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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