WQ0040309_Application (FTSE)_20181005

LandDesign Transmittal
PROJECT: 1018314 PROVIDENCE DATE: 9/19/2018 RECEIVED/NCDENR/DWR
TOWNHOME CONSTRUCTION SEP 2 4 ?018
DOCUMENTS
1018314 WOROS
SUBJECT. Providence Road Townhomes- TRANSMITTAL ID: 00005 MOORESVILLE REGIONAL OFFICE
Private Sewer
PURPOSE: For your approval VIA: Mail
FROM
NAME
FMAII
United States desi n.com COMPANY clawle landdesi Drl( u[
Y@ 9 y@ n.com 9
To
NAME COMPANY FMAIi_ P WNE --�
Barry Love
610 E Center Ave#301 NCDENR-
Room#3323 Mooresville Regional [e-mail]
Mooresville NC 28115 Office
United States
Barry,
Please find enclosed a fast track sanitary sewer permit application for a
private sanitary sewer system to serve the Providence Road Townhomes at
10016 Providence Church Lane in Charlotte, NC.
If you have any questions or concerns please feel free to contact me.
Thank you,
CHRIS LAWLEY
Designer Charlotte I (o)704.333.0325
Charlotte Washington DC I Dallas I Orlando I San Francisco Boulder
LandDesign.com I @LandDesigninc
DESCRIPTION OF CONTENTS
CITY DATED TITLE NOTES
9/19/2018 $480 Check
2 9/19/2018 Complete Fast Track Application Package
COPIES.

LaxidDesig .
CREATING PLACES
THAT MATTER.
RECEIVEDINCDENR/DWR
SEP 2 4 ni8
September 19, 2018 wU
MOORESVILLE REGIONAL.OFFICE
Providence Road Townhomes
LDI Project No. 1018314
SEWER SYSTEM APPLICANT:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DEVELOPER:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DESCRIPTION:
We would like to request approval for sewer extension to the project site of Providence Road
Townhomes. The property will consist of 5 townhomes. The total wastewater flow requested
and approved was 950 gpd. The townhomes will allocate a total flow of 950 gpd to the private
system. We are proposing to install 122.10 If of 6" pvc. Flows from the site will be sent to the
McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment Plants (facility permit
numbers NC0024970, NC0024945, and NC0024937). This application package consists of the
fast track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and the developer's operational
agreement.
Respectfully Submitted,
Aaron Wagoner, PE
LandDesign, Inc.
LANDDESIGN.COM
223 N GRAHAM STREET CHARLOTTE NC 28909. 704 333 0325
CHARLOTTE WASHINGTON DC DALLAS ORLANDO • SAN FRANCISCO

State of North Carolina
DWR Deparhnent of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
` RECEIVEDINCDENRIDWR
��� {J Application Number: ,YA (tobecompletedby DwR) SEP 24 2018
All items mast be completed or the application will be returned WOROS
1. APPLICANT INFORMATION: MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Carolina Development Group NC,LLC(company,municipality, HOA,utility,etc.)
2. Applicant type: ❑Individual ®Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ❑Municipal ❑ Other
3. Signature authority's name: Russ Sinacori per 15A NCAC 02T.0106(b)
Title:Manager
4. Applicant's mailing address: 10100 Park Cedar Drive, Suite 166
City: Charlotte State: NC Zip: 28277-_
5. Applicant's contact information:
Phone number: 704)400-3636 Email Address: russrsinacoribuilders.com
11, PROJECT INFORMATION:
I. Project name: Providence Road Townhomes
2. Application/Project status: ® Proposed(New Permit) ❑Existing Permit/Project
If a modification, provide the existing permit number:W000_ and issued date:
If new construction but part of a master plan,provide the existing permit number: WQ00_
3. County where project is located: Mecklenbure
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.0729740 Longitude:-80.772869`
S. Parcel ID(if applicable): 22538151
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Aaron Wagoner License Number: 043902
Firm: LandDesien
Mailing address:223 North Graham Street
City: Charlotte State:NC Zip: 28202
Phone number: 704)333-0325 Email Address: awagonerWanddesign.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Na t1�McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970.NC0024945,NCO024937
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: FTA 04-16 Paget of 5

Vl. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement(FORM: DEV)been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/1'royerly Ownerti Association, has an Operational Agreement(FORM: HOq)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑Hotel and/or Motels
❑School/preschool/day care ❑ Medical/dental/veterinary facilities ❑Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Corrunercial
_%Industrial (See 15A NCAC 02T.0103(20))
"Is there a Pretreatment Program in effect? [-] Yes ® No
6. Has a flow reduction been approved under 15A NCAC 027'.0114(t)? ❑Yes ❑ No
If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.01 14(f)) Daily Design Flow'° No.of Units Flow
Dwelling Unit 190 gal/Day 5 950 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 950 GPD
a See 15A NCAC 02'r .0114(b). (d). (e)(1)and(e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.42A-4).
b Per 15A NCAC 02T .0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.0114)shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
S. Wastewater generated by project: 950 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑Flow has already been allocated in Permit Number:
❑Rehabilitation or replacement of existing sewer with no new flow expected
❑Other(Explain):
FORM: FTA 04-16 Page 2 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T.0305 &hIDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 120.10 PVC
> Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305 & MDC(Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude:-
3. Design flow of the pump station: _millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): _gallons per minute at_feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(l)(B).'
> Required for all pump stations with an average daily Flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15ANCAC 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 limeframes,shall be provided
in the case of a multiple station power outage.
FORM:FTA 04-16 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & I5A NCAC 02T.0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(I)&(g) ®Yes ❑No
> 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 24 inches
Water mains(vertical-water over sewer including in benched trenches) 18 inches
Water mains(horizontal) 10 feet
Reclaimed water lines(vertical -reclaimed over sewer) 18 inches
Reclaimed water lines horizontal-reclaimed over sewer 2 feet
**Any private or public water supply source, including any wells,WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS(except WS-1 or WS-V), B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands(see item IX.2) 50 feet
**Any other stream, lake, impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
> 15A NCAC 02T.0305(g)contains alternatives where separations in 021'.0305(t) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Wnter Classifications weboage
> If noncompliance with 02T.0305(f)or(g).see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ❑ Yes ❑No ®N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No ®N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications are being prepared, have
been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and
sedimentation control plans, stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed"high-priority?" -
Per I SA 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 ®No ❑N/A
> If yes,include an attachment with details for each line, including type(aerial line,size,material,and location).
High priority lines shall be inspected by the pernnittee or its representative at least once every six-months and inspections
documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the NLiniMurB,Qgi�,n C,literia for the Permitting,of Pump Stations
and Force Mains(latest version) and the Suavity Sewer Minimum DesignCriteria IN est version)as applicable?
® Yes ❑No
If No,complete and submit the Variance/Altemative Design Request application(VADC 10.14)and supporting documents for
review. Approval of the request is required prior to submittal of the FastTrack Application and supporting documents.
2. Professional Engineer's Certification:
1, Aaron Wagoner attest that this application for
(Professional Engineer's name from Application Item III.I.)
has been reviewed by me and is accurate,complete and consistent with the information supplied in the plans, specifications,
engineering calculations,and all other supporting documentation to the best of my knowledge. 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 143-2i5.6A and 143.215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.
i..................\`�J.1}}y11fff ... .........._.....
...'
North Carolina Professional Engineer's seal,signature,and date: �� N CA 41 -
G
= 043902
YV
kit++AGO\ /1•L#al8
3. Applicant's Certification per 15ANCAC 02T.0106(b):
1, Russ Sinacori, Manager -attest that this application for
(Signature Authority's name&title from Application Item 1.3.)
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. 1 understand that any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief,and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215 6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: _ `�� rt6r✓li: �^ C/L Date: �— !� 2a/d
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
F, Department of Environmental Quality
v Division of Water Resources
Division of %Eater Resouces Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Land Design, Inc.
Project Name for which flow is being requested: Providence Road Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NC0024970,N00024945,NCO024937
Al!flows are in MGD
c. WWTP facility's permitted flow 99.000
d. Estimated obligated flow not yet tributary to the WWTP 12.303
e. WWTP facility's actual avg. flow 63.767
f Total flow for this specific request 0,001
g. Total actual and obligated flows to the facility 76.071
h. Percent of permitted flow used 76.6%
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/pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor(pf) not 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I 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.
Ko'-, 8/24/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

B-11
u4"I i ( I §1 ''' !J i \� L 4 � �,_.� \� �j�✓�I t I .^ p \ - \ \ jl
^'\�/! 1 •`. ._,•� J, f -". I .aQQ ti, .`i��� i r t,/ I I �.; 1� \i _ \ \
� ) 7
f•rmLLe ee�le-' / - ( ' � `ze. r i I �I t� 57
SITE ,± ����'/
PROP 6" SANITARY SEWER °
'—\+-fir Y`( I y ' , I ` �� '/-'��' �I "-� f I I ,! I ;' �..— O L.•� �.-"
.^ice / ) I f/(�^'��-~a` �� L--ll�'� I '"`�i. 6 li J'- •..-. r ,� ��� _- - IL __ I i ?{ •�.'x
t, ✓��1 ( S e I 1, f�� P en -
AeA
J
� ��� 'nor r•'
I _ I
NI¢Kee Rd
Elem�fttary,
y` l �J P 74�'tt=a I unn
Commons r j9c rki
i
I
a 1 r roviaence
j
J ✓ _ . ':l al (•et /� 3r i�v.-w.nm�rf:rn •, I �T -� \�^ -�` I S w �^� +�
r rdbirlson /
ProrNe nade I �f " Vim" .
�. —'� •'
G`Mak)!yQ'.E1gJI .tq' - -. '•. � � �yc �•U' ,1 '.
�n �-._ProvWencp
E$t�.ttC3'Eas

W
a I hwo
CV, o
D C
N p �
°D 86 8 m
O 80
N -6
m @
r n�
O
V
-Q t OI
0 C
a
C d
�y N �
�1 d . E
•ml m
^N E D
E a.
U
n 21
}1 Q- v m
t o
�O U E
J _ x'o
Z00
m ° �
^� + W Z � � z 3P` �°
N v
O N zU)> 3:
V/ W V IL V/ O
4-1
a� U
1 E
D
� O
^ »5 L
E
V/ O 0 p
iCZ 0 a-I w y C
U
Q u"I N
C� O OZ66 > W 5
irC
a n C)co
� E
t t O Z a
^^11 Q
« o
AN
M . r w a
v� ! .� ♦ 20
au 0
L O
O L
w O D O
O m m
n
`o
N p O
O Q C
N O
N 0 n5
N1 � .
O L_
C> N" N
v
O N ry N
N

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No. IN 0 C� 0 t(-C' 3 0 �(
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1)and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Carolina Development Group NC, 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 Providence Road Townhomes (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 organ ized 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 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 mad/or control of the Disposal Systern 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 andDeclaration.
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

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. Tile DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of tile 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 madeadequate provision forthe 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 ofapermit.
9. The agreements set forth in numbered paragraphs I, 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 Carolina Development Group NC, LLC
MANAGEMENT COMMISSION Name of ,VELOPE
Linda Culpepper (Sig a ure)
Interim Director, Division of Water Resources
Russ Sinacori, Manager
Print Name and Title
(Date) (Date)
FORM: DEV 1 1-17 Page 2 of 2

SOSID: 1584170
Date Filed: 3/28/2017 3:48:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2017 081 01675
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Carolina Development Group NC, LLC
(See item I of the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executingthese articles of organization in the capacity of member,organizer or both.
Note: This document must be signed by all persons listed.)
Name Address Capacity
Chris Miller 184 E Chestnut St Ste 5 Asheville NC 28801 Organizer
3. The name of the initial registered agent is:
Chris Miller
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 184 E Chestnut Street, Suite 5
City Asheville State: NC Zip Code: 28801 County: Buncombe
5. The mailing address,if different from the street address, of the initial registered agent office is:
Number and Street
City State: NC Zip Code: County:
6. Principal office information: (Select either a orb.)
a. ❑The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street:
City: State: Zip Code: County:
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH,NC 27626-0622
(Revised December 2016) 2 (Form L-01)

The mailing address,if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. 0 The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g.,the purpose of the entity)
are attached.
8. (Optional): Listing of Company Officials(See instructions on the importance of listing the company officials in
the creation document.
Name Title Business Address
9. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when
a document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is offered,please see the instructions for this document.
10. These articles will be effective upon filing,unless a future date is specified:
This is the day of t4 a I-c Ill 20
Signature
Chris Miller, Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#2 above.
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTE:
I. Filing fee is$125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626.0622
(Revised December 2016) 3 (Form L-01)

LandDesign.
CREATING PLACES
THAT MATTER.
September 19, 2018
Providence Road Townhomes
LDI Project No. 1018314
SEWER SYSTEM APPLICANT:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DEVELOPER:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DESCRIPTION:
We would like to request approval for sewer extension to the project site of Providence Road
Townhomes. The property will consist of 5 townhomes. The total wastewater flow requested
and approved was 950 gpd. The townhomes will allocate a total flow of 950 gpd to the private
system.We are proposing to install 122.10 If of 6" pvc. Flows from the site will be sent to the
McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment Plants (facility permit
numbers NC0024970, NC0024945, and NC0024937). This application package consists of the
fast track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and the developer's operational
agreement.
Respectfully Submitted,
Aaron Wagoner, PE
LandDesign, Inc.
LANDDESIGN.COM
i 11 GR411ANI STREET CH RLOTIL . SiO , 'Ud
'H=.F10TTF i;,• HIf;;7 fit`I C%(: CV1LF:= O1--LA11[1 ) - —Y l '6

North Carolina Secretary of State Search Results Page 1 of 1
• File 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
Limited Liability Company
Legal Name
Carolina Development Group NC, LLC
Information
Sosld: 1584170
Status: Current-Active
Annual Report Status: LLC Under Review
Citizenship: Domestic
Date Formed: 3/28/2017
Registered Agel,L': Miller, Chris
Addresses
Reg Office Reg Mailing
184 E Chesnut St Ste 5 184 E Chesnut St Ste 5
Asheville, NC 28801 Asheville, NC 28801
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosrc.,o�/online_services/scarch/f3tisincss_Registration_ResultS 9/25/2018

Central Files: APS _ SWP _
10/5/2018
Permit Number WQ0040309
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
950
Facility
Facility Name
Providence Road Townhomes
Location Address
Owner
Owner Name
Carolina Development Group NC LLC
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Russell Sinacori
10100 Park Cedar Dr Ste 166
Charlotte NC 28210
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/5/2018 9/24/2018 10/5/2018 10/5/2018
Regulated Activities Requested /Received Events
Condominium Additional information requested
Wastewater collection Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin