PERFORMANCE REVIEW 2009
GENERAL INFORMATION:
FACILITY NAME: Town of Oakboro Wastewater Treatment Plant
RESPONSIBLE ENTITY: Town of Oakboro
OPERATOR IN RESPONSIBLE CHARGE: Larry Branch
APPLICABLE PERMITS: NC0043532 Wastewater Plant, WQ0005387 Land Application, NC0043532 Collection System
DESCRIPTION OF TREATMENT PROCESS:
The Town of Oakboro owns and operates a biological, aerobic treatment facility with a flow capacity of .900 MGD or 900,000 gallons per day. Treatment units utilized at the wastewater plant are as follows:
MAIN PUMP STATIONS:
Bar screens and step screens (for solids removal from wastewater)
Influent flow meter
Grit chamber (for grit removal)
Four influent pumps (to pump wastewater four miles to treatment plant)
Onsite auxiliary power generator
WASTEWATER TREATMENT PLANT
Two 600.000 gal. aeration basins support the growth of valuable bacteria and
provides oxygen to them
Three secondary clarifiers
Chlorine contact chamber with de-chlorination
Aerobic digester storage and further treatment of bio-solids
Two onsite auxiliary power generators
YEAR IN REVIEW:
|
January |
.439 MGD |
Compliant |
July |
.335 MGD |
Compliant |
|
February |
.386 MGD |
Compliant |
August |
.281 MGD |
Compliant |
|
March |
.655 MGD |
Compliant |
September |
.251 MGD |
Compliant |
|
April |
.381 MGD |
Non-Compliant |
October |
.251 MGD |
Compliant |
|
May |
.390 MGD |
Compliant |
November |
.492 MGD |
Compliant |
|
June |
.307 MGD |
Compliant |
December |
.582 MGD |
Compliant |
BOD was non-compliant for April
SANITARY SEWER OVERFLOWS:
|
Date |
Spill |
Due To |
|
Date |
Spill |
Due To |
|
01-06-09 |
90,000 gal |
Heavy Rain |
|
07-27-09 |
27,000 gal |
Heavy Rain |
|
01-12-09 |
58,000 gal |
Equip Failure |
|
11-11-09 |
90,000 gal |
Heavy Rain |
|
02-28-09 |
45,000 gal |
Heavy Rain |
|
12-02-09 |
45,000 gal |
Heavy Rain |
|
03-01-09 |
45,000 gal |
Heavy Rain |
|
12-09-09 |
36,000 gal |
Heavy Rain |
|
03-28-09 |
25,000 gal |
Heavy Rain |
|
12-17-09 |
162,000 gal |
Equip Failure |
|
05-28-09 |
24,000 gal |
Heavy Rain |
|
12-25-09 |
63,000 gal |
Heavy Rain |
|
06-10-09 |
5,000 gal |
Heavy Rain |
|
|
|
|
For the year 2009 the Town of Oakboro experienced sanitary sewer overflows (SSO’s) totaling 715,000 gallons at the McCoy Creek Pump Station due to “severe natural conditions or equipment failure i.e. heavy rain (Monthly SSO’s totals shown above). In late 2007 the Town began a “corrective action plan” to reduce inflow and infiltration (I/I) into Town sewer collection system which consisted of sewer line replacement and limited point repairs in an effort to further reduce or eliminate SSO’s. The Town has recently installed a equalization basin (EQ) to further reduce or eliminate future overflow’s. Presently, the Town is in the process of upgrading the McCoy Creek Pump Station and installing a new parallel forced main to the treatment plant. Construction should begin within the next 6 months.
All SSO’s are reported to the State of North Carolina (DENR) Division of Water Quality, Mooresville Regional Office as required in “The Clean Water Act”. The Town was assessed civil penalties of $10,927.28 for SSO violations.
All overflows were cleaned up in accordance with NC State guidelines.
FOR FURTHER INFORMATION CONTACT:
Larry Branch
704-485-8322