WQ0040827_Comments_20190826

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Engineering. Planning,Project Management WWW.GREENENGINEERING.COM
August 26,2019
NCDEQ
Division of Water Resources
PERCS Unit
512 N. Salisbury Street,Rm 925L tIgCEIVED/NCDEQ/IOW
Raleigh,North Carolina 27604-1170
AUG 2 9 2019
Attention: Mr.Monti Hassan
Environmental Engineer Water Quality
Pet- Section
SUBJECT: Response to Comments Received July 18,2019
Sewer Extension Application No. WQ0040827
Town of Eureka—Sanitary Sewer System Improvements LPSS
Wayne County,North Carolina
PN: 16-030
Dear Mr.Hassan:
On behalf of the Town of Eureka, North Carolina, please accept the following Response to Comments
received from your office on July 18,2019 (The Revised FTSE Form was also emailed to your attention today):
FTSE
Comment No. 1: Please resubmit an updated, properly executed FTSE, using recently updated version
(FTSE 10-18), downloadable from PERCS website, as the signature date on the
provided FTSE is greater than one year old.
Response No. 1: Please find attached Newly Revised flow tracking (FTSE 10-18)form, as received
from the Town of Fremont,properly executed.
Comment No.2: Please update the following on the FTSE:
a. Entity requesting allocation should be Town of Eureka.
b. WWTP permitted flow capacity appears to be 0.092 MGD,per our
permitting records. Please verify.
c. Please verify WWTP actual average flow, as it is listed as "N/A", including
Item g and h under this section.

Mr.Monti Hassan
August 26,2019
Page 2 of 2
Response No. 2: The Flow Tracking (FTSE 10-18)form has been populated per current flow records
reported by the Town of Fremont.
Comment No. 3: In Item II,please provide the Fremont Pump Station permit number, as we were not
able to locate records by the name.
Response No. 3: Please see attached Note 1 and Note 2, describing the flow trajectory from Eureka
No. I, through Eureka No. 2, and ultimately, through the Hillandale Pump Station
in the Town of Fremont. Existing permit numbers for these facilities are unknown.
I trust this additional information is adequate for your requirements. However, should you have any
questions or require additional information,please do not hesitate to call.
Respectfully,
.Lan Younce,P.E.
WLY
Enclosures: As stated.
cc: the Honorable Doug Booth—Mayor,Town of Eureka,North Carolina
W\EUREK\16030\Office\PERMITS\Montz Hassan-Town of Eureka-Additional Info Itr 8-26-19 doc

State of North Carolina
? Department of Environmental Quality
'' ` ` r f? Division of Water Resources
lAvicion of 1.' atee Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Eureka
Project Name for which flow is being requested: Town of Eureka Sanitary Sewer System
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: Fremont WWTP Sprayfield Wastewater Irrigation System
b. WWTP Facility Permit#: WQ0034102
All flows are in MGD
c. WWTP facility's permitted flow 0.092
d. Estimated obligated flow not yet tributary to the WWTP 0.00
e. WWTP facility's actual avg. flow 0.047
f. Total flow for this specific request 0.015 (Water Use Records)
g. Total actual and obligated flows to the facility 0.047
h. Percent of permitted flow used 51 %
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, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity,* (Finn/p f), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Eur.#1 WQCS00298 0.288 0.115 Note 1. 0 0.054 0.061
Eur.#2 WQCS00298 0.317 0.126 Note 2 0 0.054 0.072
Hillandale WQCS00298 0.720 0.288 0.054 0 0.054 0.234
*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): Fremont WWTP Sprayfield
Downstream Permit Number: WQ0034102
Page 1 of 6
FTSE 10-18

• ii
�
III.Certification Statement:
I Barbara Aycock 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.
(b4041144.8-- 4CJ-- Cia,3
Signing Official Signature Date
Title of Signing Official
• I
•
i1
Page 2 of 6
FTSE 10-18
i ;

1 ,
. Town of Eureka allocation to the Town of Fremont FTSE Notes:
1. The pump station named Eureka No. 1 located on Stan-Ray Road just outside of the Town of
Eureka receives all of its flow from the Eureka Sanitary Sewer System.An SRP grant from NCDEQ
has provided funds to rehabilitate this pump station. The contracts for construction have been
signed and are awaiting approval from NCDEQ-DWI.The existing wet-well will be lined and new
200-GPM self-priming pumps will be installed. The existing station is currently operating at •
capacity due to the I/I from Eureka, and we look forward to the improvements proposed which
will reduce the load on this pump station considerably.
2. The pump station named Eureka No. 2 located on NC Hwy. 222 about half way between Eureka
and Fremont receives all of its flow from the Eureka Sanitary Sewer System. An SRP grant from
NCDEQ has provided funds to rehabilitate this pump station.The contracts for construction have
been signed and are awaiting approval from NCDEQ-DWI.The existing wet-well will be lined and
new 220-GPM self-priming pumps will be installed.The existing station is currently operating at •
capacity due to the I/I from Eureka, and we look forward to the improvements proposed which
will reduce the load on this pump station considerably.
3. The pump station named Hillandale located at the dead-end of Hillandale drive was upgraded last
year and converted from a self-priming to submersible station.The flow from Eureka enters this
station and some of the flow from the Fremont collection system as well. Flow can be diverted to
the Goldsboro#1 station adjacent to the Hillandale station and sent to the City of Goldsboro, or
pumped directly to the lagoons at Fremont's WWTP.
The Town of Fremont currently has an agreement with the Town of Eureka to accept 54,000 GPD ADF and
81,000 GPD Maximum Peak Flow.

•
State of North Carolina
�', f; ,.'; Department of Environmental Quality
`y4�;�\'i L Division of Water ResourcesFlow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Eureka
Project Name for which flow is being requested: Town of Eureka Sanitary Sewer System
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: Fremont WWTP Sprayfield Wastewater Irrigation System
b. WWTP Facility Permit#: WQ0034102
All flows are in MGD
c. WWTP facility's permitted flow 0.092
d. Estimated obligated flow not yet tributary to the WWTP 0.00
e. WWTP facility's actual avg.flow 0.047
f. Total flow for this specific request 0.015 (Water Use Records) •
g. Total actual and obligated flows to the facility 0.047
h. Percent of permitted flow used 51 %
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, Total
Pump Pump Daily Current Not Yet 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***
Eur. #1 WQCS00298 0.288 0.115 Note 1. 0 0.054 0.061
Eur. #2 WQCS00298 0.317 0.126 Note 2 0 0.054 0.072
Hillandale WQCS00298 0.720 0.288 0.054 0 0.054 0.234
*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
(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<0.
Downstream Facility Name(Sewer): Fremont WWTP Sprayfield
Downstream Permit Number: WQ0034102
Page 1 of 6
FTSE 10-18

M - l
t•
III.Certification Statement:
I Barbara Aycock 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.
(ball- 4-0-- 444, c
Signing Official Signature Date
Title of Signing Official
Page 2 of 6 •
FTSE 10-18

I
Town of Eureka allocation to the Town of Fremont FTSE Notes: I i
1. The pump station named Eureka No. 1 located on Stan-Ray Road just outside of the Town of
Eureka receives all of its flow from the Eureka Sanitary Sewer System.An SRP grant from NCDEQ
has provided funds to rehabilitate this pump station. The contracts for construction have been
signed and are awaiting approval from NCDEQ-DWI.The existing wet-well will be lined and new
200-GPM self-priming pumps will be installed. The existing station is currently operating at
capacity due to the I/I from Eureka, and we look forward to the improvements proposed which
will reduce the load on this pump station considerably.
2. The pump station named Eureka No. 2 located on NC Hwy. 222 about half way between Eureka ! ,
and Fremont receives all of its flow from the Eureka Sanitary Sewer System. An SRP grant from
NCDEQ has provided funds to rehabilitate this pump station.The contracts for construction have
been signed and are awaiting approval from NCDEQ-DWI.The existing wet-well will be lined and '
new 220-GPM self-priming pumps will be installed.The existing station is currently operating at
capacity due to the I/I from Eureka, and we look forward to the improvements proposed which
will reduce the load on this pump station considerably.
3. The pump station named Hillandale located at the dead-end of Hillandale drive was upgraded last
year and converted from a self-priming to submersible station.The flow from Eureka enters this
station and some of the flow from the Fremont collection system as well. Flow can be diverted to
the Goldsboro#1 station adjacent to the Hillandale station and sent to the City of Goldsboro,or
pumped directly to the lagoons at Fremont's WWTP.
The Town of Fremont currently has an agreement with the Town of Eureka to accept 54,000 GPD ADF and
81,000 GPD Maximum Peak Flow.