WQ0044844_Application (FTSE)_20231020

f,6-e—% C i V e 19
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (JV q (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Archdale (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Zeb Holden per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: P.O. Box 14068
City: Archdale State: NC Zip: 27263-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: English Farm Subdivision Phase I
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is locate Randolph
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.90' Longitude:-79.97'
5. Parcel ID (if applicable): 7718044799 (or Parcel ID to closest downstream sewer)
I1I. CONSULTANT INFORMATION:
1. Professional Engineer: Josh Lambert License Number: 036225
Firm: Strong Rock Engineering Group
Mailing address: 6801 Falls ofNeuse Rd Suite 108
City: Raleigh State: NC Zip: 27612-
Phone number: [phone] Email Address: Inform ation@strongrockgroup. cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: High Point Eastside Treatment Plant Permit Number: NC 0024210
Owner Name: City of High Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 12 inch N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00312
Owner Name(s): City of Archdale
FORM: FTA 06-21 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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a.b
No. of Units
Flow
4 bed single family
480 gal/day
130
62,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
62,400 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 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: 62,400 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 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"
6,602
PVC
8"
1,079
DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(fl or (g), see Section X.I of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear River Basin
(Randleman Buffer) ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [:]No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
-Application Inprogress
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ® Yes [-]No
Per 15A NCAC 02T.0402. "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
FORM: FTA 06-21 Page 4 of 5

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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 5 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, Josh Lambert, PE , attest that this application for English Farm Subdivision Phase 1
(Professional Engineer's name from Application Item II1.I.) (Project Name from Application Item 11.1)
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,
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 143-215.613, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 7 )
.......................�.�.�:P�.H}�f, ...............:
North Carolina Professional Engineer's seal, signature, and date: �(H •CAR
SAL �•
36225
F
Usy : G I N E;���A,���
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Zeb Holden , attest that this application for English Farm Subdivision Phase 1
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.I )
attest that this application 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.
.0/Signature: Date: /®//-6 �3
FORM: FTA 06-21 Page 6 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Archdale
Project Name for which flow is being requested: English Farm Phase 1
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 ►pastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
All flows are in MGD
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 62,000
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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:
Pump
Station
(Name or
Number)
Weant
na
Pump
Station
Permit
No.
WQ0029787
Firm
Capacity,
MGD
5.760
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx. ,
Obligated,
Daily
Current
Not Yet
Total Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pfl,
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
2.304
1.098
0.103
1.201
1.103
* 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): High Point Eastside Treatment Plant
Downstream Permit Number: NCO024210
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Zeb Holden 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.
z�, '?
Title of Sig
Page 2 of 6
FTSL 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Howl'racking for Sevier Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: I Iig PointNC
Project Name for which flow is being requested: English Farm Subdivision Phase 1
More than one FTSE may he regzrired for a single project if the owner of the WWTP is not responsihle for all pump stations along the
route of the proposed wastewater flow
1. Complete this section only ifyou are the owner of the wastewater treatment plant.
a. WWTP Facility name: Eastside WWIP
b. WWIT Facility Permit M NCO024210
All flows are in MGD
c. WWTP facilitys Penritted flow 26
d. Estimated obligated flow not yet tributary to the W WTP 2.6221
e. WWTP facrkys actual average flow 14.92
f Total flow for this specific request 0.0624
g. Total actual and obligated flows to the facility 17.6045
h. Percent ofpenriitted flow used 67.71%
H. Complete this section for each pump station your are responsible for along the route of this proposed wastewater flow
List pump station located between the project connection point and the W WTP.
(A) (B) (C) (D)�(B+C) (E)�(A-D)
Pump Pump Design Approx Obligated Total Current
Station Station Firm Average Dan y Current Not Yet Flow Phis Available
(Name or pert Capacity, * Flow** Avg. Daily Tributary Obligated Capacity***
Number) err MGD (Fi dpl Flow Daily Flow Flow MGD
MGD MGD MGD MGD
*The Firm Capacity of any pump station is defined as the rmxinium pumped flowthat can be
achieved with the largest pump taken out of service.
** Design Average Daily Flowis the firm capacity of the pub station divided by a peaking factor (pl)
not less than 2.5, per Section 2.02(A)(4)(c) of the Minimnn Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located belhwen the
project connection point and the WWTP where the Available Capacity is < 0.
DownstreamFacilityName(Sewer): Eastside WWTP
DownstreamPerrmt Number (Sewer): NCO024210
Page 1 of 6
FTSE 10-18

III. Certification Statement
I, Derrick Boone, certify to the best ofmy knowledge that the addition of the volume of
wastewater to be pernatted 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 improvemerrts identified in the
planning assessment where applicable. This analysis has been perfornned in accordance with local
established policies and procedures using the best available data. This certification applies to those iterrs
listed above in Sections I and II plus all attached plarmi ng assessment addendums for which I amthe
responsible party. Signature of this form indicates acceptance of this wastewater flow.
Sig,* Official Signature
Job
Title of Signing Official
Asst. Public Services Director
9/22/23
Date
Page 2 of 6
FTSE 10-18

STATE OF NORTH CAROLINA
COUNTY OF Randolph Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this 18th day of
October , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
DesCo EF, LLC a corporation/general partnership registered/[icensed 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 Randolph -—County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as English Farm _ (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, English Farm Homeowners Association _ (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the pennit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page I of 2

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. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Desco EF, LLC _.. .
MANAGEMENT COMMISSION Name ofDEVELOPER
Richard E. Rogers, Jr. (Signature)
Director, Division of Water Resources
Eric Dischinger, President _
Print Name and Title
[011'3 JZ
(Date)
(Date)
FORM: DEV 03-19 Page 2 of 2

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STRONGROCK STRONGROCK ENGINEERING GROUP, PLLC
P.O. Box 99552
Raleigh, NC 27624
E N G I N E E R I N G G R 0 U P Company License # P-2166
TRANSMITTAL FORM
TO: NCDEQ Division of Water Resources —Winston-Salem Regional Office Water Quality Section
450 W. Hanes Mill Rd., Ste. 300
Winston-Salem, NC 27105
SUBJECT: English Farm Phase 1 Fast Track Sewer Initial Submittal
DATE: October 19, 2023
SENT BY: Sara Rogan
We are sending you the following items:
COPIES
ITEM
DESCRIPTION
1
Check
$480 check #1383
1
Application
Fast Track Sewer
1
FTSE
Flow tracking form filled out by Archdale
1
FTSE
Flow tracking form filled out by High Point
1
Site Map
USGS topo map with site highlighted
1
Developer Agreement
Maintenance agreement signed by the developer
1
Report
Engineering Sewer Report
These are transmitted as checked below:
For Information _
Approved as Noted — Revise and Resubmit
As Requested _
Not Approved — Revise and Resubmit
X For Review and Comments _
For Record and File
For Revision _
Submittal
For Approval _
For Recording
Approved _
For Signature, then return to:
REMARKS:
Archdale indicated that the section that the owner of the wastewater treatment plant is filled out by High Point
and that is why theirs is blank. —Zeb Holden City Manager (336-434-7346)

STRONGROCK
E N G I N E E R I N G G R O U P
TRANSMITTAL FORM
STRONGROCK ENGINEERING GROUP, PLLC
P.O. Box 99552
Raleigh, NC 27624
Company License # P-2166
TO: NCDEQ Division of Water Resources —Winston-Salem Regional Office Water Quality Section
450 W. Hanes Mill Rd., Ste. 300
Winston-Salem, NC 27105
SUBJECT: English Farm Phase 1 Fast Track Sewer Initial Submittal — Updated Fee Check
DATE: October 23, 2023
SENT BY: Sara Rogan
We are sending you the following items:
COPIES ITEM DESCRIPTION
1 Check $600 check #1388
These are transmitted as checked below:
For Information Approved as Noted — Revise and Resubmit
As Requested _ Not Approved — Revise and Resubmit
X For Review and Comments For Record and File
For Revision Submittal
For Approval For Recording
Approved For Signature, then return to:
REMARKS:
Archdale indicated that the section that the owner of the wastewater treatment plant is filled out by High Point
and that is why theirs is blank. — Zeb Holden City Manager (336-434-7346)
NC Depart+;-:-; c
Environmenta! t.i,dal t/
Received
OCT 2 4 2073
Winston-Via!:rn
Regional ;',ce