WQCS00239_Annual Report_20190329

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TOWN OF BEULAVILLE
PO BOX 130.508 E. MAIN ST.
BEULAVILLE, NC 28518-0130
March 29, 2019
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Annual Performance Report
Beulaville WWTP (Permit # NC 0026018)
Sewer Collection System (Permit # WQCS00239)
Dear NCDENR Staff:
Phone:[phone]
Fax:[phone]
CEfi/C1)1 D
Nri� 05 2019
Wafer'Rcsouroe
PorrreitLing Section
Please find enclosed the Town of Beulaville's Annual Performance Report for the
Wastewater Treatment Plant (WWTP) and Sewer Collection System for calendar year 2018. I
have also included an affidavit of publication from a local newspaper verifying public notice.
Feel free to contact me with questions or comments.
11 cerely,
ri Wil lams
I terim Town Manager
Enclosures

TOWN OF BEULAVILLE
ANNUAL PERFORMANCE REPORT
I. GENERAL INFORMATION
FACILITY/SYSTEM NAME:
Beulaville Wastewater Collection System
Beulaville Wastewater Treatment Plant (WWTP)
APPLICABLE PERMIT(S):
Wastewater Collection System Permit Number: WQCS00239
NPDES Permit Number: NCO026018
RESPONSBILE ENTITY: Town of Beulaville
PERSON IN CHARGE: Lori T. Williams, Interim Town Manager
CONTACT INFO: P.O. Box 130, Beulaville, NC 28518 or call [phone]
DESCRIPTION OF COLLECTION SYSTEM OR TREATMENT PROCESS:
The Beulaville Wastewater Treatment Plant is located at 362 Lyman Road, Beulaville, North
Carolina 28518. The Beulaville Sewer Collection system consists of seven (7) pumping stations
which pump into a 0.520 million gallons per day (MGD) wastewater treatment plant utilizing a
fine bubble extended air tertiary treatment process. The wastewater flows through a mechanical
bar screen/grit chamber to an influent pumping station with three (3) each 800 gallons per minute
(gpm) submersible solids handling pumps. The influent pump station pumps incoming wastewater
to a flow splitter box, which directs equal flow to four (4) fine bubble aeration basins. Flow that
would exceed the capability of the aeration basins is routed to a flow equalization basin and wet
well with two (2) each 800 gpm submersible pumps. Four (4) secondary clarifiers follow the fine
bubbler units. Four (4) sand filters follow the clarifiers. Chlorine (sodium hypochlorite) is fed into
the filters and at the dual chlorine contact chamber. Disinfection via two (2) chorine contact
chambers is provided prior to post -aeration. Dual chemical feed pumps provide dechlorination via
calcium thiosulfate at two (2) post aeration chambers. Final discharge goes to Persimmon Branch.
Sludge is aerobically digested with final disposal via land application.
Continues on next page
Annual Performance Report Collection System for 2018

II. PERFORMANCE
Hurricane Florence hit Beulaville on September 14, 2018. There was approximately 29" of rain
recorded during this storm. Due to the large amount of rainfall, the WWTP operations located at
352 Lyman Road were completely underwater and the plant had to be bypassed for approximately
five (5) hours. There were four (4) reportable sanitary sewer overflows (SSO) associated with the
Beulaville WWTP and sewer collection system, during the 2018 calendar year. The first discharge
occurred at pump station #1 — Bostic & Kennedy Street. Approximately 131,400 gallons of
untreated wastewater made its way to a catch basin and eventually to Muddy Creek. A second
discharge occurred at manholes on Bostic Street and Highway 41. Approximately 43,200 gallons
of untreated wastewater made its way to a catch basin and eventually to Muddy Creek. The third
discharge occurred with the manholes on Evans Street and Lanier Street. Approximately 86,400
gallons of untreated wastewater made its way to a catch basin and eventually to Muddy Creek. The
fourth discharge occurred at manhole #272 at lift station #5 — Oxford Court. Approimately1800
gallons of untreated wastewater made its way to a catch basin and eventually to Muddy Creek.
These sanitary overflows were a result of Hurricane Florence that occurred on September 14,
2018.
The average daily effluent discharge for calendar year 2018 was 0.180 MGD. Total recorded rain
received at the WWTP was 92.4 inches.
Average daily effluent discharges, in million gallons per day (MGD) for each month of 2018 are as
follows:
January
February
March
Aril
May
June
0.201
.163
.160
.175
.189
.147
July
I August
I September
October
November
December
0.127
1 .208
1 .217
.161
.171
.238
III. NOTIFICATION
Public notice summarizing the performance of the Beulaville WWTP and Sewer Collection
System has ,been placed in a newspaper having general circulation throughout Beulaville. In
addition to summarizing the performance of the systems, the notice states that a copy of this report
can be obtained at the Beulaville Town Hall (508 E. Main St.) and the Phillip Leff Memorial
Library (807 E. Broad St.).
Annual Performance Report Collection System for 2018

IV. CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT THIS REPORT IS COMPLETE AND
ACCUARATE TO THE BEST OF MY KNOWLEDGE. I FURTHER CERTIFY THAT THIS
REPORT HAS BEEN MADE AVAILABLE TO THE USERS OR CUSTOMERS OF THE
NAMED SYSTEM AND THAT THOSE USERS HAVE BEEN NOTIFIED OF ITS
AVAILABILITY.
Date
Annual Performance Report Collection System for 2018

TOWN OF BEULAVILLE
PUBLIC NOTICE
The North Carolina Clean Water Act of 1999 requires that each owner or operator of any
wastewater treatment plant or wastewater collection system must provide an annual performance
report to its users or customers and to the NCDENR. The Town of Beulaville owns and operates
a wastewater collection system and a wastewater treatment plant located at 362 Lyman Rd.,
Beulaville, NC. A copy of the Town of Beulaville Annual Performance Report can be
obtained at the Beulaville Town Hall, 508 E. Main St. and the Phillip Leff Memorial Library,
807 E. Broad St., in Beulaville, NC 28518.
Hurricane Florence hit Beulaville on September 14, 2018. There was approximately 29" of rain
recorded during this storm. Due to the large amount of rainfall, the WWTP operations located at
352 Lyman Road were completely underwater and the plant had to be bypassed for
approximately five (5) hours. There were four (4) reportable sanitary sewer overflows (SSO)
associated with the Beulaville WWTP and sewer collection system, during the 2018 calendar
year. The first discharge occurred at pump station #1 — Bostic & Kennedy Street.
Approximately 131,400 gallons of untreated wastewater made its way to a catch basin and
eventually to Muddy Creek. A second discharge occurred at manholes on Bostic Street and
Highway 41. Approximately 43,200 gallons of untreated wastewater made its way to a catch
basin and eventually to Muddy Creek. The third discharge occurred with the manholes on Evans
Street and Lanier Street. Approximately 86,400 gallons of untreated wastewater made its way to
a catch basin and eventually to Muddy Creek. The fourth discharge occurred at manhole #272 at
lift station #5 — Oxford Court. Approimatelyl800 gallons of untreated wastewater made its way
to a catch basin and eventually to Muddy Creek. These sanitary overflows were a result of
Hurricane Florence that occurred on September 14, 2018.
The average daily effluent discharge in 2018 was 0.180 MGD. Total recorded rainfall at the
wastewater treatment plant was 92.4 inches. The permitted discharge limit for the wastewater
treatment plant is 0.520 MGD.
Questions concerning the report can be answered by calling the Beulaville Town Hall at 910-
298-4647.

UAAAA�MMAWK V-�Jd'
Media of Eastern North Carolina
The Daily Reflector - The Daily Advance - The Rocky Mount Telegram
Berke Ledger - Chowan Herald - Duplin Times - Farmville Enterprise - Pergwmans Weekly
Standard Laconic - Tarboro Weekly - Times Leader - Williamston Enterprise
PO Box 1967, Greenville NC 27835
[phone]
PAID VIA
❑ Cash ❑ Credit Card
❑ Check #
Date Paid
TOWN OF BEULAVILLE Copy Line: public Notice Water
PO BOX 130 Size: 18.0
BEULAVILLE NC 28518-0130 Total Price: $165.60
Account: 104574 Ticket: 283879
PUBLISHER'S AFFIDAVIT
NORTH CAROLINA
Duplin County
-FulWA&L affirms that he/she is clerk of The
Duplin Ames, a newspaper published weekly at Kenansville, North Carolina, and
that the advertisement, a true copy of which As hereto attached, entitled public
Notice Water was published in said The Duplin Times on the following dates:
Thursday, March 21, 2019
and that the said newspaper in which such notice, paper, document or legal
advertisement was published, was at the time of each and every publication, a
newspaper meeting all of the requirements and qualifications of Chapter 1, Sec-
tion 597 of the General Statutes of North Carolina and was a qualified newspaper
within the meaning of Chapter 1, Section 597 of the General Statutes of North
Carolina.
Affirmed and subscribed before me this 22nd day of March 2019
O ZNotary Public Signature)
(Notary Public Printed Name)
My commission expires 4%-) Ql-� . Qc--)Qa
\etYuSrr0�OjOi
NOTARY
PUBLIC
Please see attached proof.

TOWN OF B U AVI LE-'
PUB IC NOTICE
The North Carolina Clean Water Act of 1999 requires that each owner or
operator of any wastewater treatment plant or wastewater collection system
must provide an annual performance report to its users or customers and to the
NCDENR. The Town of Beulaville owns and operates a wastewater collection
system and a wastewater treatment plant located at 362 Lyman Rd., Beulaville,
NC. A copy of the Town of Beulaville Annual Performance Report can be
obtained at the Beulaville Town Hall, 508 E. Main St. and the Phillip Leff
Memorial Library, 807 E. Broad St., in Beulaville, NC 28518.
Hurricane Florence hit Beulaville on September 14, 2018. There was ap-
proximately 29" of rain recorded during this storm. Due to the large amount
of rainfall, the WWTP operations located at 352 Lyman Road were completely
underwater and the plant had to be bypassed for approximately five (5) hours.
There were four (4) reportable sanitary sewer overflows (SSO) associated with
the Beulaville WWTP and sewer collection system, during the 2018 calendar
year. The first discharge occurred at pump station #1 — Bostic & Kennedy
Street. Approximately 131,400 gallons of untreated wastewater made its way
to a catch basin and eventually to Muddy Creek. A second discharge occurred
at manholes on Bostic Street and Highway 41. Approximately 43,200 gallons
of untreated wastewater made its way to a catch basin and eventually to Muddy
Creek. The third discharge occurred with the manholes on Evans Street and
Lanier Street. Approximately 86,400 gallons of untreated wastewater made
its way to a catch basin and eventually to Muddy Creek. The fourth discharge
occurred at manhole #272 at lift station #5 — Oxford Court. Approimately1800
gallons of untreated wastewater made its way to a catch basin and eventually
to Muddy Creek. These sanitary overflows were a result of Hurricane Florence
that occurred on September 14, 2018.The average daily effluent discharge in
2018 was 0.180 MGD. Total recorded rainfall at the wastewater treatment plant
was 92.4 inches. The permitted discharge limit for the wastewater treatment
plant is 0.520 MGD.
Questions concerning the report can be answered by calling
the Beulaville Town Hall at 910-298-4647.