WQ0043345_More Information (Requested)_20220407

Strickland, Bev
From: Christian Vestal <[e-mail]>
Sent: Monday, April 25, 2022 4:24 PM
To: Lowe, Alexander
Cc: Zach Gardner
Subject: [External] RE: Revisions Requested - The Villas on Church
Attachments: Signed FTSE.pdf; Signed Sheet FTA- 06-21.pdf; Signed Developers Operational
Agreement.pdf
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Alex,
See attached signed sheets.
I will have these mailed to you today with the other sheets that have been updated.
Thanks
Christian Vestal
Design Technician
Summey Engineering Associates, PLLC
P.O. Box 968 I Asheboro, NC 27204
Office: 336.328.0902 I Fax: [phone]
Email: [e-mail]
From: Mack Summey <[e-mail]>
Sent: Thursday, April 07, 2022 4:24 PM
To: Zach Gardner <[e-mail]>; Christian Vestal <[e-mail]>
Subject: Fwd: Revisions Requested - The Villas on Church
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From: Lowe, Alexander <[e-mail]>
Sent: Thursday, April 7, 2022 4:13:15 PM
To: Mack Summey <[e-mail]>
Subject: Revisions Requested - The Villas on Church
Good afternoon Mr. Summey:
I have reviewed the application submitted on behalf of Boulding Corp for the Villas on Church Fast Track sewer project,
and I have located a few revisions that will need to be made before the permitting can move forward. Please see the
listed items below:
1

1. Form FTA 06-21, item VI.8: Please list the total flow (as noted in table just above it) in this spot as well
2. Form FTA 06-21, item X.3: Unfortunately, digital signatures can't be accepted unless they are applied through a
secure digital signature application, such as Adobe or DocuSign. Mr. Truskolaski will have to resign with either a
secure digital signature or an original wet -ink signature.
3. Form FTSE 10-18: "Entity requesting allocation" should be "Boulding Corp", as it is the applicant designated on
the FTA.
4. Form FTSE 10-18: "Project Name for which flow is being requested" should be "The Villas on Church" to match
the project name provided on the FTA.
5. Form FTSE 10-18: As with the signatures on the FTA, we will need a valid signature from Ms. Messer (either
secure digital or wet -ink).
6. Form DEV: The version submitted is outdated. Please re -submit with the most recent copy of this form, and
ensure that Mr. Truskolaski applies a valid signature here as well.
Thank you for your assistance with this. If you have any questions I'd be happy to help clarify my requests in any way
possible.
Best Regards,
Alex Lowe (he/him)
Environmental Specialist II
Division of Water Resources
Department of Environmental Quality
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Cell: [phone]
Office: [phone]
2

D R
Division of Water Resourcew
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: The Villas on Church
Project Name for which flow is being requested: 5210 N Church St
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: T.Z. Osborne Water Reclamation Facility
b. WWTP Facility Permit #: NC0047384
All flows are in MGD
c. WWTP facility's permitted flow 56.0
d. Estimated obligated flow not yet tributary to the WWTP 0.3100
e. WWTP facility's actual avg. flow 33.93
f. Total flow for this specific request 0.01632
g. Total actual and obligated flows to the facility 35.6786
h. Percent of permitted flow used 63.71
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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
McNairy WQ0030051 0.285 0.107 0.016 0.016 0.033 0.075
Peach WQ0020104 2.839 1.01 0.416 0.024 0.440 0.567
* 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): City of Greensboro T.Z. Osborne
Downstream Permit Number: NC0047384
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Wendy Messer 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.
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Page 2 of 6
FTSE 10-18

STATE OF NORTH CAROLINA
COUNTY OF Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) 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
Boulding Corp. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Guilford County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as The Villas on Church (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, The Villas on Church HOA, LLC (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 andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page 1 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
Boulding Corp.
MANAGEMENT COMMISSION Name of DEVELOPER
S. Daniel Smith (Signat
Director, Division of Water Resources
(Date)
Print Name and Title
11//
(Date)
FORM: DEV 03-19 Page 2 of 2

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting or 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 project, the full technical review is required.
2. Professional Engineer's Certification:
I, H • Ma.cj� iV M1A �1 J g.,, PE ,attest that this application for lie v i Ll a- a r\
(Professional Engineer's name from Application Item III.1.) (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 Perntittin
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 $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC ,Sb0,7» 1)
**,
�Q•DF'S$I0'-y
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
26447
i
'N.rk SUM�•�''`
...._.._........rs*,,,,0►4...,,1,,,.�..„....,
I, Frank Truskolaski , attest that this application for The Villas on Church
(Signature Authority Name from Application Item 1.3.)
(Project Name from Application Item II.1)
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.
FORM: FTA 06-21
Page 5 of 5