WQ0042986_More Information (Received)_20220330

Public Services Department
Derrick Q. Boone
ASSISTANT DIRECTOR
March 30, 2022
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
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NORTH CAROLINA'S INTERNATIONAL CITYTh
RE: Revisions to Flow Tracking for Sewer Extension Application- REVISED
Dear Sir or Madam:
The Public Services Department has discovered an error in the seven (7) Flow Tracking for
Sewer Extension (FTSE) Applications that were re -submitted on March 9, 2022 and also two (2)
additional FTSE applications that were originally submitted for Airport 1 Business Park We
greatly apologize for the errors. The calculation errors have now been corrected in the flow
tracking spreadsheet. Enclosed are the following revised FTSE Applications for projects that
were submitted since June 2021:
1. National Pipes and Plastics- Application Number: 2020-164
2. Montrose Village- Application Number: 2020-165
3. Keystone at Penny Road (Phase 1)- Application Number: 2020-166
4. Keystone at Penny Road (Phase 2)- Application Number: 2020-167
5. Mackay Pointe- Application Number: 2020-169
6. Boulding Branch Estates (Phases 2&3)- Application Number: 2020-170
7. Willard Place (Phase 2)- Application Number: 2020-171
8. Airport 1 Business Park- Application Number: 2020-172
9. Airport 1 Business Park- Application Number: 2020-175
Please do not hesitate to contact me if you have any questions or need any additional
information.
Sincerely,
Derrick Q. Boone
Assistant Public Services Director
CC: Robby Stone, Interim Public Services Director, Joe Holden, W/S Mains Superintendent, Tom Beckett,
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax: [phone] Phone: [phone] TDD: 336.883.8517

City of High Point
Public Services Department
WATER AND SEWER MAINS DIVISION
NORTH CAROLINA'S INTERNATIONAL CITY"'
Date: March 29, 2022
To: Mackay Rd., LLC Jamestown Engineering
From: Joe Holden, Water and Sewer Mains Superintendent
Subject: REVISED Flow Tracking for Sewer Extension Application
After revising and sending out the "corrected" FTSE we realized that our flow tracking spreadsheet was
still not tracking flow correctly. We consulted with the engineering firm that built the sheet, and it was
discovered that an error was causing the sheet to continue to incorrectly calculate flow going through the
Riverdale lift station. The error has now been correct. The Water and Sewer Mains Division is re -
contacting those applicants that have been affected. Attached is a REVISED Flow Tracking for Sewer
Extension Application sheet for your records.
If you have multiple requests that have been corrected, you will notice that the available capacity for the
Riverdale Lift station has not changed from one sheet to the other. This is not an error. The application
sheet pulls information from the lift station data on the day it is being printed and because of this will not
reflect the information for the different projects as they were applied for. If you have any questions or
concerns, please contact me. Thank you for your understanding as we continue to strive to be as accurate
as possible.
Joe olden
Su t erintendent, Water and Sewer Mains Div.
336-883-3016
cgs24 -- 22
Date
P.O. 230, High Point, NC 27261 USA
Phone: [phone] Fax: [phone] TDD: 336.883.8517

R EV SFH
Division of
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Application Number:
2020-169
Entity Requesting Allocation: Mackay Road, LLC Jatnestown Engineering
Project Name for which flow is being requested:
Mackay Pointe
More than one FTSE may be required for a single project if the owner of the WIJ'TP is not responsible for alpump
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: Eastside WWTP
b. WWTP Facility Permit #: NC-0024210
c. WWTP facility permitted flow:
d. Estimated obligated flow not yet tributary to the WWTP:
e. WWTP facility's actual average flow:
f. Total flow for this specific request:
g. Total actual and obligated flows to the facility:
h. Percent of permitted flow used:
All flows are in MGD
26.0000
3.0528
16.1917
0.0378
19.2823
74.16%
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)
Pump Pump Finn Design Approx. Obligated, Total Current Available
Station Station Capacity' Average Current Not Yet Flow Plus Capacity;
(Name or Permit Daily Flow' Avg. Daily Tributary Obligated . •
Number) Number (Firm/pf), Flow, Daily Flow, Flow
MGD MGD • MGD MGD MGD MGD
Easlfork W00015751 4.3200 1.7280 0.8611 0.2724 1.1336 0.5944
Riverdale WQ0008572 30.0887 11.4842 8.3996 1.7027 10.1023 1.3819
#N/A
NN/A AN/A ION/A HNIA hN/A UN/A
#NIA I1N/A #N/A IN/A ON/A IINIA #N/A tIN/A
HNlA IIN/A #N/A liN/A #N/A 8N/A #N/A #N/A
*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 Flow is the firm capacity of the pump station divided by the pcaldng factor (pi) 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 S 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Pagel of 6 .
FTSE 10-18

III. Certification Statement
I, Derrick Q. Boone certify to the best of my knowledge that the addition of the volume of'
wastewater to be permitted in this project hag 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 01 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 of treatment works
has adequate capacity to transport and treat the proposed new wastewater.
3/28/2022
Signing Official Signature Date
. pub`; S_rvit e s Nv Ao r
Title of Signing Official
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