WQ0044772_Application (FTSE)_20230922 (2)

State of North Carolina
DWR
Division of Water Resources
Entity Requesting Allocation:
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Smithfield
Project Name for which flow is being requested:
Home2 Suites - Smithfield
More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsible for allpump
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: Central Johnston County Regional WTF
b. WWTP Facility Permit #: NC 0030716
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
9.50
0.01176
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
Pump
Station
Station Firm
(Name or
Permit Capacity,
Number)
No. MGD
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / p fl,
Flow,
Daily Flow,
Obligated Available
MGD
MGD
MGD
Flow Capacity***
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): Town of Smithfield
Downstream Permit Number: WQCS00270
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Ted Credle 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 parry. 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
DIRF'GT09 OE Pv&-t c. 1), 1 LIT -It
Title of Signing Official
Fa- 6,N IJE YAA�eZ5'
,�r e5TE M
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Home2 Suites
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all punip
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: Central Johnston County WWTP
b. WWTP Facility Permit #: NC0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.075
e. WWTP facility's actual avg. flow 5.507
f. Total flow for this specific request 0.01176
g. Total actual and obligated flows to the facility 7.5934
h. Percent of permitted flow used 58 actual, 80 w/paper
lI. 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 / po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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 pealing 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): CJCRWWTF
Downstream Permit Number: WQ0030716
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, PE 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.
U�yvls� C a b
Signing Official Signature t Date
� ' 41'IA Ies
Title of Signing Official
Page 2 of 6
FTSE 10-18

� MCADAMS
Date: September 14, 2023
To: NCDEQ, Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal
❑ Plans ❑ Prints
LETTER OF TRANSMITTAL
HAND DELIVER
Re: Home2Suites —Smithfield
FTSE Application
Job #: WIN19000
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
1
Original
FTSE Application, Sealed, Johnston County (Form 06-21)
1
Original
Flow Tracking for Sewer Extension, Johnston County (Form 10-18)
1
Original
Flow Tracking for Sewer Extension, Town of Smithfield (Form 10-18)
1
Original
Sewer Permit Narrative, Sealed
1
Check
FTSE Application Fee (Check #128005 for $480.00)
1
Print
USGS Topographic Map, Selma Quadrangle, North Carolina
1
Print
Aerial Location Map/Site Map
1
Copy Set
All above documents, paper
1
Copy Set
All above documents, electronic via thumb drive
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Copy to:
❑ For review + comment
❑ Other
❑ Other
Signature:
N. Ray tson, Jr, PE
Technical Manager, National Brands
creating experiences through experience 621 Hillsborough Street, Suite 500, Raleigh, NC 27603 / 919. 361. 5000

'J McADAMS
September 12, 2023
Home2Suites
180 Towne Centre Place
Smithfield, North Carolina
Johnston County
GENERAL DESCRIPTION
SEWER PERMIT NARRATIVE > WIN190000
This project is located on Towne Centre Place (PIN: 260305-08-8796), which is by the interchange of E Market Street
(U.S. Highway 70 Business) and Interstate 95. The subject property is part of the Smithfield Business Park located at
the end of the Towne Centre Place cul-de-sac in Smithfield, Johnston County, North Carolina (Zip: 27577). Proposed
development on this approximately 2.28-acre site will consist of a commercial hotel facility with driveway, parking,
associated utility infrastructures, and storm water system.
Section VI Wastewater Flow
Based on North Carolina 2T rules, based on the projected number of rooms, the projected flow is calculated as
follows:
- Hotel (without in -room cooking facilities)
- 120 gallons/room
- 98 rooms
- Total: 11,760 GPD
Section VII Length of Gravity Sewer
There is 67 linear feet of proposed 8-inch SDR-35 PVC sanitary sewer line that will connect to a proposed doghouse
manhole on the existing sanitary line. The existing line is an 8-inch line in a recorded Drainage, Utility & Access
Easement as recorded in Plat Book 75, Page 156 located on the west side of the site.
If you should have any questions or comments, please feel free to contact me at 919.418.4715 or
[e-mail].
Sincerely,
MCADAMS
', N Ray Watson Jr, PE
Technical Manager, National Brands
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.' iH " i p
r'
'' i 11682
�r�lHRµ o0w-
creating experiences through experience 621 Hillsborough Street, Suite 500, Raleigh, NC 27603 / 919. 361. 5000