HomeMy WebLinkAboutDSHW-1995-004318 - 0901a06880157be7''K ijjln.nju)
7ji^C^^^^£ CORPORATION
STRATEGIC OPERATIONS
27 April 1995
W300-FY95-128
Mr. Don A. Ostler, Director
Division of Water Quality
P. O. Box 144870
Salt Lake City, Utah 84114-4870
Dear Mr. Ostler
Subject: Thiokol Pollution Prevention Quarterly Report,
1st Quarter 1995
Reference: Stipulation and Consent Order Docket Number
UIC93-1
Pollution prevention efforts at Thiokol during the past
quarter have focused on finalizing construction of the two new
wastewater treatment plants, bringing the plants on-line, and
connecting industrial and domestic wastewater flows. Our
efforts have been very successful.
Construction at the wastewater treatment plants was essential-
ly completed in February and a final inspection by the State
of Utah was conducted 28 February 1995. Permission to operate
the plants was forwarded to Thiokol on 2 March 1995. Waste-
water flows were permanently diverted into the plants near the
end of March and treated effluent flowed into the receiving
waters soon after that.
To date, 30 industrial wastewater flows from the Manufacturing
Area (approximately 40,000 gallons per day) and 33 septic
tank/leach field systems have been connected for treatment at
the south wastewater treatment plant (Building M-422).
Twenty-two industrial wastewater' flows (approximately 23,000
gallons per day) and 33 septic tank/leach field systems have
been connected to the new treatment plant (Building E-541) at
Strategic Operations.
A list of industrial wastewater flows from'individual
buildings discharging into the treatment plants, along with
flow volume, is attached. Connection of the remaining
•S89. .Sriahsm Cnv. UT 8^302-0689 '30i) 363 J5-
Mr. Don A. Ostler, Director
27 April 1995
Page 2
industrial flows and septic systems will be completed by the
middle of May. These connections include the buildings
located in the Test Area.
Thiokol is maintaining the improvements made in minimizing
industrial wastewater flows as reported in previous quarters.
We are also continuing to look for ways to reduce or eliminate
flows or reduce waste loads.
Please contact me at 863-5928 or Steve Harris at 863-5456 if
you have any questions concerning Thiokol pollution prevention
or treatment plant operations. We will be happy to provide
additional information.
Sincerely
J. D. Thompson, Director
Safety, Environmental and Support
cc: Raymond Bruntmyer, U.S. Air Force
Joel Hoyt, Bear River Health Department
Dan Jackson, EPA Region 'VIII
Ali Khan, U.S. Air Force
Fred Nelson, Utah Attorney General's Office
^0€ah Division of Solid and Hazardous Waste
Enclosure:
. JDT/SEH/jp
THIOKOL CORPORATION
POLLUTION PREVENTION SUMMARY
INDUSTRIAL WASTEWATER CONNECTIONS
April 1995
FLOW (1)
BUILDING REDUCTION (gpd)
Discharge 001 - Manufacturing Area
1-5 2400
I-IO-SE 250
I-IO-NE 40
I-IO-S 1800
M-8 700
M-IO 4500
M-11 600
M-12 100
M-15 50
M-33-B 3400
M-33-C 2600
M-52 1200
M-52-W 200
M-53-BP 1739
M-53-E 185
M-53-MH 1776
M-55-W 5100
M-56 1100
M-57 1000
M-66 700
M-67 900
M-68 200
M-71 400
M-85 100
M-87 300
M-111 6800
M-113 900
M-179-SE 700
M-179-N' 1100
M-197-BP 1100
Discharge 002 - Strategic Operations
M-193-N 750
M-193-S 950
M-348 2900
M-514 950
M-585-FD 1000
M-585-N 1000
M-585-SEP 1600
M'-595 1000
BUILDING
M-
M-
M-
M-
M-
M-
M-
M-
M-
M-
M-
M-
M-
S-
-597
•598
•600
-602
•606
•628
•636-
-636-
-639
•640
•641
•642
•689
•501
•SE
-SW
INDUSTRIAL WASTEWATER CONNECTIONS (Continued)
FLOW (1)
REDUCTION (gpd)
1000
1000
1000
900
900
800
1340
5000
200
200
300
200
800
100