WQ0040443_Application (FTSE)_20181219

Central Files- APS
SWID
11/19/9niR
Per it Number WQ0040443
Permit Tracking Slip
Program Category
Non -discharge Status Project Type
In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Faacillity
FacilityName
Villages at Plantation Landing Private Sewer
Location Address
Version Permit Classification
A Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Mungo Ho'
m Jorth Carolina Inc
Non -Government
Owner Affiliation
TJ_
Geoff Shiley
Dales/Event 2521 Schieffelin Rd
Raleigh NC 27612
Scheduled
Orig Issue App Received Draft Initiated
&
11/16/2018 IssuanPublic Notice Issue Effective Expiration U T-1
� l �,(
Regulalfted Ac . tivities 0-4c uestet /Received Events
Additional information requested
Additional information received
Out,fall
Waterbody Name Streamlndex Number Current Class Subbasin

TO:
GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
I c.
-Dean Hunkele
.NC DivisionofWater uali Wale
..Irat-licD)AS, senc
----------------- 0-1121 B:
i
WHMi.r',(-'ton Rerfion,'
127 Cardinal Drive Ext.
Wihfin,on, NC
WE ARE SENDING YOU
❑Shop Drawings
El Copy of Letter
COPIES
2
LETTER OFTRNNSMIl-fAL
®x ,, %.b
Attached El Under separate cover via
"�v
the foTI6 ing items:
Permit Application Fee. Check Plans ®Specifications
El Change order F1 Diskette Other
DESCRIPTION
i original, 1 copy of Fast -Track Application (Public & Private)
8.5"X11" Color LISGS Map & Street Level map (Public & Private)
$48o Review Fee Check (Public & Private)
CFPUA Flow Acceptance Letter (Public & Private)
CFPUA sewer' Specifications (Public & Private)
FTSE Form (Public & Private)
THESE ARE TRANSMITTED as checked below
For approval ❑Approved as submitted ❑Resubmit
copies for approval
El For your use ❑Approved as noted ❑Submit
copies for distribution
❑ As requested ❑Returned for corrections El Return corrected prints
D For review and comment ❑
❑ FOR BIDS DUE
❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
IR
m 'ED H-CoDENRIDIN
NOV 1
- 6?0
Regional
Or t'a
a _e offlu
COPY TO: File
SIGNED, Garry S. Pape, P.E.
ff enclosures are not as noted, kindly notify us at once.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
F :0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
15A NCAC 02T
"'Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number. qQto be completed b DWR
pp 1q3
� P Y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Clayton Properties Group, Inc (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: Leon O'Rourke per 15A 1 CAC 02T .0106(b
Title: Assistant Secretary
4. Applicant's mailing address: 2521 Schieffelin Road, Suite # 116
City: Apex State: NC Zip: 27502- k� }
fly
5. Applicants contact information:ti
D E C
�
Phone number: 910 366-9313 Email Address: lorourkegmun o.com t. '
r
II. PROJECT INFORMATION:
1. Project name: Villages at Plantation 4 0 ion Landin '�y v S
� � g
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.1832' Longitude:-77.4641 °
5. Parcel ID (if applicable): R02900-003-097-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Garry S. Pape, PE License .Number: 031315
Firm: GSP Consulting, PLLC.
Mailing address: 6626-C Gordon Road
City: Wilmin ton State: NC Zip: 28411-
Phone number: [phone] Email Address: gpapeAg_sp-consulting.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin Wastewater Treatment Plant Permit Number: 0023965
Owner Name: Cape Fear Public Utility Authority (CFPUA)
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbers : WQ 66 ` Downstream Receivin Sewer Size: 8 inch
ya,l V�
System Wide Collection System Permit Nuinber(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority (CFPUA)
FORM: FTA 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?
❑ Yes ❑No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DE'�'� been attached?
❑ Yes ❑No ❑N/A
3. If the Applicant is a Home/.property Owners' Association, has an Operational Agreement WORM: 1-1OA) 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 % Commercial
% Industrial (See 'l 5A NCAC 02T .0103(?0})
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01.1.4(f)? ❑ Yes ❑ No
➢ If _yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114Lf))
Daily Design Flow a,b
No. of Units
Flow
3 Bedroom Single Family
360 gal/unit
26
%360 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
913 60 GPD
a See 15A NCAC 02T .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 1.5A N'CAC 01T.01.141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9,360 GPD (per 1.5A 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC~ (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 528 C900
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 021".0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(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 - 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 timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & ® Yes [:]No
➢ 15A NCAC 07T M05(fl c;nntainc minimum ePnaratinnc that clhall hP nrntrirlPrl fnr ca'Xx1ar cvQfPMC--
Setback Parameter*
r
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 II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I 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.0.3 contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's ITC Surface Water Classifications webpa�e
➢ 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 1.5.A NCA.0 2.B.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.0105Lc)(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 15A NCAC 01 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 permittee 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

1, Does the submitted system comply with 15A NCAC 0 the Minim a fthe PcnqtLng,..Of.P.UTnR Stations
wn Design Criteri or rr
and Force Matnlatest version and the Gravillf. Sewer -M—Wlmum: Desizi unteria f latest version) as applicable?
If No, wmplete and submit the Varince/Alternative Design Request applicafion ('ADC 10-14) anal d supporting documents
for review. Agaroval of the aguat ls,Muired Prigr..Lo submittal of We. Fast Tract.A won and, suvEq!jift
documents.
2. Prokssional Engineers CeTtification:
16
!T" * ____ _,f Attest that this application for
name fmm Application Item 111. 1.)
has been reviewed by me and Is accurate, complow and consistent with the information supplied in the plans, specifications,
engiacering calculations, and all otheTsupporting documentation to the, best of my know -ledge. I further attest that to the, best
of any lmowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (JaWst version), and the Mmilimum Design Cd-
ntcria for the Fag -Track
Permitting of Pump Stations and Force Mains (latest version). AMough other professionals, may have developed ceftin
portions of this submittal package, indualion 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.
— In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representafion, or certification mi any applicafion 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.
essional Engineeils sul, signatuM and date: 0 Nor& Carofinst Prof A
CL SEAL
..
031315
Y S
3. Applicants Certifleation per 15A NCA C 02T .0 106(b).,
(S
.._ awt that this appliewon for *
ignatm Authorii�'s name & tide from Application
fiil 13.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I undersMd that if all required pis of
this applicafion are not completed and that if all requires supporting documentation and attachments are not included, this
application package is subject to being retumed as miomplete. 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 inaymiclude civil -penalties,
4
injunctive relief, and/or crWidul, prosecution. I will make no clams against the -Division of Water'Resouroes should a
wndition of this permit be violatW. I also understand that, if all required parts of this applicaflon'pckage are not completed
and that if all required supporting informafion and attachments are not included, this application package will be retmed to
me az incumplic;tV. I
NOTE — In accordance with Geneml Statutes 143-72415.6A and 143-215.6
.................... 1.2 Bt any pin mho knowingly makes any false
sUftment, Teprescntatior4 or certification in any 4plicafion package shall be . gal'Ity of a Class 2 misdemmor, which may
include a fi-nc not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
sigtiatm:
Date: I'Llia
--- IMF, -
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
` Y Department of Environmental Quality
A., 4 Division of Water Resources
Division of late Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Mun o Homes of NC Inc/ Trask Land
Project Name for which flow is being requested: Plantation Landing 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: James A. -Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All f lows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.690
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.009360
g. Total actual and obligated flows to the facility 13.360
h. Percent of permitted flow used 83.5%
II. Complete this section for each pump station you are responsible for alongthe route of this proposed
p p
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
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow* *
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / p f),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity* * *
135
1.058
0.423
0.179
0.173
0.352
0.071
95
2.251
0.900
0.463
0.478
0.941
-0.041
89
N/A
14.583
5 833
4 493
1 376
5 868
0 035
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
* * * 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): Cape Fear Public Utility Authority
Downstream Permit Number: WQ0023672
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
,P
Date 1
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
23% total flow % and 1.376 MGD of the Available Capacity (E) in Pump Station
89 ;and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Blue Clay Road. Force Main is in design or under construction with
planned completion in TBD ; and/or
d. The following applies:
Another funded capital. project will provide the required planned capacity to Pump. Station
95.. The project is in design with planned completion estimated in 2019.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
ZFAIWAA
MEMO,
Page 3 of 6
FTSE 10-18

• 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
Business Corporation
Legal, Name
Clayton Properties Group, Inc.
Prev Legal. Name
Clayton Properties, Inc.
Prev Legal Name
CMH Parks, Inc.
Information
Sosid: 0296674
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 11/21/1991
Fiscal Month: December
State of Incorporation:
TN
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
150 FAYETTEVILLE STREET 150 FAYETTEVILLE STREET 5000 Clayton Rd
Raleigh, NC 27601 Raleigh, NC 27601 Maryville, TN 37804-5550
Principal. Office
5000 Clayton Rd
Maryville, TN 37804-5550
Officers

Vice President
DARYL CHAFIN
5000 CLAYTON ROAD
MARYVILLE TN 37804
Assistant Secretary
ZALMAN KOHEN
5000 CLAYTON ROAD
MARYVILLE TN 37804
Assistant Secretary
Will Roberson
PO Box 4098
Maryville TN 37802
Stock
Class: 99 SEE CERT
Shares: 0
Par Value 0
Vice President
ERIC CHAFIN
5000 CLAYTON ROAD
MARYVILLE TN 37804
Assistant Secretary
JODIE PALIN
5000 CLAYTON ROAD
MARYVILLE TN 37804
President
Mike Rutherford
PO Box 4098
Maryville TN 37801
Assistant Secretary
FREDERICK J DELIBERO
5000 CLAYTON ROAD
MARYVILLE TN 37804
Assistant Secretary
Linda Ponce
PO Box 4098
Maryville TN 37802
Secretary
JAMES STARIHA
PO BOX 4098
MARYVILLE TN 37802

ACTION BY WRITTEN CONSENT OF
THE BOARD OF DIRECTORS OF
CLAYTON PROPERTIES GROUP, INC.
November 30, 2018
The undersigned, being all of the members of the Board of Directors (the "Board") of Clayton
Properties Group, Inc., a Tennessee corporation (the "Company"), acting by written consent as permitted
by Section 48-18-202 of the Tennessee Business Corporation Act and Section 3.6 of the Bylaws of the
Company, hereby consent to the adoption of the following resolutions without a meeting and agree that
such actions are taken with like effect and validity as though duly taken by the affirmative vote of the
Board at a meeting duly called and legally held as of the date first written above:
Appointment of Officers
WHEREAS, the Board believes it to be advisable and in the best interests of the Company and
its shareholders for the Company to appoint certain individuals as officers of the Company.
NOW, THEREFORE, BE IT RESOLVED, that the Board hereby appoints each of the
following individuals to serve as an officer of the Company until such individual's successor is duly
appointed or until such individual's earlier death, resignation, retirement, disqualification or removal:
Name
Position
Mungo, Steven
Vice President
Johnson, Stephen
Assistant Secretary
Condon, Christopher
Assistant Secretary
Mcloud, James Lee
Assistant Secretary
Shiley, Geoff
Assistant Secretary
Brightwell, Leigh
Assistant Secretary
Anfinson, Carie
Assistant Secretary
Barrett, Christopher
Assistant Secretary
Evans, Steven Anthony
Assistant Secretary
Bricketto, Frederick
Assistant Secretary
Campbell, Brent
Assistant Secretary
Orourke, Leon
Assistant Secretary
Carroll, Thomas
Assistant Secretary
Berry, Tabatha
Assistant Secretary
Clayton, Kristen
Assistant Secretary
Lusk, Katherine
Assistant Secretary
Inabinet, R. Chris
Assistant Secretary
Kerce, Mark
Assistant Secretary
Reinhart, Jill
Assistant Secretary
Kaufmann, Matthew
Assistant Secretary
Lowman, Michael
Assistant Secretary
Cox, Ford Todd
Assistant Secretary
Speiran, Adam
Assistant Secretary
Moore, Randall
Assistant Secretary

General Resolutions
RESOLVED, that the Board hereby authorizes and empowers each of the authorized officers of
the Company (the "Authorized Officers"), on behalf and in the name of the Company to prepare or cause
to be prepared and to execute, deliver, verify, acknowledge, file or record any documents, instruments,
certificates, statements, papers, or any amendments thereto, that such Authorized Officer deems
necessary, appropriate or desirable in order to effectuate the actions approved in this Action by Written
Consent, and to take such further steps and do all such further acts or things as such Authorized Officer
deems necessary, appropriate or desirable to carry out the intent of the resolutions set forth in this Action
by Written Consent;
FURTHER RESOLVED, that the authority and power given pursuant to this Action by Written
Consent be deemed retroactive and that the Board hereby ratifies, approves and adopts all acts authorized
by this Action by Written Consent performed prior to the execution of this Action by Written Consent;
and
FURTHER RESOLVED, that the Board hereby directs the Secretary of the Company to place
this Action by Written Consent in appropriate order in the books and records of the Company.
The members of the Board are permitted to execute this Action by Written Consent in
counterparts, all of which taken together constitute but a single instrument.
[Signature Page Follows]
2

Each of the undersigned has executed this Action by Written Consent as of the date first written
above for the purpose of evidencing (i) such undersigned's consent to the taking of the foregoing actions
without a meeting and (ii) such undersigned's affirmative vote in favor of taking the foregoing actions.
BOARD— Dl..'R Z'ATORS:
'Ar
............ .. .......
.e1th.14oldbrooks
A KI-
xA
Mike Rutherford
Linda Ponce
[Signature Page to Action by Written Consent of
the Board of Directors of Clayton Properties Group, Inc.]

c
November 9, 2018
NCDEQ
Division of Water Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
c/o Dean Hunkele
Re: Villages at Plantation Landing
WQ0040178 Modification & Private Sewer Application
This Application is for a Modification for the previously approved Villages at Plantation Landing
Public Sewer permit and for a Private Sewer Application. The original Public Sewer Permit was
permitted for 48 three bedroom townhome units for a total flow of 17,280 gpd with 785 linear feet of
8-inch gravity sewer. This Permit is being modified to contain 456 linear feet of 8-inch gravity sewer
and a flow of 7,920 gpd. The Private Application is submitted as the developer will be installing 6-
inch gravity sewer instead of 8-inch gravity sewer in some locations. This Application is for 528
linear feet of 6-inch gravity sewer and a flow of 9,360 gpd. The total flow is 17,280 gpd and has been
broken up as per CFPUA Regulations.
Please contact me immediately at [phone] or ,gpapet,' ,gsp-consulting.coi-n if you have any
questions or require additional information.
j E
Ut
NOV 2 0 2018 t
s
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

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Hunkele, Dean
From: Garry Pape <[e-mail]>
Sent: Friday, December 7, 2018 5:29 PM
To: Hunkele, Dean
Subject: [External] RE: mung0 homes app
Attachments: VaPL DWR Private Sewer Operational Agreement signed 12.7.18.pdf
Developers OA. - Garry
From: Hunkele, Dean[mailto:[e-mail]]
Sent: Monday, November 19, 2018 11:53 AM
To: Garry Pape
Subject: mungo homes app
Importance: High
Need Developers OA
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean. Hun [e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Email Torres ondence to andfrom this oddress fs subject to the North Carolina Public Records Law and :may be disclosed to third'
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
Permits/peres/collection-systems-permits
1

Hunkele, Dean
From: Matthew Tribett <[e-mail]>
Sent: Monday, November 19, 2018 1:16 PM
To: Hunkele, Dean
Cc: Bernice Johnson
Subject: [External] RE: Plantation Landing townhomes
Dean,
Bernice is out of the office for the week. I needed clarification on the reasoning behind some mains chan in to private. g g p te.
I called Garry Pape to discuss, but it sounds like he responded directly to you. Please let me know if questions still
remain on this.
As far as the project name, I believe the project was initially called "Plantation LandingTownhomes" and is now being
called "Villages at Plantation Landing".
Please let me know if you need anything from me. Thank you.
Matthew Tribett, P LS, PE
Engineering Manager 910.332.6415 [e-mail]
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 Government Center Dr. Suite 102; Wilmington, NC 28403
.............................................. . ..............:.......... ............................. .
From: Hunkele, Dean <[e-mail]>
Sent: Monday, November 19, 2018 11:45 AM
To: Bernice Johnson <[e-mail]>; Matthew Tribett or.
<Matthew.Tribett@cf ua>
p g
Cc: Garry Pape <[e-mail]>
Subject: RE: Plantation Landing townhomes
Oops I see I have 2 apps now, but project name for private is still in question. Also, lease advise why we have
p y e a private
portion.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunkele ncdenr.go
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC28405
htt de .nc. g ov contact re ional-offices wilmin ton
1