WQCS00133_Annual Performance Report for Year 2000_20010201

\TOWN OF MOUNT_GILEAD-4 j
P.O. BOX 325
MOUNT GILEAD, NC 27306
TRANSMITTAL
To:
KEIJ AVM) rj
From:
USA G.Jii..Soki
Date: Z/ I i o 1
Number of Pages. 9
Phone: [phone]
Fax: [phone]
Remarks:
IF Z N'- - "TO SEND iil,S REpoRr - Abbrrioavfii,
DEW SFr.
-1-Flomic clog!
FYI I I PLEASE REVIEW
AS
REQUESTED
PLEASE I
PLEASE
RESPOND I ADVISE
FILE COPY
om{
-FF-8 5 200!
FAYETTEVII

TOWN OF MOUNT GILEAD, NC
Wastewater Annual Performance Report
Calender Year 2000
I. General Information
Facility/System Name:
Responsible Entity:
Contact Persons:
Town of Mount Gilead Waste Water Treatment Plant
Town of Mount Gilead Waste Water Collection System
Town of Mount Gilead, NC
Lisa C. Wilson, Administrator
Robert L. Fields, Collection ORC
Kenneth Chavis, Plant ORC
II Collection System Performance
[phone]
[phone]
[phone]
Mount Gilead's wastewater collection system consists of approximately 66,000 LF of
gravity sewer ranging in size from 6" - 18" in diameter. The system has approximately 350
manholes which have been located and inspected and repaired as needed.
The Town owns and operates three sewage pump stations at the following locations W.
Allenton Street, Marshall Street and Lewis Street. The Town also operates a Montgomery
County owned lift station on Hwy 73 south.
January 2000
01/05/01 County owned force main line on Hwy 73 South two miles south of Town.
The force main had a cracked bell clamp. Spill = 3,000 gal. Contained in
field, pumped back to collection system. Cleaned, raked and limed area.
Contractor replaced bell which was still under warranty.
0 1/25/0 1 Experienced power failures due to major Winter Storm 18+ inchesof snow.
Area declared a natural disaster. Two lift stations overflowed, Allenton
Street Spill = 50,000 gal. and Lewis Street Spill = 30,000 gal. Containment
not possible. Cleaned, raked and limed area. Both lift stations now have
back-up power generators on -site. Compiled with notification of news
media requirements due to volume of spill.
*No other Spills or Overflows occurred in 2000.

II Waste Water Treatment Plant Performance
The Town owns and operates a 0.85 MGD wastewater treatment facility consisting of
manual bar screen, mechanical grit removal, influent screw pumps; equalization basin, dual
aeration basins, dual clarifiers, dual ultraviolet (UV) disinfection unit, effluent flow meter,
sludge loading station, sludge drying beds and effluent pump station/force main located at
on Lilly's Bridge Road. Wastewater from the treatment plant is discharged into the Pee Dee
River (water classification WS V & B) in the Yadkin River Basin. The average daily flow
for the Plant was .256 mgd.
January 2000
Non -compliant. Winter storm disaster prevented the pick up and processing of
samples.
February 2000
Non -compliant. Fecal coliform sample collected on February ls` was received by
Aqua Tech Laboratories outside of the holding time parameters. See addendum from
ATEL.
March 2000
Plant non -compliant. Lab sampling process exceeded weekly set up parameters.
April 2000
Plant non -compliant. Missed weekly sampling frequency due to non -operational
screw lifts.
May 2000
Plant down for the entire month while repairs to the screw lifts were completed.
Flow diverted to equalization basin.
June 2000 - December 2000
Plant compliant throughout the remaining months of 2000. One of the two lifts
repaired and operations resumed in June.
July and August were routine and non -eventful.
In September 2000 repaired lift failed again. As a measure to maintain bio-mass,
temporary sump pumps were installed. Operational again October 12`h, 2000.

SUMMARY:
TOTAL ANNUAL GALLONS SPILLED = 83,000
TOTAL ANNUAL ESTIMATED GALLONS TREATED = 73,500,000
SPILL PERCENTAGE = .00112
The Town is dedicated to operating a safe and efficient wastewater plant and system. Minimizing
I&I problems within our system and eliminating overflows is our mission.
We have completed the majority of scheduled I&I repairs and improvements. The moratorium was
lifted in 2000, the Allenton Street Lift Station•w!as replaced, other lift stations also had on -site
generators installed to ensure continued operations during power failures.
The influent screw lifts at the Wastewater Treatment Plant have been redesigned and replacement is
underway. New lifts should be on-line by March 2001.
We are protecting our environment by correcting problems, performing preventive maintenance
and responding to the needs of the system and plant.
III Notification
The availability of this report will be advertised in the Montgomery Herald and on our
customers monthly bills. Notices are also being placed at the local post office, banks and
stores. A copy will be hand delivered to our multiple users i.e. industries, school, daycare
group and nursing homes. The report will be located in Town Hall for individual review
and/or mailed, copied upon request.
IV Certification
I certify under penalty of law this report is complete and accurate to the best of my
knowledge. I further certify this report will be made available to the users or customers of
the Town of Mount Gilead and the users will be notified of its availability.
c Gdcl C. (,J L•
QL D 2 f 0 1 1 0 1
Lisa C. Wilson bate
Administrator
TOWN OF MOUNT GILEAD, NC
P.O. BOX 325
MOUNT GILEAD, NC 27306

NOTICE
TOWN OF MOUNT GILEAD, NC
WASTE WATER CUSTOMERS
THE 2000 WASTEWATER
ANNUAL PERFORMANCE REPORT IS
NOW AVAILABLE FOR REVIEW AT THE
MOUNT GILEAD TOWN HALL
110 W. ALLENTON STREET
DURING NORMAL BUSINESS HOURS.
OR CONTACT
LISA C. WILSON
[phone]

PLEASE RUN THE FOLLOWING NOTICE
IN YOUR NEXT TWO UPCOMING ISSUES
(DISPLAY AD)
TOWN OF MOUNT GILEAD, NC
THE 2000 WASTEWATER
ANNUAL PERFORMANCE REPORT IS
NOW AVAILABLE FOR REVIEW AT THE
MOUNT GILEAD TOWN HALL
110 W. ALLENTON STREET
DURING NORMAL BUSINESS HOURS.
FOR ADDITIONAL INFORMATION
CONTACT
LISA C. WILSON
[phone]
Please send affidavit.
Thank You!
coo( C- LLD LciVO
Lisa C. Wilson, Administrator
02/01/2001

TOWN OF MOUNT GILEAD, NORTH CAROLINA
WASTEWATER ANNUAL REPORT
2000
ADDENDUMS

1
TOWN OF MOUNT GILEAD
Post Cfice Box 325
110 West Allenton Street
Mount Gilead, North Carolina 37308
TelL,;rhone 910/40.5111
Fax [phone]a
Jimmy N. Hs;thcock
Mary H. Llicas
Mayor Town Clerk
STATE OF EMEROENCYPUBLIC DECLARATION
ON THIS 25114 DAY OF JAv JARY 2000
AT 12:30 P.M.
I DO HEREBY DECLARE THE •
TOWN OF 'MOUNT GTLEAD, NORTH CAROLINA
UNDER A STATE OF EMERGENCY
DUE TO THE SEVERE WINTER STORM.
�'' MAYOR 1ND.IY R. HAIT GCi:
•

eye6i--46 U1J11101 uy.al AllLA [haEM. LABS
TLL:919 774 '068
P. 066
ATEL
Y'.
Ma Tat Fnobomntata fabowroryf.Iwc.
MEMORANDUM
February 1, 2000
Dear Valued ATEL Client:
Due to the inclement weather in the Sanford, Raleigh, and surrounding areas during the
week of January 24th, our Laboratory was closed January 256 and 26 h and was Iimited to
available office personnel on January 27th. Therefore, we were unable analyze short
holding time parameters such as 8'OD, CBOD, Total and Fecal Coliforr . and HTP(s)
during this time period.
This memorandum is provided in an effort to assist you with a sufficient explanation for
your state reporting requirements.
We apologize for any analytical inconveniences created for your facility as a result of the
unusual weather conditions.
If further documentation is required, please contact me at 1-800-522-2 832.
Sincerely.
LZ
Joan R. Fortenberry
Laboratory Supervisor
..,1-.'ten NIC 27330

14)
American Water tiervicee, Inc:
N• I,.1...r.n. 11n0•, 11•ok, I,ii.peri•
Mt Gilead, NC
Wastewater Permit
Year 2000
NPDES # NC 0021105
s1 August:
Mid -Atlantic Region
Wastewater Quality Database
Parameter
Permit Avg., mg/1
JAN
FEB
MAR
APRIL
MAY
JUNE
JULY
AUG
SEPT
OCT
NOV
DEC
Flow, mgd
.0;86 MOD
0.35
0.41
0.28
0.32
ND
0.18
0.24
0.286
0.32
0.14
0.14
0.16
pH, s.u.
9-Jun
7.3
7.3
7.2
7.6
ND
7
7
7.1
7.1
7.1
6.9
7.1
BODE April 1 - October 31
14 mgll
8.2
ND
3.6
2.08
2.9
1.1
BODE November 1- March 31
16 mg/1
11.75
7.6
9.6
1.6
NH3 April 1 -October 31
2 mg/I
0.39
ND
0.17
0.07
1.7
0.15
0.07
NH3 November 1 - March 31
7 mgll
2.95
1.13
3.39
0.27
Fecal Coliform
200/100mI
26
14
8
9
ND
'11.06
1.21
73
23
2.6
6.7'
TSS
30 mg/I
5.3
1.5
6
1
ND
1.16
1.25
' 2.2
0.72
8
, 1.3!
Res. Chlorine, Daily Max
28 ugll
DNE
DNE
DNE
DNE
ONE
DNE
_ DNE
DNE
DNE
DNE
DNE