
Room # 3323 Mooresville Regiona
Mooresville NC 28115 Office
United States
debbie.luckman@ncdenr.
gov
C _3RE. YES
Debbie/Barry,
Tr n ral
8/16/2018
00029
Mail
JCurleysign.com
[e-mail]
[e-mail]
This is the original signed page of the Fast Track Sewer Engineering
Certification package for Sharon Road Townhomes. We will be submitting
the electronic files on Monday (8/20) or Tuesday (8/21).
Thank you,
JAMES CURLEY
Designer I Charlotte (aj 704 ;7w
Charlotte I Washington DC I Danas I Orlando I aaru Francisco 16ouuder
a a tt . ys i 4r I @Land©esignlnc
Jeremy Icard
Barrett Blackburn
(LANDDESIGN INC)