WQ0040287_Application (FTSE)_20181001

200 South Tryon Street, Suite 1400 Charlotte, NC 28202 Charlotte
p+7043761555 f+7043767851 url+www.colejeneststone.com Raleigh
TRANSMITTAL
Date: September 13, 2018
ColeJenest Reference: 4243 Morehead Ridge Multi -Family — NCDEQ Private Sanitary Sewer
& Stone Submittal
Attention: Mooresville Regional Office Water Quality Section
Company: NC Department of Environmental Quality Tel: [phone]
Mooresville Regional Office Water Quality Section
Shaping the Environment 610 East Center Avenue
Realizing the Possibilities Mooresville, North Carolina 28115
We Are
Transmitting:
Laserfiehe
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
Transmitted Via: ❑ Mail ❑ Overnight ® Courier ❑ Hand Delivery ❑ Pick -Up
❑ For Approval ❑ For Your Use ❑ As Requested ® For Review
Remarks: Please find the attached documents for the Morehead Ridge Multi
Family private sanitary sewer review. Should you need any additional
information, please contact our offices.
Thank you, RECEIVEDINCDENRIDWR
otri4Z018
l/ c WQROS
MOORESVILLE REGIONAL OFFICE
By:
Ms. Linda P. Kurudimov — CJS
cc: Mr. Casey Werner, PE — CJS
P:ISDSKPROA42431_CortespondwwsUOIMTransmittal\0973t_NCDEO Private Sanitary Sewer Am
® Herewith ❑ Under Separate Cover
Copies
Dated
Description
2
Project Cover Letter
2
9/13/18
Fast Track Sewer Application
1
9/13/18
Certified Check #11892 for $480.00
2
5/1/18
To o ra hic Ma
2
-
Aerial Ma
2
3/20/18
Limited Liability Company Annual Report
2
9/13/18
1 HOA Operational Agreement
2
5/10/18
1 Flow Tracking Acceptance for Sewer Extension
Application
Transmitted Via: ❑ Mail ❑ Overnight ® Courier ❑ Hand Delivery ❑ Pick -Up
❑ For Approval ❑ For Your Use ❑ As Requested ® For Review
Remarks: Please find the attached documents for the Morehead Ridge Multi
Family private sanitary sewer review. Should you need any additional
information, please contact our offices.
Thank you, RECEIVEDINCDENRIDWR
otri4Z018
l/ c WQROS
MOORESVILLE REGIONAL OFFICE
By:
Ms. Linda P. Kurudimov — CJS
cc: Mr. Casey Werner, PE — CJS
P:ISDSKPROA42431_CortespondwwsUOIMTransmittal\0973t_NCDEO Private Sanitary Sewer Am

200 South Tryon Street, Suite 1400 Charlotte, NC 28202 Charlotte
p+704 376 1555 r+704 376 7851 urh www. colejeneststone.com Raleigh
ColeJenest Morehead Ridge Multi -Family Project
& Stone
The proposed Morehead Ridge Multi -Family project is located on
Shaping the Environment a +/- 15 acre site at the intersection of Freedom Drive and W Morehead
Realizing the Possibilities Road in Charlotte, NC. The site is currently undeveloped. The proposed
private sanitary sewer includes development of two hundred and
seventy-one (271) apartment units which will generate a design
wastewater flow of 41.510 GPD.
A proposed private 8" sanitary sewer collection system is to be
constructed within the new property and will outfall at two locations via
existing 18" and 36" public sanitary sewer mains located north and east
of the project site at two locations. The proposed private sanitary sewer
Land Planning system, to be permitted with the enclosed application, will be owned and
maintained by Giffith Equities LLC.
Landscape Architecture
Civil Engineering Attached Items:
+ 1. Fast Track Application
Urban Design 2. Application Fee of $480.00
3. USGS Topographic Map
4. Street Aerial Map
5. Flow Tracking/Acceptance Form
6. LLC Document
7. Operational Agreement (Home/Property Owner's Association)
RECEIVED/NCDENR/DWR
5tN 14 2018
WOROS
MOORESVILLE REGIONAL OFFICE

RECEIVEDINCDENRIDWR
SEP 1 4 2018 State of North Carolina
Department of Environmental Quality
DWR
wQROS Division of Water Resources
15A NCS .6N16 RF%%MAtR W1CBEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources G FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �� �U y(to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Griffith Equities 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: James R. Griffith per 15A NCAC 02T .0106(b)
Title: Property Owner
4. Applicant's mailing address: 1944 Brunswick Avenue
City: Charlotte State: NC Zip: 28207-
5. Applicant's contact information:
Phone number: 704) 332-7173 Email Address: igriffithAccgriffith.us
H. PROJECT INFORMATION:
1. Project name: Morehead Ridge Multi-Famil
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new constmction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.227778° Longitude: -80.870000°
5. Parcel ID (if applicable): 067-031-04
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Casey P. Werner License Number: 043906
Firm: Cole.lenest & Stone
Mailing address: 200 South Tryon Street, Suite 1400
City: Charlotte State: NC Zip: 28206 -
Phone number: [phone] Email Address: cwemeraa.colcieneststone.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek WasteWater Treatment Plant Permit Number: NCO024945
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 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: DEV) been attached?
❑ Yes ®No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) 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 15A NCAC 02T.0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140 Daily Design Flow','
No. of Units
Flow
Apartment Units 135 gal/day
271
44,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
44,000 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.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 287 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.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: 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)(1):
❑ 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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 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.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water 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 .02009 ❑ 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 15A 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 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I,(.A� �-- attest that this application for
..•777"' (Professional Engineer's name from Application Item 111. 1.)
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 143-215.6A 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,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15/AA NCAC 02T .0106(b): /
/i L
�
! MA%)/attest that this application for
(Signature Authority's name & title from Apphcation Item I.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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/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 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.
Date: D
FORM: FTA 04-16 Page 5 of 5

Division of Water Resources
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
ColeJenest & Stone, PA
Project Name for which flow is being requested: Morehead Ridge Multi -Family
More than one FTSE may be required fora 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, NC0024945, NCO024937
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
It. Percent of permitted flow used
All flows are in MGD
99.0
11.205
65.008
0.044
76.257
77.0%
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 / pf),
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): BerryHlll Road Trunk
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.
Signing Official Signature
5/10/18
Date
Page 2 of 6
FTSE 04-16

. An LIMITED LIABILITY COMPANY ANNUAL REPORT
1012017
NAME OF LIMITED LIABILITY COMPANY: GRIFFITH EQUITIES LLC
SECRETARY OF STATE ID NUMBER: 0470660 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: GRIFFITH. JR.. JAMES R.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
0470660
CA201807900766
3/2012018 09:32
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
1944 Brunswick Avenue 1944 Brunswick Avenue
Charlotte, NC 28207 Mecklenburg County Charlotte, NC 28207
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
1944 Brunswick Avenue 1944 Brunswick Avenue
Charlotte, NC 28207 Mecklenburg County Charlotte, NC 28207
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business =�
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: James R Griffith NAME: NAME:
TITLE: Managing Member TITLE: TITLE:
ADDRESS: 1914 Brunswick Ave. ADDRESS:
Suite 2A
Charlotte, NC 28207
ADDRESS:
SECTION D: CEATIFICATION QF ANNUAL REPORT.) Section D must be completed in Its entirety by a person/business entity.
3/20/2018
DATE
signed by a Company Oficial 1106erunder Section O of This form.
James R Griffith Managing Member
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) 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
Griffith Equities, LLC Griffith , a non-profit corporation
organized and existing under and by virtue of the laws of the State of North Carolina, hereinafter
known as the ASSOCIATION.
WITNESSETH:
The ASSOCIATION was formed for the purpose, among other , of handling the propert, affairs and
business of the development known as Ma6,� EA d �,d e_ / d AA L&a
(hereinafter the Development); of operating, maintaining, re-c�ct' g and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction and
repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the 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 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 ASSOCIATION do hereby mutually agree as follows:
The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to 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 ASSOCIATION 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 bythe Association except for Federal, State, and local taxes and insurance.
FORM: HOA 11-17 Page 1 of 2

The ASSOCIATION 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 fund allocated for the facility and shall be part of
the yearlybudget.
4. In the event the common expense allocation and separate fund(s) 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 be provided such that special assessments can be made
as necessary at anytime.
5. 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 ASSOCIATION 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.
6. 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 ASSOCIATION 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 bythe issuance of a permit.
7. The ASSOCIATION 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
ASSOCIATION'S successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. 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
Linda Culpepper
Interim Director, Division of Water Resources
(Date)
Name
Jh Wo
Print Name and Title
V/3/ier
(Date)
FORM: HOA 11-17 Page 2 of 2

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Central Files: APS _ SWP _
10/1 /2018
Permit Number WQ0040287
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
1.00
Individual
Primary Reviewer
Permit Contact
Affiliation
barry.love
Coastal SWRuIe
Permitted Flow
44,000
Facility
Facility Name
Morehead Ridge Multi -Family
Location Address
W Morehead St
Charlotte
Owner
Owner Name
Griffith Equities LLC
Dates/Events
NC 28207
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
James R. Griffith Jr.
1914 Brunswick Ave
Charlotte NC 28207
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
10/1 /2018 9/14/2018
10/1 /2018 10/1 /2018
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin