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TRA Experiencing
Outflows Due to Heavy Snow Melt Runoff
Grand
Prairie – A Trinity River Authority manhole
began overflowing wastewater on Thursday, February
18, 2010 at 8:00 a.m. after heavy runoff from recent
snowfall caused hydraulic overloading in the
Authority’s East Mountain Creek pipeline resulting
in outflows.
During
periods of heavy snow melt runoff or rainfall, it is
common for water to cover manholes and underground
wastewater pipes. When this occurs, unwanted water
gains access to the pipeline system through openings
in the manholes and cracks in the pipelines. The
pipelines can become hydraulically over loaded and
wastewater spills result.
No public
drinking water supplies were threatened or
contaminated by this overflow. The Texas Commission
on Environmental Quality (TCEQ) requires all
wastewater overflows in excess of 100,000 gallons to
be reported to TCEQ, the public, and other
designated public officials.
TRA
estimates that by 4:30 p.m. on February 21, 2010,
100,000 gallons of wastewater outflowed from the
manhole, located ¼ mile west of Mountain Creek
Parkway, and ½ mile south of I-20, discharging into
a low lying area of the Mountain Creek drainage
basin.
The
overflowing manhole is part of TRA’s East Mountain
Creek interceptor system and carries flows from the
Cities of Grand Prairie and Cedar Hill. The final
volume that overflows will be reported to TCEQ.
The
impact of this inadvertent spill was minimized by
large quantities of floodwater which served to
dilute the wastewater in the East Mountain Creek
Interceptor and Mountain Creek drainage basin.
All
required city, county and state officials have been
notified of this event by TRA.
For more information please contact John Jadrosich,
(817) 467-4343
Texas
Commission on Environmental Quality
Chapter 319 – General Regulations Incorporated Into
Permits
Rule Log No. 99031-319-WT
Figure: 30 TAC §319.303
NOTICE
OF SPILL FROM A WASTEWATER FACILITY
A spill
from a wastewater treatment or collection facility
has occurred.
INFORMATION ABOUT THE SPILL
Facility
Name: Trinity River Authority’s Central Regional
Wastewater System, East Mountain Creek
Contact
for further information John Jadrosich - Public
Information (817) 467-4343
Location
of the spill: ¼ mile west of Mountain Creek
Parkway and ½ mile south of I-20
Estimated
time and date of spill: Started at 8:00
a.m. on February 18, 2010 and exceeded 100,000
gallons by 4:30 p.m. on February 21, 2010
Estimated
volume of the spill (number of gallons): Exceeded
100,000 gallons at 4:30 p.m. on February 21, 2010.
The final volume released will be reported to TCEQ.
Type of
spill: (domestic) (industrial) (other)
Explain other
Domestic
Area
potentially affected: Mountain Creek
drainage area in Grand Prairie
Suspected
cause of spill: Hydraulic overload due to
heavy snow melt runoff
THE
FOLLOWING ACTIONS HAVE BEEN TAKEN:
x
Appropriate local governmental officials have been
notified
x
TCEQ regional
office has been notified
The spill
has been contained
Increased monitoring of water supply systems has
been initiated
The cause of the spill has been corrected
Clean-up activities are underway/completed
Other
As listed in
the Sanitary Sewer Overflow (SSO) Outreach
Initiative Final Corrective Action Plan, submitted
by the Authority and approved by the Texas
Commission on Environmental Quality (TCEQ), the
Authority annually performs internal line video
inspection and line cleaning activities. Problem
areas identified are scheduled for corrective
action. Construction of a relief project is
underway for the Mountain Creek Interceptor,
Mountain Creek Sections 5 & 6 Phase 1A is complete,
Phase 1B is under construction and is anticipated to
be completed December 2010. Phase 2 is designed and
is scheduled to be bid in August 2010. Construction
will begin approximately October 2010 and is
expected to be complete by late 2011. This will
increase the diameter of the pipe from 72 to 96
inches, resulting in additional line capacity. In
addition, preliminary design activities are underway
to increase the East Mountain Creek Interceptor from
33 and 36 inches to 60 inches in diameter, which
will result in increased hydraulic capacity.
Construction is expected to begin in
early 2011.
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