NVIRONMENTAL ESEARCH UNFORMATION HeNTER ECHNOLOGY The Bridge Between Research and Use W. U.S. ENVIRONMENTAL PROTECTION AGENCY JUNE 1977 NATIONAL CONFERENCES ON 208 PLANNING AND IMPLEMENTATION Technology Transfer and the Water Plan- ning Division of the Office of Water and Hazardous Materials, Washington, D.C., co- sponsored three National Conferences on Section 208 Planning and Implementation at Reston, Virginia, March 15-17, at Denver, Colorado, April 19-21 and at St. Louis, Mis- souri, May 24-26 of this year. The objective of the conferences was to bring together in one meeting the various aspects of the 208 Areawide Water Quality Management Planning as required by Sec- tion 208 of PL 92-500. They were structured to show the interrelationship of the technical assessment and control procedures for pol- lutants with the institutional process that is so necessary to achieve implementation of the 208 plan. The conference at the Sheraton Inn, Reston, Virginia (a suburb of Washington, John A. Green, Regional Administrator, Region 8, Denver, CO, at Denver 208 conference. D.C.), was 3 days in length with an attend- ance of over 700—the largest audience ever to attend a Technology Transfer seminar. A breakdown of the registration showed repre- sentatives from the following groups: 172 157 107 84 69 47 31 29 18 3 Consulting firms State and local 208 agencies State governments Federal agencies Local governments Universities (students and staff) Citizens organizations Private industry Trade organizations Elected officials Walter S. Groszyk, Deputy Director, Water Planning Division, U.S. EPA, Washington, DC, at Reston 208conference. A total of 65 speakers made presentations over the 3-day period, from: state and local 208 agencies; state water pollution control, agriculture, mining, and highway agencies; county conservation districts; state elected officials; congressional committees; conser- vation groups; consulting firms; universities; and federal agencies. The first day of each conference was a general session that discussed regulatory management and institutional considera- tions relating to 208 planning and case studies by 208 agencies. The second day ------- Connie Brown, Principal Planner, Knoxville-Knox Co., Metro Planning Comm., Knoxville, TN, at Reston 208 conference. consisted of four concurrent sessions (re- peated on the third day) that presented tech- nical assessment and control procedures for non-point-source pollutants found in urban stormwater; agriculture, silviculture, mining, and construction activities; solid waste and liquid waste sludge disposal; and septic tank discharges. SUSS Walter Peechatka, Director, Bureau of Soil Conservation State of Pennsylvania, at Reston 208 conference. CURRENTSTATUS OF RESEARCH IN AUTOMATION OF WASTEWATER TREATMENT IN THE UNITED STATES During the last 15 years industry has demonstrated that automation of chemical processes is cost-effective and improves product quality. Automation of wastewater treatment and collection systems also promises improved performance at lower costs. Furthermore, with proper use of exist- ing resources, automation can also save energy. For some unit operations requiring relatively short response times, such as auto- mated dissolved oxygen (DO) control inacti- vated sludge systems, cost and energy sav- ings and performance improvements have already been demonstrated. Many waste- water treatment processes have such long response times that manual control is very effective. But, even here, automation may be beneficial because it does provide continuous control and, therefore, assures the reliability of the system. The current status of automated control of wastewater treatment is described in this re- port, along with the research that has been sponsored by the U.S. EPA. The report also includes a discussion on direct digital con- trol, and closes by discussing the research needs and problem areas. Status of Automatic Control Applications EPA supported a survey to evaluate the use of automatic control equipment at 50 waste- water treatment systems. Only those treat- ment facilities that were believed to have some degree of automation were selected for the survey. The present use of specific types of sensors was evaluated by considering the distribution of all types of sensors in all 50 plants, as shown in Figure 1. Every plant surveyed had a device for monitoring flow. Indeed, 30 per- cent of all the instruments in all the plants were used for flow measurement (Figure 1). Automatic analyzers were the next highest category, probably because of the wide variety of parameters measured, including turbidity, conductivity, pH, DO, chlorine residual, and organics. The section labeled miscellaneous analyzers in Figure 1 includes devices for measurement of rotational speed, weight, position, and so forth. The instrument performance observed during the survey was summarized accord- ing to the criteria of unsatisfactory (aban- doned equipment), fair (performance con- ------- FIGURE 1. Observed distribution of process instruments in wastewater treatment plants. sidered marginal or excessive maintenance is required), and satisfactory (see Figure 2). Except for such devices as the bubbler-type level detectors, Venturis, and temperature gauges, most instruments had a performance record 31 percent less than satisfactory. The survey also found that the reported reliability of the instruments is not uniform, and instru- ments manufactured by the same manufac- turer and of identical model were abandoned at some locations but were satisfactory at other locations. One probable cause for this anomaly is that the quality and quantity of maintenance varied at different plant sites. Control of the hydraulics and chemical dos- age using analog methods were the principal control techniques observed being used by the survey teams. The performance of the automatic control system was to a large degree determined by the performance of the measuring devices. Simple equipment such as bubbler-type level detectors performed well and were integrated successfully into automatic control systems. Except in the case of computers, as the con- trol scheme or the sensor required became more complicated, the number of poor expe- riences increased. (See Figure 3.) One im- portant finding of the survey was that approximately 31 percent of the instruments or automatic control loops were abandoned. The most widespread process and, thus, the one receiving the most attention is acti- vated sludge. Air supply is best controlled by using DO as the controlling parameter. If properly applied, DO control will show a cost and energy saving, and in many cases will improve the performance of the plant. Food- to-microorganism (F/M) control in general still requires further research. The details of EPA research on DO and F/M control are dis- cussed later in this report. In general, instan- taneous F/M control has no apparent advan- tage over DO control, with the possible exception of its application in step-feed sys- tems, such as were demonstrated by the EPA at Hillsboro, Oregon. A related control strategy is the control of the sludae retention time (SRT), which appears to offer no diffi- culties and is easy to implement. Another approach to the control of the aerator is a system that has been demon- strated by Brouzes, in France. The system wastes activated sludge on the basis of the air demand. Although the system has not been tested in the United States, it is being used in France. Very few process control strategies are being used in sludae conditioning and de- watering because of a lack of understanding of the basic nature of the processes used. This area will be a major target for EPA re- search and development in the near future. Most of the controls used are to protect and control the machinery. For both the incinera- tor and the anaerobic digester, temperature controls are well-established technology. Because of the similarity of the physical- chemical processes to those currently used in some parts of the chemical industry, auto- matic control systems are relatively easy to implement. Because of the short response times, breakpoint chlorination requires tight control. Systems for complete on-line con- trol without some flow or load equalization have not yet been developed. Automatic control technology for both chlorine disinfection and stormwater treat- ment and detention centers is well estab- lished, and control systems are usually avail- able from the equipment manufacturer. EPA Research Effectiveness of Automation for Biological Treatment. The primary question that EPA research has sought to answer is how effec- tive is automation? The technique usually suggested for such an evaluation is the com- parison of plant performance under auto- matic control with that under manual opera- tion. However, the standards for manual operation vary according to the idiosyncrasy of each plant and of each operator. It is necessary, therefore, that the manual opera- tion be well defined and rigidly enforced. Two long-term studies that partially meet these requirements were carried out at Renton, Washington, and Palo Alto, California. The Renton plant was operated for about a year (March 1970 to April 1971) under man- ual control while an automatic DO control system was being installed in a new aerator. The following year, the plant was operated ------- Number of cases Measuring devices Percent of cases Nuclear radiation density Other analytical analyzers Legend Unsatisfactory FIGURE 2. Performance Marginal Satisfactory summary of measuring devices in wastewater treatment facilities. successfully with automatic DO control. Data were collected for comparative purposes during the months of October, November, and December for the years 1970 and 1971. The operators and plant management had an excellent attitude toward automation. Also, the manual control policy, which consisted of manual DO measurements and air flow adjustments twice per shift, was well defined and expertly carried out. It is unlikely that the sewage would be identical for both time periods. In fact, the biochemical oxygen demand (BOD) loading to the plant was 50 percent higher during the period of automated operation. In spite of this increase, the performance of the plant improved. The effluent BOD decreased from a geometric mean of 11.1 ppm, obtained during manual operation, to a mean of 3.9 ppm for automatic operation. Figure 4 shows the effluent BOD data plotted on logarithmic probability paper to obtain a frequency dis- tribution of measurements. The slope of the lines reflects the degree of reliability. For example, in Figure 4, the reduced slope of the automatic control line indicates that automation resulted in less variation of effluent BOD. Further analysis indicated that the sludge characteristics may also have been affected by automatic DO control. The frequency dis- tribution of the sludge volume index (SVI) is ------- Liquid flow rate control 20 Chemical addition 15 Liquid level control 33 Percent of class 30 40 50 60 70 80 90 100 Sludge pumping 26 Dissolved oxygen PH Turbidity Automatic scum removal Control strategy Number of cases Residual chlorine Air flow rate Supervisory computers 3 Direct digital control 2 Automatic data acquisition 10 I Legend Unsatisfactory Marginal Satisfactory FIGURE 3. Summary of automatic control performances in wastewater treatment facilities. shown in Figure 5. The arithmetic mean for the SVI with manual control was 332. This mean was reduced to 86 with automatic con- trol. The difference in the slopes of the two lines is more marked than for the effluent BOD comparison, indicating a greater ad- vantage for automatic control in maintaining an acceptable SVI. During the semiautomatic operation at Palo Alto, the computer calculated the DO set- points using data obtained from DO probes, and then the operators made the appropriate 99.99 100 60 40 O) I 20 o > ^10 E Q" 5 O D CO 99 90 80 2010 1 0.01 i i i i i—i—i—i—i i ' i ¦ i—i—i—i ii i 11 Manual control Automatic control i i i t i-i—i—i ' i i i i i i ii 1 0.01 1 10 20 80 90 99 99.99 PERCENT OF OBSERVATIONS EQUAL TO OR LESS THAN STATED CLASS MEAN 99.99 99 1,000 600 400 200- f- 100 ™ 60 90 80 20 10 1 0.01 I I I i i i—i—i—I I I i i—i—II u I I l l 40 20 Manual Control Automatic Control i I I I I I I I L__J I I I I I I 10*- 0.01 1 10 20 80 90 99 99.99 PERCENT OF OBSERVATIONS EQUAL TO OR LESS THAN STATED CLASS MEAN FIGURE 4. Comparison of automatic vs. manual operation using BOD in the effluent. FIGURE 5. Comparison of automatic vs. manual using SVI. ------- corrections. Manual operation consists of manual measurements and adjustments twice per shift. When the semiautomatic operation was compared to manual opera- tion (Figure 6), an improvement in effluent suspended solids was noted. In addition, a 13-percent performance improvement as measured by effluent total organic carbon (TOC) and an 11-percent reduction in air use was observed. The latter calculates to a sav- ing of $5,380 per year for a 25-mgd plant, based on 1974 dollars. The other control strategies that were eval- uated at Palo Alto concentrated on F/M. Several techniques, such as TOC, chemical oxygen demand (COD), and oxygen uptake, were considered for measuring the food. However, suitable automatic TOC and COD analyzers were not available for on-line con- trol during the Palo Alto experiments. There- fore, only two F/M control strategies could be evaluated. These were feedback respirom- etry FR control using an on-line respirometer, and DO return activated sludge (RAS) con- trol. In both cases the DO was controlled as described earlier, and, because the results were similar, only the DO/RAS control loop will be described. For DO/RAS control, the aeration tank is used as a respirometer. The rate of air de- mand is assumed to be proportional to the BOD input, and the return sludge is adjusted to maintain the desired F/M ratio. It was found at Palo Alto that DO/RAS and FR control are technically feasible control strategies; how- ever, when comparing the results to those obtained when only DO control was used, the plant showed no performance improvement in terms of effluent quality or cost savings. These results do not mean that F/M control is not desirable. A recent study at Hillsboro, Oregon, indicated that when a plant is sub- jected to severe shock loads F/M control will Q LU Q JOOr 80 - £ e60- tfl 2 w 2 40 - h- £ 5$ 3z20f u. uj 1 £ o uj Z >810 <<" qO Z -1 oo a w Manual I Automatic DO control maintain effluent standards. Another factor that has not been evaluated is the effect of F/M control in maintaining, over a long period, desirable bacterial types in the acti- vated sludge systems. Tests at 12 activated sludge treatment plants (including Renton and Palo Alto) showed that in 9 cases automatic DO control provided substantial savings in aeration energy usage over manual DO control. Only nine cases were considered to have had the necessary criteria for a comparison of auto- matic to manual operation, and of these nine cases substantial improvements in BOD removal efficiency were observed at only two plants. In the case of sludge sedimentation, four plants were observed to have significant improvements, with the remainder showing little improvement. These data are summar- ized in Table 1. Table 1 SUMMARY OF AUTOMATED DO CONTROL PERFORMANCE CO 0.2 1 10 20 80 90 CUMULATIVE FREQUENCY, % Percent Number improve- of Parameter ment plants Air supplied per unit quantity of 21.9 9 BOD removed Air supplied per unit volume of 11.6 9 influent BOD removed per blower 32.1 5 kilowatt-hour BOD removal efficiency 13.8 2 Improvement in sludge volume 108.6 4 index The results do indicate that DO control is a 99 99.8 FIGURE 6. Palo Alto companion! of automatic v*. manual for tacondary affluant »u*pand»d tolidt. valuable control loop that should be explored further. The ease and simplicity of installing and maintaining a DO loop is more than com- pensated for by the cost saving and perform- ance improvements. Automation of Physical-Chemical Treat- ment. Compared to biological treatment, the technology for physical-chemical treatment is better understood. But because of the lack of full-scale, fully automated, physical- chemical treatment plants, the EPA research was conducted at the Blue Plains pilot plant. The processes at the pilot plant consisted of lime precipitation with intermediate recar- bonation, dual media filtration, breakpoint chlorination, and granular carbon adsorption. Every process nad some degree of auto- mation, but only the four alternative control strategies for lime-feed control and filtration and the control strategies for breakpoint chlorination will be described. ------- The four alternative strategies studied for lime-feed control were conductivity ratio, flow proportional, pH plus flow proportional, and alkalinity plus flow proportional. The conductivity-ratio control scheme involves measuring conductivity in the pri- mary reaction zone and in the influent waste- water. The ratio of these measurements generates a control signal for the lime-feed valve. For flow-proportional control, the influent flow rate is measured, and this signal is transmitted directly to the control valve. For pH plus flow-proportional control, the pH is measured in the primary reaction zone, and this signal is used to adjust the signal generated from the flow-proportional loop. For alkalinity plus flow-proportional control, a sample is pumped from the clarified zone of the clarifier through a porous rock filter to an automatic titrator. The resulting alkalinity signal is transmitted to the multiplying trans- mitter in a flow-proportioning control system for final adjustment of lime addition. The results of a 7-day test run are shown in Table 2. Table 2 PERCENTAGE DEVIATION FROM TARGET DURING 7-DAY TEST RUN Ranges of deviation from target alkalinity, % +16 to-20 +15 to-15 +10 to -10* +10 to-15** +7.5 to -7.5 Control scheme Conductivity-ratio Flow-proportional pH plus flow-proportional Proportional Alkalinity plus flow-proportional "First 2 days. **Entire 7-day test period. Conductivity-ratio control was found to be the least accurate, but it would be a good backup control system because it is depend- able and the equipment requires little main- tenance. The flow-proportional control system was very sensitive to any change in lime-slurry concentration and depended heavily on the accuracy of the flow measure- ment device. After 7 days of operation, the pH electrodes were coated with a calcium car- bonate scale approximately 1/16 inch thick. This coating was removed in 2 percent hydro- chloric acid and the electrode regained its initial response characteristics. By schedul- ing electrode cleaning every 2 days, pH con- trol will work satisfactorily. Placement of the pH probe in a separate rapid-mix tank re- duces the maintenance requirements associ- ated with placement in the primary reaction zone of a single-unit clarification system. Although alkalinity plus flow-proportional control produced the closest alkalinity con- trol of all the systems studied, the equipment malfunctioned repeatedly because of filter clogging. The inability to filter high solids concentrations efficiently required reloca- tion of the sample point from the reaction zone to the clarified zone. This change re- sulted in a 2-hour lag in the response time, which caused large swings in process ef- fluent quality when the lime-slurry concen- tration changed. Until the solids handling problem for alkalinity plus flow-proportional control is solved, the recommended control system is pH plus flow-proportional, with conductivity-ratio control as a backup. Operation of the dual-media gravity filters was controlled with four alternative back- wash initiation and control schemes. Alarm schemes used to initiate backwash had time- delay circuits to prevent accidental or momentary events from triggering the back- wash cycle prematurely. The four models used were headloss, high level (influent level), programed time interval, and manual. The headloss sensor initiates the backwash cycle when the available head decreases to a preset minimum value. When the level tends to change, the high level indicator opens an effluent control valve so that a constant level is maintained. When the control valve is 100 percent open, backwash is initiated. The pro- gramed time interval controller will initiate backwash at the expiration of a preselected number of operating hours. The operator may override any of the above controls at any time with the manual mode. The effluent from clarification was distrib- uted equally to the operating filters by a mechanical splitter box. As a filter was isolated for backwash, the flow to that filter was re- distributed to the remaining operating filters. If the headloss alarm was used and if the filter backwash occurred at peak flow rates, the re- distribution caused the already stressed operating filters to be overstressed. The final result was a chain reaction resulting in the need to backwash all available filters in a relatively short time, which increased the requirements for backwash-water pumps and storage capacity. The programed time interval controller was used to schedule filter backwashing at different hours during periods of low flow. This approach reduced backwash-water pumping and storage requirements, and it eliminated overstressing of the system. The headloss indicator was then used as a backup ------- alarm to prevent flooding when system up- sets caused increased solids loading and shorter filter runs than the programed time interval. The high level alarm was connected to an audiovisual alarm and was used to indi- cate equipment failure. This system has pro- vided peak operating efficiency at the lowest possible operating cost. Breakpoint Chlorination The control scheme developed to control breakpoint chlorination employs a feed- forward signal proportional to the mass of influent ammonia and a feedback signal based on the free residual chlorine concen- tration error. The feedforward signal is de- rived from the concentration of ammonia in the influent, the influent flow rate, and a pre- selected weight ratio of chlorine to ammonia. If digital control of the system were practiced, this feedforward signal would be adjusted by the amount of chlorine used for pH control during prechlorination. The control loop for alkali addition (NaOH) is derived from a feed- forward signal based on the chlorine dose used and a feedback signal based on the pH error. The on-stream analysis of ammonia by a colorimetric analyzer, both before and after breakpoint chlorination, has been accurate and dependable. Free residual chlorine is also measured continuously by a colori- metric analyzer. Preliminary operating expe- rience has been favorable. Digital Control Only a few plants have used digital loops in this country as indicated in the EPA survey; most use analog control. Except at the EPA pilot plant and at Palo Alto, where digital process control systems were studied, the digital control applications have been re- stricted chiefly to hydraulic regulation of collection systems or of the flows at the treat- ment plant, and to DO control in the activated sludge process. The San Jose plant is a typi- cal example of this direct digital operation Many plants are constructing or planning installation of digital process control sys- tems, as for example, the planned physical- chemical plant at Garland, Texas, the Metro Plant in St. Paul, Minnesota, and the recently completed plant at Contra Costa, California. But at present the integrated digital process control approach has not been adequately developed. For large plants, control with a digital computer is the most economic technique. Another approach to the use of the com- puter is demonstrated by Los Angeles County Sanitation District. Here, five waste- water treatment plants are sem(automatically controlled by a centrally located computer. The operators of each of these plants key in their data to the central computer using a terminal. The computer analyzes and stores the data and also calculates operational set- points for the plants. This information is then teletyped to the operator who manually ad- justs the plant. Research Needs and Problem Areas To initiate a coordinated attack on instru- mentation and automation problems in this field, a workshop entitled "Research Needs for Automation of Wastewater Treatment Systems" was held in Clemson, South Carolina, in September 1974. This workshop, sponsored by EPA in cooperation with Clemson University, provided an opportunity for workers in this area to discuss their re- search problems and needs. The workshop found that the general prob- lem areas were the lack of adequate field experience, quantitative understanding of wastewater systems, and required sensors. In other words, the problems are a lack of sensors and of fundamental knowledge about the treatment processes. These prob- lems were stated in almost every session. To resolve these problems, the needed research should include demonstrations of automated process control,development of mathemati- cal models and algorithms, and evaluation of sensors. The workshop also indicated a need for an information clearinghouse, including the international exchange of data; and pro- jected a new philosophy of wastewater reno- vation as opposed to processing wastewater to minimum quality requirements. The cost- effective application of instrumentation and automation to wastewater management sys- tems will be a key to implementing this philosophy. This feature article on automation of wastewater treatment was prepared by Joseph F. Rooster, Municipal Environmental Research Laboratory, U.S. EPA, Cincinnati, Ohio. DESIGN SEMINARS FOR SMALL WATERWASTE TREATMENT SYSTEMS Five Technology Transfer design seminars for small waterwaste treatment systems have been presented since March. These seminars were held in Seattle, Washington, March 7-9, in Philadelphia, Pennsylvania, March 30-31; in Kansas City, Missouri, April 26-28, in Con- cord, New Hampshire, May 4-5; and in San Francisco, California, May 24-26. Key presentations at these seminars were given By Gordon Culp and H.H. Benjes, Clean Water Consultants; Richard Otis, William Boyle, Jerry Tyler, and James ------- Converse, University of Wisconsin; Joseph Rezek and Ivan Cooper, Rezek, Henry, Meisenheimer and Gende; Joseph Middle- brooks and James Reynolds, Utah State Uni- versity; Jerry Troyan, Brown & Caldwell; William Bowne, Douglas County, Oregon; and James Kreissl, U.S. EPA, Cincinnati, Ohio. Future seminars in this series will beheld in Denver, Atlanta, Dallas, New York, and Chicago. COAL MINING POLLUTION CONTROL Over 140 mining representatives attended a 1-day seminar, "The Practical Aspects of Coal Mining Pollution Control," held in Hazard, Kentucky, on March 8, 1977. The seminar was sponsored by EPA, Hazard Community College, and the National Coal Association. The seminar provided mining operators the opportunity to meet with EPA officials from Region IV and the Cincinnati Industrial Environmental Research Laboratory. The seminar was designed for the partici- pants and attendees to exchange and share information on current practices for defining and controlling coal mining pollution. The topics presented included information on EPA regulations and procedures, 208 plan- ning, sediment and erosion control, and sampling procedures. The seminar format will be repeated in Zanesville, Ohio on July 19 and 20 (see Technology Transfer Sched- uled Events). George Hartow, U.S. EPA Region IV, answers questions from the audience at the Hazard, KY, Mining Pollution Control Seminar. Participants on the morning panel discussion at the Hazard, KY, seminar are (left to right) Asa Foster, John Martin, George Harlow, John Marlar (all of U.S. EPA) and Charles Peters of Kentucky's Department of Natural Resources and Environmental Protection. ------- METAL FABRICATING SEMINARS AND SEMINAR PUBLICATIONS Over 600 industrial representatives at- tended four 2-day Technology Transfer seminars, "Upgrading Metal Machining, Fab- ricating, and Coating Operations to Reduce Pollution." The seminars, held in Boston, Chicago, Anaheim, and Dallas, attracted industrial decision makers who are responsi- ble for selecting, purchasing, designing, or operating pollution control equipment. The seminars' technical sessions emphasized proven and available practical solutions for the control of air and water pollutants; the reduction of wasteloads; and the treatment, disposal, or recovery of waste products and heat. The seminars were sponsored by EPA, EPA, the Society of Manufacturing Engi- neers (SME), and the Association of Finish- ing Processes of SME. The information presented in thetechnical sessions is available in three volumes of the seminar publication, "Controlling Pollution from the Manufacturing and Coating of Metal Products." These volumes may be obtained by checking the appropriate box (#3004) on the order form in the back of this newsletter. Attendees hear discussions on air and water pollution control technology at the Metal Fabricating Seminar in Bofton, Feb- ruary 22-23, 1977. TECHNOLOGY TRANSFER SEMINARS ON POTABLE WATER TREATMENT Technology Transfer's first regional semi- nars on "Designing and Upgrading Drinking Water Treatment Systems" were held on the dates and in the locations shown below in Regions VI, X, and III, respectively. New Orleans, Louisiana April 20-21, 1977 Portland, Oregon May 25-26, 1977 Reston, Virginia June 1-2, 1977 (Washington, D.C.) Attendance at the seminars, in general, exceeded 250 individuals, including repre- Dr. Gary Logsdon, U.S. EPA, MERL, addressing the New Orleans Water Treatment Seminar. sentatives of consulting firms, utilities, equip- ment manufacturers, and state and federal regulatory personnel. Each attendee re- ceived copies of pertinent legislation, the "Manual of Treatment Techniques for Meet- ing the Interim Primary Drinking Water Regu- lations," and handouts on the "Application of Treatment Technology." This water treatment seminar is new, is 2 days in length, and covers the following R. Rhodes Trussed, of J. M. Montgomery Consulting Engi- neers, spoke about the application of treatment technology at the Technology Transfer Water Treatment Seminar in New Orleans. ------- areas: The Safe Drinking Water Act, chemical treatment, ion exchange and reverse osmo- sis, filtration, organics in drinking water, tri- halomethanes and general organics control, and the application of treatment technology. Key presentations were made by Dr. Joseph A. Cotruuo and Thomas Hushower, of U.S. EPA, Washington, D.C.; Dr. J. Edward Singley of Water and Air Research, Inc., Gainesville, Florida; Dr. Rhodes Trussel of J. M. Mont- gomery Engineers, Pasadena, California; Joseph L. Rizzo and Ken Janecek of Calgon Corporation in Pittsburgh, Pennsylvania; and Drs. Gary S. Logsdon and Thomas Love of Municipal Environmental Research Labo- ratory, Cincinnati, Ohio. Future seminars on water treatment are planned, and detailed information on these can be obtained from the appropriate Tech- nology Transfer regional chairman listed in the back of this newsletter or by calling the Environmental Research Information Center at (513) 684-7394. EIGHTH NATIONAL FOOD WASTE SYMPOSIUM The eighth EPA National Symposium on Food Processing Wastes was held in Seattle, Washington, March 30-April 1,1977. The 250 attendees received information on Tech- nology Transfer activities, EPA guidelines, and pollution control demonstrations con- ducted during the past year. This annual symposium series is cosponsored by several food processing associations, including the Food Processors Institute, the National Can- ners Association, and the Northwest Food Processors Association. Jim Boydston (standing) opens up the eighth National Food Waste symposium in Seattle, March 30-April 1, 1977. Seated left to right on the speaker's stand are Jeff Denit and Guy Nelson of U.S. EPA. HANDBOOK "ANALYTICAL QUALITY CONTROL IN WATER AND WASTEWATER LABORATORIES'' BEING UPDATED The EPA Environmental Monitoring and Support Laboratory is updating the Tech- nology Transfer handbook entitled "Analyti- cal Quality Control in Water and Wastewater Laboratories." Five new chapters are being added to the 1972 edition, and copies should be ready for distribution in early 1978. MANAGEMENT SEMINAR PUBLICATION A new seminar publication, "Choosing Optimum Management Strategies," is avail- able. The publication delineates the options to be considered in making and carrying out a capital expenditure decision on an invest- ment in pollution control equipment. Some of the options discussed cover topics such as interpreting laws and regulations, dealing with consultants and attorneys, and interact- ing with regulatory agencies. Also, the im- portant aspects of buying and installing the needed equipment are presented. These as- pects include management timing, Turnkey vs. Company Integration, design develop- ment procurement package formation, bid evaluation, and acceptance testing. This publication is designed to comple- ment an already well accepted publication, "Choosing Optimum Financial Strategies." Both publications are directed to personnel who have some supervisory, management, or financial responsibilities for interest in plant pollution control measures. These publica- tions can be obtained by checking the appro- priate boxes (#3005 for Financial and #3008 for Management) on the order form in the back of this newsletter. FOREST PRODUCTS SEMINAR A seminar will be held in Dallas, Texas, on September 28 and 29, 1977, to provide a com- prehensive review of environmental topics in the primary wood products industry. Heavy emphasis will be placed on silviculture and forest management techniques as well as case histories of specific processes and operations. The papers will be directed to- ward engineers and environmental managers in the forest products industry, state and local agencies, and consulting firms. The Forest Products Research Society and tion (FGD) facility. The FGD demonstration jointly developing the seminar. Future semi- nars may be held in EPA Regions I and X. If interested in attending the seminar, contact the ERIC staff in Cincinnati for more information. ------- #£S!£R* C0*1 MINING abandoned COAL MiNtS Areas at Research ------- ------- "UPGRADING EXISTING WASTEWATER TREATMENT PLANTS" SEMINAR HANDOUT REVISED The Technology Transfer seminar publi- cation entitled "Upgrading Existing Waste- water Treatment Plants," originally published in August 1973, has been revised and is avail- able upon request. This revision includes five new case histories on wastewater treatment plant upgrading: Stockton, Sacramento, Palo Alto, and San Jose-Santa Clara, in Cali- fornia, and Renton, Washington. Two of the four case histories included in the original version have been deleted. This publication was revised by Warren Uhte and Richard Stenquist of Brown and Caldwell. The original version was prepared by David Walrath of Hazen and Sawyer. This revised publication can be obtained by checking the appropriate box (#4005) on the order form in the back of this newsletter. INDUSTRIAL INITIATIVES CONFERENCE A unique conference series, "Industry Takes the Initiative," was started with a kick- off conference in Chicago, Illinois, January 17-18, 1977. High ranking congressional, corporate, and federal/state officials partici- pated in it. The first day provided the 380 decision makers and policy planners attend- ing with information regarding process changes to reduce pollution and save money. The second day addressed specific technical achievements that companies have made in Gladwin Hill (standing). New York Times National Environ- mental Correspondent, beginning the first panel discussion at the Chicago Industrial Initiatives Conference. Panelists seated left to right are Joe Ling (3M Corporation), representative James Florio (D-NJ), and Paul Brands (U.S. EPA). this area. In addition to EPA, the cosponsors of the conference were the Department of Commerce, the state chambers of commerce, and manufacturing associations in Illinois, Indiana, Michigan, Minnesota, Wisconsin, and Ohio. Also included were the following corporations: Commonwealth Edison, Eli Lilly, Hydroscience, Republic Steel Corpora- tion, Dow Chemical, 3M Corporation, and St. Regis Paper Company. Conference high- lights were presentations by Russel Train and Elliot Richardson. As part of the continu- ing series, future conferences are planned in Boston and Dallas (see Technology Transfer Scheduled Events). TECHNOLOGY TRANSFER HOLDS MUNICIPAL DESIGN SEMINARS ON SLUDGE TREATMENT AND DISPOSAL Three Technology Transfer design semi- nars on sludge treatment and disposal have been held thus far in 1977. The first in this seminar series was held in Newark, New Jersey, April 13-14, and was at- tended by approximately 250 professionals. The next sludge seminar was held in Salt Lake City, Utah, May 2-3, and attracted 200 interested participants from the region. The third seminar was held in Atlanta, Georgia, May 11-12, with attendance in excess of 250 interested participants con- cerned with pollution control and abatement. Bruce Waddle (U.S. EPA, OSWMP) addresses the audience at the Newark Sludge seminar. ------- The fourth sludge seminar will be held September 13-14, 1977, in Boston, Massa- chusetts. This schedule is a change from the dates given in previous announcements. Each seminar featured sessions on "Inno- vative Sludge Processing Technology," deal- ing with lime stabilization and dewatering processes that produce high-solids sludge cakes; "Conversion and Product Recovery Systems," which discussed composting, utili- zation of gas from anaerobic digestion, and coincineration or copyrolysis of sludge and solid wastes; and "Land Application of Sludge for Agricultural Use," dealing with this sub- ject quite extensively in two 3-4-hour discus- sion sessions. The list of speakers at each of the seminars includes: Richard Noland and Jim Edwards, Burgess and Niple Engineers; Jack Harrison, Consultant; Dave Sussman, U.S. EPA, Office of Solid Waste Management Programs (OSWMP); Mack Wesner, Culp/Wesner/Culp; Ron Sieger, Brown and Caldwell; Bob Landreth, U.S. EPA, Municipal Environmen- tal Research Laboratory (MERL); Bruce Weddle, U.S. EPA, OSWMP;Ken Dotson and Dr. Jim Ryan, U.S. EPA, MERL; Dr. Lee Sommers, Consulting Agronomist; and Dr. Ron Lofy, SCS Engineers. Information concerning this seminar series can be obtained by contacting your Tech- nology Transfer regional chairman listed in the back of this newsletter, or by contacting Dr. James E. Smith, Jr., of ERIC-Technology Transfer at (513) 684-7394 in Cincinnati, OH. Dr. Lee Sommers, Consulting Agronomist, discussing Land Application, Rates and Techniques at the Newark seminar. PREPARATION OF FUELS AND FEEDSTOCKS WORKSHOP U.S. EPA's Technology Transfer and Municipal Environmental Research Labora- tory (MERL) sponsored a Workshop on the Preparation of Fuels and Feedstocks for Wastes-as-Fuel, February 8-10, 1977, in New Orleans, Louisiana. The workshop, projected to be the first of a series, had about 50 partici- pants, representing expertise in resource recovery from the Office of Research and Development and the Office of Solid Waste (OSW), U.S. EPA; the Bureau of Mines; the Energy Research and Development Adminis- tration; the military; the Ministry of Environ- ment, Ontario; municipal engineers; research organizations; architect/engineers; and pri- vate firms engaged in resource recovery. The workshop had an open format, allow- ing for free interchange of ideas among workshop members. There were five ses- sions, each with a moderator. John Burckle, MERL, convened the Workshop. A RECOVERY! A ttsrt* Managwww* Company The final morning of the Workshop was devoted to a visit to Recovery I, a resource recovery facility being developed by NCRR, the City of New Orleans, and Waste Management, Inc. Session 1 dealt with system process de- sign, with Dr. Albert J. Klee, MERL, as moderator. A strong theme of the session was the lack of information available to sys- tem designers, and the need for more re- search. Workshop members expressed a desire for more communication between manufacturers and users of systems. Mate- rials handling, scale-up, and fuel specifica- tions were discussed. The topic of Session 2 was selection of equipment. Four areas were discussed: materials handling, size reduction, separa- tion, and process control. Stephan Lingle, OSW, moderated. Dr. Harvey Alter, National Center for Re- source Recovery (NCRR), conducted Ses- sion 3 on technical obstacles. Again the need for more information was stressed. An interesting feature of the session came when members voted on their preferences for high ------- priority and low priority research needs. The results will be published in the Proceedings. Session 4, moderated by John Burckle, dealt with approaches to research, develop- ment, and demonstration programs. Scale- up and sampling were primary concerns. Several speakers then summarized their pilot plant operations, including Dr. Alter; Roger DeCesare, Bureau of Mines; Dr. George Trezak, University of California; Steve Hurley, U.S. Navy; and G. C. Chisamore, Ontario. David Berg, Office of Energy, Minerals, and Industry (OEMI), summarized the Work- shop in Session 5. He noted the lack of data impeding near-term implementation and long-term development. EPA HOLDS NATIONAL CONFERENCE ON LESS COSTLY WASTEWATER TREATMENT SYSTEMS FOR SMALL COMMUNITIES A national conference aimed at dissemi- nating information on less costly wastewater treatment systems for small communities was held on April 12-14, 1977, in Reston, Virginia. This EPA conference was cospon- sored by Technology Transfer, the Office of Water Program Operations, and the Munici- pal Environment Research Laboratory. Sound and economical alternatives to con- ventional centralized wastewater collection and treatment systems for small communi- ties were the focus of this 21/2-day conference. State-of-the-art case histories were pre- sented for the provision, operation, and maintenance of adequate and economical wastewater treatment facilities for small communities. Discussions included present government policy on wastewater facilities, and descrip- tions of major types of conveyance and treat- ment systems and their comparative costs. The Honorable Jennings Randolph. Examples were provided of successful and cost-effective installations that meet environ- mental requirements. Alternative organiza- tions for maintaining and operating small facilities were also discussed. The Honorable Jennings Randolph, Chair- man, Senate Committee on Environment and Public Works, was the conference's keynote speaker. Douglas M. Costle, newly appointed EPA Administrator, welcomed the assembled municipal officials, state health and water pollution officials, consulting engineers, edu- cators in sanitary and environmental engi- neering, and representatives from environ- mental and public interest groups. Other speakers included Marilyn Klein, Council on Environmental Quality, and John Rhett, EPA Deputy Assistant Administrator for Water Program Operations. Proceedings from this conference will be published in the near future. Announcement of proceedings availability will be made in this newsletter. IK filii WW nil Lawrence Waldorf addresses the audience at the National Small Flows Conference in Reston, Virginia. WELLMAN-LORD FLUE GAS DESULFURIZATION CAPSULE REPORT AVAILABLE This capsule report describes initial results from a joint program being conducted by Northern Indiana Public Service Company (NIPSCO) and EPA to demonstrate the sulfur dioxide removal capabilities of the Wellman- Lord/Allied Chemical flue gas desulfuriza- tion (F6D) facility. The FGD demonstration plant is retrofitted to the Unit No. 11 coal- fired boiler at NIPSCO's Dean H. Mitchell Station in Gary, Indiana. The FGD plant con- sists of the Davy Powergas Inc. proprietary design Wellman-Lord SO2 Recovery Process, ------- Davy's Purge Treatment Unit, together with Allied Chemical Corporation's S02 reduc- tion process. This capsule report summarizes the opera- tional progress on the Wellman-Lord S02 Recovery portion of the FGD facility. After the Acceptance Test has been performed, an- other capsule report will summarize the final results of the program. The Wellman-Lord process is a regenera- tion process where a sodium sulfite solution absorbs and chemically reacts with the sulfur dioxide to form sodium sulfite, sodium bisul- fite, and sodium sulfate. Sulfur dioxide is separated from the solution and reacted with natural gas to form elemental sulfur. The spent solution is treated and returned to the feed system. The report has been jointly prepared by the Environmental Research Information Center and the Industrial Environmental Research Laboratory (IERL). For further information on the Wellman-Lord and other FGD pro- grams, contact the IERL facility in Research Triangle Park, North Carolina, (919) 549-8411. "UPGRADING LAGOONS" SEMINAR HANDOUT REVISED The Technology Transfer seminar publica- tion entitled "Upgrading Lagoons," originally published in August 1973, has been revised and is available upon request. This revision includes two new case histories on upgrad- ing lagoons: the Antelope Valley Tertiary Treatment Plant in Lancaster, California, and the Richfield Springs, New York, Treatment Plant. One of the three case histories included in the original version has been deleted and the other two have been updated. This publication was revised by Brown and Caldwell Consulting Engineers, Walnut Creek, California. Brown and Caldwell also prepared the original version. This revised publication can be obtained by checking the appropriate box (#4001) on the order form in the back of this newsletter. FRUIT AND VEGETABLE PROCESSING SEMINAR PUBLICATIONS A new seminar publication, "Pollution Abatement in the Fruit and Vegetable Proc- essing Industry," is available in three volumes. The publications cover the technical infor- mation presented at the five fruit and vege- table processing seminars held across the country in 1976. The topics covered include basics of pollution control, case histories, in- plant process changes, and wastewater treatment. The Food Processors Institute, National Canners Association, and CH2M- Hill assisted in its preparation. The seminar publication can be obtained by checking the appropriate box (#3007) on the order form in the back of this newsletter. NEW TECHNOLOGY TRANSFER PUBLICATION SERIES: EXECUTIVE BRIEFING The first publication in a new Technology Transfer series designed for high level indus- trial decision makers is now available for dis- tribution. The purpose of this new series (executive briefings) is to highlight important environmental research activities, including broad environmental assessments, pollution control technology demonstrations, and other important environmental considerations. The first executive briefing, "Industrial Energy Conservation Measures," outlines the environmental impacts of current and proposed practices by industry to conserve energy. This publication can be obtained by checking the appropriate box (#9001) on the order form in the back of this newsletter. Industrial Energy Conservation Executive Briefing executive briefing environmental considerations of energy-conserving industrial process changes ------- mj UNITED STATES ENVIRONMENTAL PROTECTION AGENCY CINCINNATI, OHIO 45268 June 1977 Dear Reader: First of all I would like to congratulate each of you for your continued interest in environmental pollution control and at the same time thank you for your constant support and interest in the Environmental Research Information Center's (ERIC) Technology Transfer Program. Since the early days of the Environmental Protection Agency, Technology Transfer has made every attempt to bridge the information gap between you, the technology user, and research development, by dissemi- nating the most up-to-date information on pollution control technologies through pulication distribution and conducting seminars and workshops. Most recently Technology Transfer has combined efforts and resources with the Technical Information Staff to form the Environmental Research Information Center. This organization of personnel and information will enhance the transfer of technology and information from every facet of environmental research and development. Looking over this issue of the Technology Transfer Fact Sheet and even the last one you may have noticed some changes and additions. Perhaps the most pertinent being the addition of a complete listing of Technology Transfer's Scheduled Events for the near future. It is our hope that this will help you plan ahead and enable you to participate in Technology Transfer's seminar series whenever possible. Lately the requests for Technology Transfer publications has been overwhelming. Many of the publications being requested are currently out of stock and are in the process of being reprinted. All publications listed on the order form in the back of this newsletter are currently in print and can be ordered by marking the appropriate boxes. Your orders will be filled and forwarded to you as soon as possible. Sincerely yours, ------- Where to Get Further Information In order to get details on Items appearing in this publication, or any other aspects of the Technology Transfer Program, contact your EPA Regional Technology Transfer Committee Chairman from the list below: REGION CHAIRMAN I Lester Sutton Robert Olson III IV Albert Montague Asa B. Foster, Jr, ADDRESS Environmental Protection Agency John F. Kennedy Federal Building Room 2313 Boston, Massachusetts 02203 617 223-2226 (Maine, N.H., Vt., Mass., R.I., Conn,) Environmental Protection Agency 26 Federal Plaza New York, New York 10007 212 264-1867 (N.Y., N.J., P.R., V.I.) Environmental Protection Agency 6th & Walnut Streets Philadelphia, Pennsylvania 19106 215 597-9856 (Pa., W. Va„ Md„ Dei., D.C., Va.) Environmental Protection Agency 345 Courtland Street, N.E. Atlanta, Georgia 30308 404 881-3454 (N.C., S.C., Ky., Tenn., Ga., Ala., Mitt., Fla.) REGION CHAIRMAN VI VII Mildred Smith John Coakley VIII Elmer Chenault IX William Bishop ADDRESS Environmental Protection Agency 1201 Elm Street First International Building Dallas, Texas 75270 214- 749-3971 (Texas, Okla., Ark., La., N. Mex.) Environmental Protection Agency 1735 Baltimore Avenue KansasCity, Missouri 64108 816 374-5971 (Kansas, Nebr., Iowa, Mo.) Environmental Protection Agency 1860 Lincoln Street Denver, Colorado 80203 303 837-4343 (Colo., Mont., Wyo„ Utah, N.D. S.D.) Environmental Protection Agency 100 California Street San Francisco, Calif. 94111 415 556-6925 (Calif., Ariz., Nev., Hawaii) Clifford Risley Environmental Protection Agency 230 S. Dearborn Street Chicago, Miinoia 60604 312 353-2200 (Mich., Wis., Minn., III., Ind., Ohio) John Osborn Environmental Protection Agency 1200 6th Avenue Seattle, Washington 98101 206 442-1296 (Wash., Ore., Idaho, Alaska) For the following audio-visual material, please contact your Regional Transfer Chairman. (See above) MOTION PICTURES (16mm sound) • Richardson, Texas Project—Title: "Somebody around here must be doing something good." (15 min.) • Phosphorus Removal (5 min.) • Water Quality Management, Alameda Creek, Calif .—Title: "The Water Plan," (28V4 min.) The Seattle METRO Story. (28 min.) "Breakthrough at Clear Lake" (28 min.) ENVIRONMENTAL RESEARCH INFORMATION CENTER LAND USE MANAGEMENT 208 Land Use Planning Non-point Sources MONITORING, MEASUREMENT AND QUALITY ASSURANCE Monitoring Analytical Methods Quality Control Remote Sensing HEALTH AND ECOLOGICAL EFFECTS MUNICIPAL Wastewater Potable Water Supply INDUSTRIAL Wastewater Air Toxic and Hazardous Materials Energy Aspects Research Reports Production Special Research Reports Technology Transfer Production Newsletter Production Report Distribution and Coordination Conference and Symposia Coordination Requests Coordination Mailing Lists Coordination Graphic Arts and Visual Aid Support ------- TECHNOLOGY TRANSFER SCHEDULED EVENTS In order to keep you more aware of future Technology Transfer activities (particularly seminars), the following schedule is included. Should you desire more details on any of the activities listed, contact the appropriate Technology Transfer Regional Chairman listed in the previous section of this newsletter. SUBJECT DATE REGION/CITY Scheduled Municipal Seminars Small Wastewater Treatment Systems July 12-14, 1977 VIII Denver, CO Small Wastewater Treatment Systems July 27-29, 1977 IV Atlanta, GA Small Wastewater Treatment Systems August 1977 V Chicago, IL Small Wastewater Treatment Systems August 1977 VI Dallas, TX Small Wastewater Treatment Systems September 1977 II Syracuse, NY Sludge Treatment and Disposal September 12-14, 1977 I Boston, MA Tentative Municipal Seminars Water T reatment October 26-27 I Boston, MA Scheduled Industrial Seminars Coal Mining July 19, 20, 1977 V Zanesville, OH Wood Products September 28, 29, 1977 VI Dallas, TX Industrial Initiatives September 7, 8,1977 VI Dallas, TX Tentative Industrial Seminars Coal Mining Summer 1977 V Indianapolis, IN Remote Sensing Summer 1977 IX Las Vegas, NV Metal Fabricating Fall 1977 V Chicago, IL Pretreatment Fall 1977 IV Atlanta, GA ------- ENVIRONMENTAL RESEARCH INFORMATION CENTER TECHNOLOGY TRANSFER PUBLICATIONS N/CKObG Nisnw ------- REQUEST FOR TECHNOLOGY TRANSFER MATERIAL Please send me the following publications at no charge. (Check appropriate boxes) The publications listed on this form are the only ones available through the Office of Technology Transfer. PROCESS DESIGN MANUALS Phosphorus Removal (April 1976) 1001 0 Carbon Adsorption (Oct. 1973) 1002 Q Suspended Solids Removal (Jan. 1975) 1003 ~ Upgrading Existing Wastewater Treatment Plants (Oct. 1974) 1004 ~ Sulfide Control in Sanitary Sewerage Systems (Oct. 1974) 1005 ~ Sludge Treatment and Disposal (Oct. 1974) 1006 ~ Nitrogen Control (Oct. 1975) 1007 Q TECHNICAL CAPSULE REPORTS Recycling Zinc in Viscose Rayon Plants 2001 ~ Color Removal from Kraft Pulping Effluent by Lime Addition 2002 ~ Pollution Abatement in a Copper Wire Mill 2003 ~ First Interim Report on EPA Alkali S02 Scrubbing Test Facility 2004 Q Dry Caustic Peeling of Peaches 2005 Q Pollution Abatement in a Brewing Facility 2006 D S02 Scrubbing and Sulfuric Acid Production Via Magnesia Scrubbing 2007 CD Second Interim Report on EPA Alkali Scrubbing Test Facility 2008 Q Magnesium Carbonate Process for Water Treatment 2009 D •Third Interim Report on EPA Alkali Scrubbing Test Facility 2010 Q •First Progress Report Wellman-Lord Flue Gas Desulfurization 2011 O INDUSTRIAL SEMINAR PUBLICATIONS Upgrading Poultry Processing Facilities to Reduce Pollution (3 Vols.) 3001 ~ Upgrading Metal Finishing Facilities to Reduce Pollution (2 Vols.) 3002 ~ Upgrading Meat Packing Facilities to Reduce Pollution (3 Vols.) 3003 C] Upgrading Textile Operations to Reduce Pollution (2 Vols.) 3004 ~ Choosing the Optimum Financial Strategies for Pollution Control Investments 3005 ~ Erosion and Sediment Control from Surface Mining (2 Vols.) 3006 Q •Pollution Abatement in the Fruit and Vegetable Industry (3 Vols.) 3007 LJ •Choosing Optimum Management Strategies 3008 ~ •Controlling Pollution From the Manufacturing and Coating of Metal Products (2 Vols.) 3009 ~ i MUNICIPAL SEMINAR PUBLICATIONS Upgrading Lagoons 4001 ~ Physical-Chemical Treatment 4002 U Nitrification/Denitrification 4004 ~ Upgrading Existing Wastewater Treatment Facilities-Case Histories 4005 LJ Flow Equalization 4006 CH Wastewater Filtration 4007 ~ Physical-Chemical Nitrogen Removal 4008 ~ Air Pollution Aspects of Sludge Incineration 4009 Q Land Treatment of Municipal Wastewater Effluents (3 Vols.) . . . ! 4010 ~ BROCHURES Logging Roads and Water Quality 5011 EH Municipal Wastewater Alternatives 5012 ~ Forest Harvesting and Water Quality 5013 ~ HANDBOOKS Analytical Quality Control in Water and Wastewater Laboratories (1972) 6001 ~ Monitoring Industrial Wastewater (1973) 6002 Q Methods for Chemical Analysis of Water and Wastes (1974) 6003 ~ INDUSTRIAL ENVIRONMENTAL POLLUTION CONTROL MANUALS Pulp and Paper Industry — Part 1/Air 7001 ~ EXECUTIVE BRIEFINGS •Industrial Energy Conservation Measures 9001 ~ If you are not currently on the mailing list for the Technology Transfer Newsletter, do you want to be added? Yes ~ No ~ •Name „ Employer — Street City State Zip *lt is not necessary to fill in this block if your name and address on reverse are correct. •Publication listed for the first time. Note: Forward to Technology Transfer, U.S. Environmental Protection Agency, Cincinnati, Ohio 45268. tV U. S. GOVERNMENT PRINTING OFFICE. 1977-757-056/5620 Reqion No. 5-1 I ------- |