WQCS00089_Regional Office Historical File Pre 2018 (3)

Performance Annual Report
2014-2015
I. General Information
Facility Name: City of Cherryville
Responsible Entity: City of Cherryville
Person in Charge/Contact: Kevin Abernathy ORC
Description of Collection System:
The City of Cherryville has around 2500 customers who are mostly residential with light
commercial and a few Industrial customers. We maintain around 40 miles of gravity
sewer line along with about ten miles of pressure main and five pumping stations.
H. Performance
Summary ofsystem performance for 2014-201 S fiscal Years
The City of Cherryville system is in good shape with very few SSO's. We do have some
areas that are susceptible to heavy rain and other areas that may have an I/I problem we
are still looking to find. These areas result in few overflows.
Jmy
None
August
22nd N Mountain St. at tracks (grease) 20gal
,September
None
October
None
November
None
December
2nd Ballard force main on dirt rd (small hole) 20-30gal
6th Ballard force main at Elm & Main 30-40gal

N
January
None
February
None
March,
21 st Benaja & Cherry 1 Ogal
APE9
19th Aimderny outfall Heavy Rain Unknown
10th, Pine Ave Heavy Rai ' Unknown
19th Sullivans Dr Heavy Rain - Unknown
21th, 9.00 W Old,Post-Rd (roots&rags) 50gal,
May
None
Julie,
23id End -ofWBallard St. 15-20gal
III. Notification
-This report will be: available to" the public at their request. A notification has been
instdlldd.mi- all utility bills.fof the month :of July with a contact phone number:
IV:. Certif
ication
I certify, under penalty of law that this report is complete and accurate to the best of my
knowledge. Ifurther certify available -to the customers Of
,y that, this report has 'Made a�a
City of Cherryville and that those -users have been notified ofits availability
MW 51 ► VAGWA
Kevin Abeinathy Date
Water and Sewer Supervisor
City of Cherryville.

NON -REPORTABLE SPILL LOG
Juiv-01-2014 - June-30-2015
DATE LOCATION AMOUNT
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OF v`t'ATF,9m r,", State of North Carolina
O� 4G Department of Environment and Natural Resources
r APR - r, LOU9 Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project AppIffify oi"Cherryville
Project Name for which flow is being requested: City of Cherryville Collection System
More than one FTSE-10107 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: Cherryville Waste Water Treatment Plant
b. WWTP Facility Permit #: NC #004444
All flows are in MGD
c. WWTP facility's permitted flow 2.0 MGD
d. Estimated obligated flow not yet tributary to the WWTP -0-
e. WWTP facility's actual avg. flow 0.350 MGD
f. Total flow for this specific request -0-
g. Total actual and obligated flows to the facility 0.350 MGD
h. Percent of permitted flow used 17.5 %
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 Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Wal-Mart #1 0.29 .0014
Tot Dellinger Road #2 0.13 .0009
Cedar Street #3 0.1 .0013
Stonewood Estates #4 0.14 .0015
REA #5 0.1 .0018
Influent #6 3.17 1.15
Ballard #7 2.52 .220
Heavner #8 1.0 .090
Keystone #9 0.25 .010
Country Club 410 0.74 .056

III. Certification Statement:
I, Kevin Abernathy, certify that, to the best of my knowledge, 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. 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 for which I am the responsible party. Signature of this form indicates acceptance of
q
this wastewater flow � 3�
pA,'_ �I
Signing Official Signature
Date
Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE—10/07)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facili y's pennitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of pennitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]

h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
The first Form FTSE-10/07 submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. _. 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent Form FTSE-10/07 will be updated in the same manner.
gPr.tinn TT
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section III
Form FTSE-10/07 must be signed by the appropriate official as per 15A NCAC 02T .0106.

Cindy Cobb
From: Barbara Sifford [[e-mail]]
Sent: Monday, January 12, 2009 9:32 AM
To: [e-mail]
Subject: Re: Map of Sewer Pumps
Thanks could you note on there the pump stations that have the overflow
containment lagoons. One is at the Influent pump station that you sent with the
SW application. I am not sure how to address the other two.
If they need to be added to that permit or the collection system permit. I just
want to make sure that they are documented that you have them. Thanks for the
information.
Cindy Cobb wrote:
> *Hey, Ms. Barbara!*
> *Today I am mailing** (US Postal Service)** you a map of the City of
> Cherryville with the sewer pump (10) locations marked on it. Sorry
> nothing electronic was available that could be edited. Let me know if
> this works for the purpose.*
> *Thanks,*
> *Cindy**
Barbara Sifford - [e-mail] Technical Consultant North
Carolina Dept. of Environment & Natural Resources Div. of Water Quality 610 E.
Center Ave., Suite 301 Mooresville, NC 28115
Ph:704.663.1699 Fax:[phone]
JAN 14 2OL19
M-Surface waterproteclion
1

City of Cherryville Water Dept. Contact List 24 Hr. Pager:736-2229
Employees
Address
Radio #
Phone #
Pager #
Alt. #
Brandon Abernathy
117 Clubview Dr.
89
435-5361
736-2232
435-2998
Thomas Shrewsbury
959 Marys Grove RD.
72
435-4562
N/A
N/A
Kevin Abernathy
Henry Putnam Dr.
73
435-8953
N/A
435-3357
Roger Wylie
307 Black St.
71
435-2878
N/A
N/A
Eric Neal
N/A
76
445-9908
N/A
N/A
Contractors
Address
Radio #
Phone #
Pager #
Alt #
Alan Black
643 Roy Eaker Rd
N/A
435-2106
N/A
N/A
Jonny Harrill
553 Flint Hill Rd.
N/A
435-8547
N/A
N/A
Abernethy Const.
112 Ridge Ave.
N/A
735-2962
N/A
N/A