WQ0043247_More Information (Received)_20220307

Date: 3/7/2022
To: Alex Lowe
NCDEQ
Delivered
LETTER OF TRANSMITTAL
NC Department of
Environmental Quality
Received
MAR 0 7 2022
Winston-Salem
Regional Office
GREY ENGINEERING, INC
298 East Depot St., Suite 300
P. O. Box 9
Mocksville, NC 27028
Phone: [phone]
Fax: [phone]
Job # 402.058.GE
Re: Bermuda Run Juniper PS Fast Track Application
WE ARE SENDING YOU THE FOLLOWING:
X Original signature forms
Prints
Change order
Under separate cover via
Attached
Copy of letter
Plans
Submittal
Samples
Other
Quantity
Description
1
Davie County FTSE for the Bermuda Run Juniper PS
1
Winston-Salem FTSE for the Bermuda Run Juniper PS
As requested
X For your use
For approval
For review and comment
Resubmit copies for approval
Remarks:
COPY TO:
Approved as submitted
Approved as noted
Returned f. corrections
Return corrected prints
Submit copies for distribution
)GIltA Grey SIGNED
If enclosures are not as noted, please notify us at once.

Division of Wate
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Davie County
Project Name for which flow is being requested: 12576 Juniper Pump Station Renovation
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: MUDDY CREEK
b. WWTP Facility Permit #: NC0050342
All flows are in MGD
e. WWTP facility's permitted flow 21.000000
d. Estimated obligated flow not yet tributary to the WWTP 2.934654
e. WWTP facility's actual avg. flow 16.690000
f. Total flow for this specific request 0.250000
g. Total actual and obligated flows to the facility 19.874654
h. Percent of permitted flow used 94.6
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Idols Rd 5.90000 2.360000 0.357068 0.258927 0.615995 1.744005
* 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): Muddy Creek
Downstream Permit Number: WQCS00003
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Courtney Driver, P.E. 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
CQ4jtLtt .r�• e e�
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

Division of Water Resource
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Bermuda Run
Project Name for which flow is being requested: Juniper Pump Station Renovatioin
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:
b. WWTP Facility Permit #:
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
h. Percent of permitted flow used
All flows are in MGD
0.250
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)
Eastern
rl.....
Pump
Station
Permit
No.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Daily Current Not Yet Total Current
Firm Flow** Avg. Daily Tributary Flow Plus
Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
MGD MGD MGD MGD Flow Capacity***
WQ0039884 5.33 2.0 0.33 0
0.33 1.67
* 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): Eastern Davie PS
Downstream Permit Number: WQ0039884
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Johnny Lambert 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.
2'y0jSgnaeure Date
Pice c- or (PJVa\G U Ai\ 4:-t5
Te of Signing Official
Page 2 of 6
FTSE 10-18