»- r1,1" ;^«w, sf-p1*"*^ -i   ?; -
                                      THIRD SESSION
                                      RECONVENED IN
                                      NA/ORKSHOP SESSIONS
                                      September 28, 29, 3O,
                                      October 1,2,  197O.
                                      Chicago, Illinois
   ILLINOIS
                                                Vol. 1,
    Pollution of Lake Michigan
    and Its Tributary
U.S. DEPARTMENT OF THE INTERIOR . . . FEDERAL WATER QUALITY ADMINISTRATION

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WORKSHOP L-li'JJION FOR THE THIRD SESSION OF
THE CONFERENCE IN THE MATTER OF POLLUTION
OF LAKE MICHIGAN AND ITS TRIBUTARY BASIN
IN THE STATES OF WISCONSIN, ILLINOIS,
INDIANA, AND MICHIGAN    	   VOLUME I
                      Bal Tabarin Room
                       Sherman House
                     Chicago,  Illinois
                    September 25, 1970

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                                                         ii
OFFICIAL LAKE MICHIGAN CONFEREES AND ALTERNATES
   THROUGHOUT SEPTEMBER AND OCTOBER WORKSHOP
       ILLINOIS
          Conferee:
          Alternates:
Clarence W. Klassen
Carl T. Blomgren
Douglas B. Morton
Richard S. Nelle
David P. Currie
Jacob D. Dumelle
       INDIANA
          Conferee:
Blucher A. Poole
Perry E. Miller
       MICHIGAN
          Conferee:
          Alternate:
Ralph W. Purdy
Carlos Fetterolf
       WISCONSIN
          Conferee:
          Alternates:
Thomas J. Frangos
Donald J. Mackie
Jerome McKersie
Theodore F. Wisniewski
       FEDERAL
          Conferee:
          Alternates:
Murray Stein, Chairman
Francis T. Mayo
R. J. Schneider
Robert P. Hartley

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                                                        ill
                    CONTENTS
                                                    Page
Opening Statement - Murray Stein                      1
Yates M. Barber, Jr.                                  6
Bruce A. Tichenor                                   162
Frederick H. Warren                                 312
H. J. loung                                         369
John C. Geyer                                       416
Loren D. Jensen                                     419
Donald H. Brandt                                    437
John Z. Reynolds                                    529

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                                                        iv
           Workshop Session for the Third Session of the
Conference in the Matter of Pollution of Lake Michigan and
its Tributary Basin, in the States of Wisconsin,  Illinois,
Indiana, and Michigan, held in the Bal Tabarin Room of the
Sherman House, Chicago, Illinois,  on Monday,  September 28,
1970, at 9:30 a.m.

           PRESIDING:
           Murray Stein, Assistant Commissioner
           for Enforcement and Standards Compliance,
           Federal Water Quality Administration,
           Department of the Interior, Washington, D.C.

           CONFEREES :
           Clarence W. Klassen, Director, Illinois
           Environmental Protection Agency, Springfield,
           Illinois.
                   E. Pools, Technical Secretary, Stream,
           Pollution Control Board, Indiana State Board
           of Health, Indianapolis, Indiana.
           Ralph W. Purdy ,  Executive Secretary, Michigan
           Water Resources Commission, Lansing, Michigan.
           Thomas G . _ Frangos, Administrator, Division
           of Environmental Protection, Wisconsin
           Department of Natural Resources, Madison,
           Wisconsin.
           Francis T. Mayo. Regional Director, Federal
           Water Quality Administration, Department of
           Interior, Chicago, Illinois.

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 ALTERNATE CONFEREES:
            Donald J. Mackie, Assistant Secretary,
            Division of Environmental Protection,
            Wisconsin Department of Natural Resources,
            Madison, Wisconsin.
            Theodare F. Wisniewski. Director,  Division
            of Environmental Protection, Wisconsin
            Department of Natural Resources, Madison,
            Wisconsin.
            Carlos	Fetterolf, Supervisor, Water Quality
            Standards Appraisal, Michgan Water Resources
            Commission, Lansing, Michigan.
            Robert P- Hartley. Director, Office of
            Enforcement and Cooperative Programs, Federal
            Water Quality Administration, Department of
            Interior, Chicago, Illinois.
            Douglas B. Morton,.Environmental Control
            Engineer, Illinois Environmental Protection
            Agency, Springfield, Illinois.
            David P. Currier Chairman,  Illinois Pollution
            Control Board, Chicago, Illinois.

            PARTICIPANTS:
            Yates M. Barber, Jr.,  Staff Assistant to the
 Assistant Director of Research, Bureau of Sport Fisheries
 and Wildlife,  Annandale,  Virginia.
            Richard Callaway,  Chief,  Physical  Oceanography
 Branch,  National Coastal  Pollution Research Program,  Pacific
 Northwest Water Laboratory, Corvallis,  Oregon,
            John Carr, Chief,  Environmental Research Program,
 Fish and Wildlife  Service,  Ann Arbor,  Michigan.
            Peter J. Colby, Aquatic Biologist, U.S. Fish and
Wildlife Service, Ann Arbor, Michigan.

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                                                          VI
PARTICIPANTS, Continued:
           Kenneth R. Roberts, Resource Management Officer.
U. S. Bureau of Commercial Fisheries, Arlington, Virinia.
           Mrs. Lee Botts, Executive Secretary, Chicago,
Illinois.
           Dan Feldman, Attorney, of the firm of Isham,
Lincoln and Beale, One First National Plaza, Chicago,
Illinois*
           Richard H. Lincoln, Manager, Environmental
Engineering, Outboard Marine Corporation, 4143 N. 27th
Street, Milwaukee, Wisconsin^
           Bruce A. Tichenor, Chief, Hydrographic Branch,
National Thermal Pollution Research Program, Pacific
Northwest Water Laboratory, Corvallis, Oregon.
           Frederick H. Warren, Advisor on Environmentql
Quality, Federal Power Commission, Washington, D.C.
           Irene Gurlocher, Munster, Indiana.
           R. W. Patterson, Partner and Manager of Mechanical
Department, Sargent and Lundy, 140 South Dearborn Street,
Chicago, Illinois.
           A. F. Aschoff, Head, Environmental Division,
Sargent and Lundy, 140 South Dearborn Street, Chicago,
Illinois.
           Herrick J. Young, Secretary, Edison Electric
Institute, 750 Third Avenue, New York City, New York,
           John C. Geyer, Professor of Environmental
Engineering, Edison Electric Institute RP 49, The Johns
Hopkins University, Baltimore, Maryland,
           Loren D. Jensen, Associate Professor, The Johns
Hopkins University, Baltimore, Maryland,

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                                                            Vll
PARTICIPANTS, Continued:
           Mary Alice McWhinnie, Professor, DePaul University,
EPRO, 1036 Belden, Chicago, Illinois.
           O. K. Petersen, Senior Attorney, Consumer Power
Company, 212 W. Michigan Avenue, Jackson, Michigan)
           Donald H. Brandt, Director, Air and Water Quality
Control, Consumers Power Company, 1945 Parnall Road,
Jackson, Michigan.
           John Z. Reynolds, Environmental Surveillance
Coordinator, Consumers Power Company, 1945 W. Parnall Road,
Jackson, Michigan.

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                     LAKE MICHIGAN  ENFORCEMENT CONFERENCE
                         Sept.  28  - Oct. 2,  1970
                                Vlll
ATTENDEES:

George G. Adki ns
Engi neer
Federal Power Commfssion
Washington, DC

S. Altman
Commi ssioner
Highland Park Environmental
Control Commission
1566 Cave I I
Highland Park, IL

Miss Altman
League of Women Voters
1566 Cave I I
Highland Park, IL

Seymour Altman
S.A.V.E.
1566 Cave I I
Highland Park, IL 60035

A. F. Aschoff
Head-Environmental Division
Sargent &  Lundy Engineers
140 South Dearborn Street
Chicago,  IL 60603

Mrs. Dean AsseIi n
2826 S. Lake Shore Drive
St. Joseph, Ml 49085

Burton H. Atwood
Regional Coordinator
U.S. Department of the  Interior
Office of  Secretary
2510 Dempster Street
Des Plaines,  IL 600 I 6

John C. Ayers
Prof, of Oceanography
University of Michigan
Lansing, Ml

Charles A. Bane
I sham, Lincoln &  Beale
Commonwealth  Edison Company
One First  National Plaza
Chicago,  IL 60670
Yates M. Barber, Jr.
Staff Asst. to Assistant
Director - Research
8505 Chapel Drive
Bureau of Sport Ffsh. & Wildlife
Annandale, VA 22003

Dr. John Bardach
Biologist-University of Michigan
For the Lake Michigan Federation
School of Natural Resources
Ann Arbor, Ml

V. C. Beebe
Division of Engineering
Fansteel ,  I nc.
North Chicago,  IL 60064

Chang M. Bek
Special Project Engineer
The Dow Chemical Company
Midland, Ml 48640
Steven Be I lew
Eco I ogi st
City of  Chicago, Dept.
Room 406 , C i ty Ha I I
Chicago, IL 60602
                       of Public Works
Walter G. Belter
Environmental Engineer
U.S. Atomic Energy Commission
Washington, DC 20795

Mrs. Wm. Benner
2800 S. Lake Shore Drive
St. Joseph, Ml 49085

Mrs. Lee Botts
Executive Secretary
53 West Jackson Boulevard
Chicago, IL

Mr. Keith Bennett
Chicago Regional Editor  Iron Age
120 South Riverside Plaza
Chicago, IL

F. D. Bess
Assistant Manager
Environmental Pollution Control
Union Carbide Corporation
Chemicals & Plastics
P.O. Box 8361
South Charleston, WV  25303

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ATTENDEES CONTINUED:
                                                                              IX
Mrs. L. W. Bieker
AAUW Indiana Division Board
I 154 Ridge Road
Munster,  IN 46321

Harry V. Bierma
Chairman, Clean Streams Committee
6425 W. 32nd St.
Berwyn, IL  60402

Thomas H. Blankenship
2LT - Corps of Engineers
U.S. Army, Corps of Engineers
Chicago District
219 South Dearborn Street
Chicago,  IL 60604

Carl T. Blomgren
Illinois Environmental Protection Agency
1919 W. Taylor Street
Chicago,  IL 60612

James W. Blust
Person. Mgt. Spec.
Federal Water Quality Administration
Chicago,  IL 60605

Andrew J. Boehm
Executive Vice President
American Fishing Tackle Mfg. Assn.
20 No. Wacker Drive
Chicago,  IL 60606

Theo. C. Bo I Iinger
Attorney, Wisconsin
Public Service Corp.
Box 700
Green Bay, Wl

Mrs. Russell Bonynge
Lake Michigan Inter-League Group
I 120 Chestnut
Wi Imette, IL 60091

R. V. Bowden
Sanitary Engineer
Federal Water Quality Administration
1819 W. Pershing Road
Chicago,  IL
                                          David Bowring
                                          Asst. Editoi—Trailer Travel
                                          WoodaII Pub Ii shi ng
                                          500 Nyacinth Place
                                          Highland Park,  IL 60035

                                          D. H. Brandt
                                          Director of Air & Water Quality Control
                                          Consumers Power Co.
                                          1945 ParnalI  Rd.
                                          Jackson, Ml

                                          Mrs. Harriet K. Brooks
                                          P.O. Box 28
                                          Bridgman, Ml   49106

                                          John R. Brough
                                          Director Air & Water Control
                                          Inland Steel  Co.
                                          East Chicago,   IN

                                          Carol Brown,  Chairman
                                          C.L.A.W. (Clean Land, Air & Water)
                                          P.O. Box 85
                                          Lake Forest,  IL  60045

                                          George M. Brown
                                          Commission on Lake Mich. Pollution
                                          Evanston,  IL

                                          Dale S. Bryson
                                          7201 Park Avenue, So.
                                          Federal Water Quality Administration
                                          Mi nneapolis,  MN
                                          Miss Cathy Budek
                                          Sierra Heights Col
                                          Adrian, Ml 49221
lege-Science  Dept.
                                          Sol Burnstein
                                          Senior Vice President
                                          Wisconsin Electric Power Co.
                                          231 W. Michigan Street
                                          Milwaukee, Wl 53217

                                          Julie Cannon, News Editor
                                          Sierra Club
                                          1050 Mills Tower
                                          San Francisco, CA

                                          John F. Carr
                                          Chief, Environmental  Research Program
                                          Fish & WiIdlffe Service
                                          1451 Green Road, P.O. Box 640
                                          Ann Arbor, Ml  48IQ4

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 ATTENDEES CONTINUED:
 Raymond  P.  Carrol I
 Member
 Committee on  Lake Michigan
 Pol Iution
 7726  S.  Marshfield
 Chicago, IL

 James E. Carson
 Assoc. Meteorologist
 Argonne  National  Lab.
 Argonne  IL 60439

 Francis  W.  Cathli na
 City  Attorney
 City  of  South Milwaukee,  Wl

 James P. Cencer
 Asst. to Dir., Tech. Serv.
 Michigan Consolidated  Gas Co.
 One  Woodward  Ave.
 Detroit, Ml   49226

 Leon  Chambers
 Asst. Superintendent
'Hammond  Sanitary  District
 City  of  Hammond
 5143  Columbia Avenue
 Hammond, IN

 We I don R.  Coate
 President-Pa I Iisades Park,  Mich.
 Pallisades Park Community
 1300  Lake Shore Drive
 Chicago, IL 61610

 Mrs.  Aaron Cohodes
 League of  Women Voters
 37 TurnbulI Woods
 Highland Park, IL

 Peter J. Colby
 Aquatic  Biologist
 U.S.  Fish & WiIdlife Service
 1451  Green Road
 Ann Arbor,  Ml  48107

 David D. Comey
 Director of Research
 Campaign Against  Environmental  Violence
 109  N. Dearborn  St., Rm 1005
 Chicago, IL 60602
Enrico F. Conti
Asst. to Onager for  : nvi ronmenta I
Activi'ties, 1Kb, AEG  Chicago Opns  Office
9800 S. CFSS Ave,
Argonne,
504
John B.W. rorey
Dept. of V;ater & Se\-j<--5
City of Crioago,  12i N.  La Salle
Chicago,  L 60602

Charles E- Cor ley
Biologi st
EPA, Statf of  ; I  i mo:'s
1919 W. Tcyior
Ch i cago,  i'.

Cosmo Cour i e;
Radio Repc.-rer
WJOB
Hammond,  IN

R. B. Cove! r
Morton Chem i ca! Co ,
I  10 North Wacker Drive
Chicago,  IL  60606

Leonard T- Crook
Great Lakes 3aiin Coi mission
220 E. Huron Si.
Ann Arbor, Mi  48iOo

Qu i ncy Dae ; oman
Reporter
M i I waukee ^<.-ji\ r; no I
10817 N. San Marino 'Vfve
Mequon, Wi 53092

Mrs . Mi ri i \< G .  D&h "
Izaak Walien League
W i scons i n S rate D i v;'-, I on
5832 N. L^o 0, ive
Mi I waukee, W!   532 ;' 7

John F . DC.', ; berg
Vice President
Wisconsin 'IiectrTc Power Co.
Mi I waukee, Wi  552CV

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ATTENDEES CONTINUED:
Mrs. B. C. Dahlmann
League of Women Voters
71 I  Bluff Road
Lake Bluff,  IL  60044
of Lake Bluff
Yin-Ben Dai
HydrauIic Eng i neer
Pioneer Service & Engineering
2 North Riverside Plaza
Chicago, IL

R. G. Dalbke
Consulting Manager
Kaiser Engineers, Inc.
35 E. Wacker Drive
Chicago, IL 60601

George Danchi
Environmental Health Engr.(ConsuItant)
4623 Tyler Street
Gary, IN 46408

A. Daniel Feldman
I sham, Li ncoln & Beale
Commonwealth Edison Co.
One First National Plaza, Suite 4200
Chicago, IL   60670

Raymond DeLant
Manager, PuIp & Paper Production
Badger Paper Mi I  Is, Inc.
P.O. Box 149
Peshtigo, Wl    54157

Wi I Iiam G. Di nchak
Civil Engi neer
III. Envi ronmentaI
Protection Agency
1919 W.  Taylor St.
Chicago, IL  60612

Helen Don I on, President
Evergreen Garden Club
I  1007 W. Roosevelt Road
Westchester,  IL 60153
Griffin G. Dorschel
Attorney
Wisconsin Power & Light
122 W. Washington
Madison, Wl 53703
 Co.
Charles W. Dougherty
State Program. Grants Specialist
Federal Water Quality Administration
33 E. Congress Parkway
Chicago,  IL  60605

A. Joseph Dowd
Asst. General Counsel
American  Electric Power Service Corp.
Two Broadway,
New York,  NY

Wi I Iiam H. Downey
Asst. to Manager for Public  Info.
Atomic Energy Commi'ssion
9800 S. Cass Avenue
Argonne,  IL 60439

Jack A. DruckemiIler
Admin. Asst. - Publi'c Affairs
P.O.  Box  115
Bri'dgman, Ml 49106

Eugene F. Dud ley
Resource  Ecologi'st
Harza Engineering Co.
400 W. Madison Street
Chicago,  IL  6Q6Q6

Jacob D. Dunne Me, Member
IIlinoTs Pollution Control Board
189 W. Madison Street
Chicago,  IL  60602

Mrs.  Ralph Dun lop
2246  Orrington Avenue
Evanston, IL  60201

John  T. Dunn
Po Mutton Control Engineer
Bethlehem Steel  Corp.
Box 248
Chesterton, IN 46304

Raymond W. Durante
Asst.  to Vi;ce President for Govt. Affairs
West i'ng house
1625  K Street
Washington, DC

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ATTENDEES CONTINUED:
                                                                              XI1
John R. Dyer
Gn. Supv.
Consumers Power Co.
212 W. Michigan
Jackson, Ml

J. W. Dykings
Ed. Photog.
Chicago Sun-Times
Chicago, IL

Thomas A. EdsaI I
Fishery Biologist
U.S. Bureau of Comm. Fish.
1451 Green Road
Ann Arbor, Ml

Fred F. Eichhorn, Jr.
Attorney, NIPSCO
Northern Ind. Pub. Svc. Co.
5243 Hohman Avenue
Hammond, IN

Mrs. Louise Erickson
Chai rman
Racine Commission for
the Natural  Environment
3328 N. Main St.
Racine, Wl 5340?

Raymond P. EsselI
Landscape Architect
Environmental Resources Branch
Chicago District, Corps of Engrs,
219 South Dearborn St.
Chicago, IL 60604

Winfred Ettesvold
Chai rman
Michigan Grand River
Watershed Counci  I
609 Prudden Bldg.
Lansing, Ml

A. Gordon Everett
Deputy Asst. Secretary
Water Quality & Research
Dept. of the Interior
Washington, DC 20240
Andrew A
Attorney
Metropolitan
Chicago,  IL
Farenga
   Sanitary Di stri ct
C. R. Faulkender
Environmental Control Manager
Charmin Paper Products Co.
Box 410
Green Bay, Wl 54305

Wi I Iiam E. Ferry
67 E. Cedar
Chicago,  IL 606 I I

Carlos Fetterolf
Supv., Water Quality Apprai'sal
Bureau of Water Management
Mich. Dept. Natural Resources
Mason Bldg.
Lansing, Ml 48926

A. William Finke, Attorney
Wisconsin Electric Power Co.
231 W. Michigan St.
Mi Iwaukee, Wl

Chris Fitzgerald
Editor
Nuclear News
244 E. Ogden Avenue
Hinsdale, IL  60521

E. G. Fochtman
II T Research Institute
10 W. 35th Street
Chicago,  IL 61616

James A. Fowler
Air & Water Conservation Coordinator
Atlantic Richfield Co.
3500  Indianapolis Blvd.
East Chicago, IN
H. B. Fox
Toledo Edison
Toledo, OH
    Co.
Chester W. Grobschmidt, Mayor
South Milwaukee (City Hall)
South Mi Iwaukee, Wl 53172

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                                                                              Xlll
ATTENDEES CONTINUED:

Chester S. Gerlach
Aud itor
City of South Milwaukee
724 Marion Avenue
South Mi Iwaukee, Wl 53172

John C. Geyer
Prof, of Environmental Engrg.
Edison Electric Institute RP 49
Johns Hopkins University
Baltimore, MD 21218

Merri I I B. Garnet
Fed.  Activities Coordinator
Federal Water Quality Admn.
Chicago,  IL

George W. GiIImor
I sham, Lincoln & Beale
Commonwealth Edison Co.
One First National Plaza, Suite 4200
Chicago,  IL 60670

A. G. Gi anni ni
Department of Water Works
6505 Columbia Avenue
Hammond,  IN      46320

Carl  W. Giesler
Supt. Kewaunee Nuclear Plant
Wisconsin Public Service Corp.
600 North Adams Street
Green Bay, Wl 54305

Wa Iter Gi nsborg
Water Bacteriologist
Chicago Bur. Water
Water Purification Lab.
1000 E. Ohio
Chicago,  tL 6161 I

Geo.  Gockstetter
Super!ntendent
Republic Steel  Corp.
I  1600 Burley Avenue
Chicago,  IL 61617

COL Leonard J.  GoodselI
Executive Director
Great Lakes Commission
2200 N. Campus Blvd.
Ann Arbor, Ml 48105
John T. Graikowski
Microbiologi'sf
D3pt. of the  Interior
Bureau of Comm. Fisheries
Ann Arbor, Ml       48107

W. M. Graham, Chief Engineer
American Maizo Products Co.
Roby,  IN 46326
Richard Granroth
Sanftary Engineer
III. Envi ronmentaI
1919 Taylor
Chicago, IL 60612
Protection Agency
Donald L. Gray, City Attorney
City of Whiti ng
1443 - I  19th Street
Whiting,   IN

James D.  Griffith, Director
Committee on Lake Michigan Pollution
636 Hunter
Glenvfew, IL
Mrs. Shirley Gruen
Wisconsin Federation of
214 W. Mt. Royal Road
Glendale, Wl 53217
     Women's Clubs
Phi Iip F. Gustafson
Coordinator Argonne
Great Lakes Research Program
Argonne National Laboratory
9700 S. Cass Avenue
Argonne, IL 60439

D. J. Hahn, Engi neer
Procter & Gamble
7162 Reading Road
Cincinnati', OH   45327
B. F. Hal Iigan, Sr. Proj.
Combustion Eng., Inc.
Windsor, CT 06095

Frank Harangody, Mayor
C i ty of Wh i t i ng
1443 - I  19th Street
Whiting, IN
       Engr.

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ATTENDEES CONTINUED:
                                                                              xiv
Gary D. Harmon, Sanitary Engr.
III. Environmental  Protection Agency
1919 W. Taylor St.
Chicago, IL 60612

Wi I  I iam J.  Harrigan
Chief, Air  & Water Control
City of Hammond
City Hal I,  Calumet Ave.
Hammond, IN

John D. Harper, Director
EPRO
Box 83, Rt. I
Elgin,  IL 60120

J. A. Hart
Conservation Specialist
MobiI OiI Corp.
3821 Indianapolis Blvd.
East Chicago,  IN 46321

James M. Hays
Qua Iity Audit Mgr.
Weyerhaeuser Co.
200 AIlegan
PlainwelI,  Ml 49080

PauI Hayes
Reporter, Milwaukee Journal
Journal Square
Mi Iwaukee,  WI 53012

Mrs. C. Herman
Chairman, Cook County
III. Wildlife Federation
3735 Morton Avenue
Brookfield,  IL 60513

Mrs. Jay S. Heyman
Chairman, Environment Committee
Highland Park  League
of  Women Voters
3296 Brook Road
Highland Park,  IL 60035

Dan Hi I I
Sanitarian
Hammond Health Department
5710 Calumet Ave.
Hammond, IN 46320
Russell G. Hill, Executive Secretary
State Soil Conservation Comm.
Mich. Dept. of Agriculture
717 Newton Ave.
Lansing, Ml 48912

Jack L. Hipke
Environmental Chemist
Wisconsin Power & Light Co.
122 W. Washington Avenue
Madison, WI

Frank K. Ho, Assistant Hydraulics Engr.
Pioneer Service & Engineering Co.
400 West Madison
Chicago,  IL 60606

R.  G. Hobson
Asst. to Vice President & Gen. Mgr.
LTU Aerospace Corp.
P.O. Box 909
Warren, Ml

Barton M. Hog Iund
Assoc. Great Lakes Program Dir.
Argonne National Lab.
9700 S. Cass Avenue
Argonne,  IL 60439

J.  B. Hoileyman
Physical Scientist
Federal Water Quality AdminTstration
33 E. Congress Parkway
Chicago,  IL

Richard S. Howe
Director of Research & Planning
Dept. of Environmental Control
City of Chicago
320 North Clark Street
Chicago,  IL

Dorothy J. Howe I I
Microbiologist
Metro Sanitary Distri'ct
of Greater Chicago
 100 E. Erie
Chicago,  IL

Dr. R. A. Hughes
Senior Scientist
Westinghouse Environmental Systems Dept.
P.O. Box 355
Pittsburgh, PA  15230

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ATTENDEES CONTINUED;
Elmer C.  IIker
Electrical Engineer
Federal Power Commit:. ,.,
610 S. Canal Street
Ch icago,  1L

Evan W. James
V ice-Presi dent
Power Gen. & Engr.
Wisconsin Public Serv-c
600 North Adams Strep-r
Green Bay, Wl 54301

James W. Jardine
Commissioner of Water &
City of Chicago
C i ty Ha I I, Room 403
Chicago, IL 60602

M.  A. Jaroch
Environmental Research
Cong. Reuss - Wise. 5th
2605 W. Victory Lane
Sarah Jenkins
Graduate Student - Project AFST.
University of Wiscons in-
Madison-Sea Grant
1225 W. Dayton
Madison, Wl 53706

Loren D. Jensen
Associate Professor
The Johns Hopkins University
Baltimore, MD  21218

Wi I Ii am S. Si nger
Alderman
City of Chicago (44th Ward)
Ch i cago,  IL

Harold R. Johnson
Vice President
American Electric Power Serv,
2 Broadway
New York, NY

Eileen L. Johnston
505 Maple Avenue
Wi Imette, IL 6009 I
LT David R. Junki ns
Engineer, Planning Division
U.S. Army, Corps of Engineers
219 South Dearborn
Ch icago,  IL

Mrs. J. Barton Kalish
League of Women Voters
Highland Park - 2419 St. Johns
Highland Park, IL 60035
Mrs. June Karis
7435 Dixon Street
Forest Park, IL 60
                                                           30
Steven E. Keane, Attorney
Wisconsin Public Service Corp.
735 N. Water Street
Mi Iwaukee, Wl

John H, Kennaugh
Executive Secretary
Michigan Grand River Watershed Counci
609 Prudden Bldg.
Lansing, Ml 48933

J . B.  Kenny
PI ant Meta I lurglst
Clark  Equipment Co.
Buchanan, Ml 49107
Charles W. Kern
Environmental Technologist
Northern  Indtana Publtc Service
5265 Hohman Avenue
Hammond,  IN

James L.  Kerwin
Reporter
Detroit News
615 W. LaFayette
Detroit,  Ml

Paul Keshishian
Director  of Power Production
Wisconsin Power & Light Co.
 122 W. Washington Ave.
                                         R.  Ki rkconnel I
                                         Director  of  Research
                                         Tl I
                                         17639  Dundee
                                         Homewood,  IL
                                                                        Co

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                                                                             XVI
ATTENDEES CONTINUED:

Clarence W. Klassen                     Carl N. Kueltzo
Director                                Land Use Planner
Illinois Environmental                   Metro Sanitary Dist. of
Protection Agency                       Greater Chicago
525 W. Jefferson Street                 Chicago, IL
Springfield, • IL
                                        Paul A. Kuhn
Jim Kloss                               for Raymond E. Anderson, NSSD
Reporter, Chicago                       Associate - Greeley & Hansen, Engrs.
Daily News                              North Shore Sanitary District
401 N. Wabash                           Waukegan, IL
Chicago, IL
                                        David C. Landgraf
Grace Marie Knapp                       Asst. Attorney General
I  1653 N. Wauwatosa Road                 State of I I  Iinofs
Mequon, W?      53092                   188 W. Randolph St., Room 2200
                                        Chicago, IL 60601
Mrs. David Koch
League of Women Voters                  Bruce S. Lane
318 Marshman Street                     Vice President - Engineer
Highland Park,  IL 60035                 The Upjohn Co.
                                        Kalamazoo,  Ml  49001
Lawrence S. Kolczak
Environmental Protection Sanitarian
Illinois Environmental  Protection Agency
1919 W. Taylor                          Dr. John K.  Langum
Chicago, IL 60612                       President,  Business Economics,  Inc.
                                        209 South LaSalle Street
R. M. Kopper                            Chicago, IL 60120
Executive Vice President
Indiana & Michigan Electric Co.         Richard Lanyon
2101 Spy Run Avenue                     Supervising Engineer of Flood Control
Fort Wayne,  IN                          Metro Sanitary District of Chicago
                                        100 E. Erie Street
G. E. Kormann                           Chicago, IL 60611
Anaconda American Brass Co.
1420 63rd St.                           Leon M. Larson
Kenosha, Wl  53140                      Manuscript Editor
                                        National Geographic Society
Patrick Kowaleski                       17th & M Streets
Asst. Attorney General                  Washington, DC
Michigan Water Resources Commission
630 - 7 Story Office Bldg.              Allen S. Lavfn
Lansing, Ml 48902                       Metro Sanitary District of
                                        Greater Chicago
Frank Kudrna                            100 E. Erie
Eng. of Planning    .                    Chicago, IL
Metro. Sanitary District
101 East Ontario Street                 G. Fred Lee
Chicago,  IL                             Professor of Water Chemistry
                                        University of Wisconsin
Ronnie Jill  Kweller                     Madison, Wl  537Q6
Medfll News  Service - Reporter
Evanston,  IL 60201

-------
                                                                             XV11
T. R. Lee
Head, Resources Research Uni;t
Canada Centre for  tnland Waters
P.O. Box 5050
Burlington, Ontario, Canada

Kenneth Lehner
Superintendent of Chemical Services
Wisconsin Elec. Power Co.
231 W. Michigan Street
MiIwaukee, Wl

Jay A. Lipe, Attorney
United States Steel Corporation
208 S. LaSalle
Chicago,  IL

R. H. Lincoln
Manager Environmental Engineering
Outboard Marine Corporation
4143 N. 27th Street
MiIwaukee, Wl 53207

J. L. Lissack
District Engineer
Wisconsin Dept. of
Natural Resources
1768 Main Street
Green Bay, Wl 54302

Wi I Iiam F. Llewellyn
Assistant to Vice President
Corporate Engineering
American Can Company
1900 Pol Iitt Drive
Fair Lawn, NJ 07410

Lloyd A. Lueschow
Chief of Laboratory Services
Wisconsin Department of
Natural Resources
Wisconsin State Laboratory of Hygiene
University of Wisconsin
Madison, Wl
Er I i ng H. Lunde
Volunteer Administrator
Citizens of Greater Chicago, Rm
18 South Michigan Avenue
Chicago, IL  60603

Mary Lynn M. Luy
Midwest Editorial Reporter
Chemical Week Magazine
645  N. Michigan
Chicago, IL
602
        H.  Ted MacDonald
        Livingston Hills Assoc.
        Lafayette, IN

        Richard E. MaciuI is
        Reporter
        City News Bureau of Chicago
        188 W. Randolph St.
        Chicago, IL 60601

        John J. Magnuson
        Associate Professor
        Laboratory of Limnology
        University of Wisconsin
        Madison, Wl  53706
                                & Adjoining Land
Robert E. Mann
State Representative
Chairman, Lake Michigan
Study Commission
22 West Madison St.
Chicago, IL

Gerald Marks
Professional Engineer
53 W. Jackson Blvd.
Chicago, IL 60604
        Raymond G. Martin
        Research Director
        Campaign Against Pollution
        600 W. Fullerton Parkway
        Chicago,  IL

        John Marti nek
        Superintendent of Sewerage System
        City of South MiIwaukee
        2Q05  IQth Avenue
        South Mi'Iwaukee, Wl 53172

        Donna Marx, Reporter
        Mebill News Servi'ce
        Northwestern Untvers'+v
        Evanston, IL
Wallace 0. Matsunaga
Sanitarian
Illinois Environmental
1919 N. Taylor
Chicago, IL 60613
                               Protection Agency
        Clyde Mathews
        Community Action to
        Reverse Pollution CCARP)
        555 Warren Street
        Gary,  IN 46403

-------
                                                                              XV111
ATTENDEES CONTINUED:

Francis T. Mayo
Regional Director
Federal Water Qualfty Admn.
33 East Congress Parkway
Chicago,  IL 60605
Ron McCandI is
President Pro Tern
Michigan Steel head
Association
Kalamazoo, Ml
& Salmon Fisheries
Miss Edith M. McKee
Chief Geologist
Theodore S. Leviton & Assoc.
208 S. LaSalle Street
Chicago, IL

John C. McLane
Environmental Control Engineer
1919 W. Taylor
Chicago, IL 60612

S. W. McMyler
Vice President - Manufacturing
Riverside Paper Corporation
P.O. Box 170
Appleton, Wl 5491 I
WiI  Iiam A. McNamara
Vice President
Madison Gas & Electric
P.O. Box  1231
Madison, Wl 53701
    Co.
M. A. McWhinnie
Professor (Doctor)
DePaul University - EPRO
1036 Be I den
Chicago,  IL 60614

Richard K.  Meyers
Production Superintendent
Chemetron Corporation
491 Columbia Avenue
Hoi land,  Ml  49423

Congressman Abner J. Mikva
2nd Congressional District
1532 Longworth House Office
Washington, D. C. 20515
Maria K. Milenkovic
Water Chafrman, League of Women Voters
91 I  Vernon Avenue
Glencoe,  IL 60022

K.  N. MM ler
Interested Citizen
2705 Stinson Drive
Fort Wayne, IN 46806
T. A. Miskimen
Indiana & Michigan Electric Co.
American Electric Power Service
2 Broadway
New York, NY 10004

Stephen C. MitchelI
Special Asst. to District Engr.
for Public Affairs
U.S. Army Engr. District
219 South Dearborn St.
Chicago,  IL 60604

John S. Moran
S.D. Warren Co.
Division Scott Paper Co.
2400 Lake Shore Drive
Muskegon, Ml

Don L. Morgan, Plant Manager
Morton Chemical
160 Sixth St.
Manlstee, Ml 4960

John G. Morris
Deputy Commissioner
Dept. of Environmental Control
City of Chicago
Room 500, 320 North Clark
Chicago,  IL

D. B. Morton
III. Environ. Pollution Agency
535 West Jefferson Street
Springfield, \L 627Q6

James H. Motz, Jr.
Environmental Engineer
Georgia Power Company
P.O. Box 4545
Atlanta, GA
                                                     Corp.

-------
                                                                                XIX
ATTENDEES CONTINUED

Robert G. Mowers
Technical Assistant
Standard Oil Company (Ind.)
910 S. Michigan Avenue
Chicago, IL 60680

Thomas J. Murphy
Assistant Professor
DePaul University - EPRO
1036 W. Be I den
Ch icago, IL

H. V. Myers
Principal Engineer
Environmental Studies
Detroit Ed i son
2000 Second
Detroit, Ml   48226

R. S. Nelle
Chief Engineer
III. Environmental Protection
525 W. Jefferson Street
Springfield, IL 62706

Richard J.  NeI son
Assistant Vice President
for Pub Iic Affairs
Inland Steel Company
30 West Monroe St.
Chicago, IL 60603

Wi iIiam R.  Nelson
Director Corp.  Development
Green Bay Packaging, Inc.
P.O. Box I 107
Green Bay, WI 54305

R. W. Nicholson
Consulting Engineer
City of South Milwaukee
MiIwaukee, WI

Mr. Charles O'Laughlin
Brookfield Farmer
LaSalle County
6149 N.  Knox
Chicago, IL

Laurence B. O'Leary
Director, Lake Huron
Basin Office, FWQA
P.O. Box 217
Grosse  Me, Ml  48138
Agcy,
Thomas Ortciger
Administrative Asst. to
Congressman Ed Derwinski
2441 Vermont Street
Blue Island, IL

Arthur Pancoe
SAVE - Campaign Against Pollution
347 Surfide
Glencoe,  IL

Robert W. Patterson
Partner & Manager of
Mechanical Department
Sargent & Lundy
140 South Dearborn Street
Chicago,  IL

Boris R. Pavelka
Bechtel Corporation
50 Beale Street
San Francisco, CA

Richard A. Pavfa
Deputy Commissioner of Water & Sewers
Chicago Department of Water & Sewers
City HaII, Room 403
Chicago,  IL

Harry M. Pawlowski
Department of Water & Sewers
City of Chicago
Cfty Hal I, Room 404
Chicago,  IL

Jon Payne, News Edi'tor
Ameri'can Nuclear Socfety
Nuclear News Magazfne
244 E.  Ogden
Hinsdale, IL 60521

J. A. Pelletier
Northern  Indiana Public Service Co.
5265 Hohman Avenue
Hammond,  IN 46325

0. K. Petersen
Senior Attorney
Consumer Power Company
212 W.  Michigan Avenue
Jackson, Ml  49201

-------
                                                                                 XX
ATTENDEES CONTINUED:

Howard W. Peterson
Copy Supervisor
Leo Burnett Co.
Prudential Plaza
Chicago,  IL

Frank Pierson
Spokesman
Campaign Against Pollution
5851 Blackstone, I-B
Chicago,  IL

Wesley 0. Pipes
Professor of Civil  Engineering
Northwestern University
Evanston, IL

Frank J. Pokorny
Research Chemi'st
Cities Service ON  Co.
4900 Cline Avenue
East Chicago,  IN 46321

Fabian C. Polcyn
Research Engineer
University of Michigan
P.O. Box 618
Ann Arbor, MI

J. Porembski
Camera Man, NBC News
H. W. Poston
Commissioner, Dept. Environmental
Control
City of Chicago
320 North Clark Street
Chicago, IL

Joseph K. Prince
Attorney Genera I
Wm. J. Scott's Office
Anti-Pollution Division
188 W. Randolph St., Rm 2200
Chicago, IL 60601

Albert Printz
Federal Water Quality Admn.
Washington, DC
A. S. Prisant
Supervisor of Press Relations
American Electric Power Co.
2 Broadway
New York, NY

Donald W. Pritchard, Professor
The John Hopkins University
Baltimore, MD     21218

Ralph W. Purdy
Executive Secretary
Michigan Water Resources Commission
Mason Bu iIdi ng
Lansing, Ml 48906

Louis Rague, Superintendent
Soutti Bend Was-tewater Treatment Plant
3113 Rfversi'de Drrve
South. Bend, IN 46628

Robert R, Rai'sanen
Manager of Envi'ronmenta I Quqltty
Upper Peninsula Power Co.
616 Shelden Avenue
Houghton, Ml

Edward C. Raney
Director,  Ichthyologi'cal Associates
Commonwealth Ed i'son
301 Forest Drive
Ithaca, NY  14850

Herbert Read
State Director,  Indi'ana Drvi'si'on
Izaak Walton League of America
Ma i I  Route Box 438
Chesterton, IN 46304

Phi Iip A. Reed
Fi Iter Engineer
Chicago Water Bureau
1000 E. Ohio Street
Chicago, IL 6061 I

John Z. Reynolds
Environmental Surveillance Coord'rnatot
Consumers Power Co.
1945 W. ParnalI Road
Jackson, Ml

-------
                                                                              XXI
ATTENDEES CONTINUED:

John Rice
Pharmacologi st
Industrial Bio-Test,
I 14 Newton
Hoffman Estates, IL
         I nc.
Charles F. Riefstahl
Committee on Lake Mich. Pollution
P.O. Box 583
Wi Imette, IL 60091
8132 Kolmar
Skokie, IL
Ave.
Cl ifford Risley, Jr.
Director, R&D
Federal Water Quality Admn.
33 E. Congress
Chicago, IL

Kenneth R.  Roberts
Resource Management Officer
U.S. Bureau of Commercial Fish,
1815 N. Fort Myers Avenue
Arlington,  VA 22209

Andrew Robertson
Associate Professor
University of Oklahoma
730 Van Vleet Oval
Norman, OK 73069

Thomas T. Rogers
Attorney-Adv i sor
Off ice of Solicitor
U.S. Dept.  of the Interior
C Street, NorthWest
Washington, DC

Fred W. Rohr
Vice President
P&W Engineers,  Inc.
309 W. Jackson Blvd.
Chicago, IL 60606

Walter A. Romanek
672  Irving Park Road
Chicago, IL 60613
Mrs. Samuel Rome
League of Women Voters of
67 E. Madison
Chicago, IL 60603
              ILL
Norman L. Rothe
Alderman
South MiIwaukee
711 Ki rkwood Avenue
South MiIwaukee, Wl 53172

Phi I Iip Rothenberg
Senior Assistant Attorney
Metro Sanitary District of Greater Chicago
100 East Erie
Chicago, IL

Bert Rowe
Manufacturing Engineer
Clark Equipment Co.
324 E. Dewey Street
Buchanan, Ml 49107

Robert Saichek
Architect, SAVE
300 West Washington St.
Chicago, IL 60606

Marcia L. Sander
Highland Park League of
Women Voters
500 Carriage Way
Deerfield, IL
                            Robert Schacht
                            Aquatic Biologist
                            III. Envi ronmentaI
                            1919 West Taylor
                            Chicago, IL
                   Protect. Agency
Dana Schindler
Mainstee County Anti>Pol luti'on Organization
P.O. Box 282
Manistee, Ml 49660

Mrs. Richard Schnadig
Glencoe League of Women Voters
379 Jackson Avenue
Glencoe, IL 60022

R. J. Schneider
Deputy Regional Director
Federal Water Quality Administration
33 East Congress Parkway
Chicago, IL

-------
ATTENDEES CONTINUED:
                                                                              xxi i
Dale C. SchuItz
Chief Plant Engineer
Fansteel, Inc.
North Chicago, IL

David Schwarzz
Director, Corporate
Environmental  Control
Abbott Laboratories
1400 Sheridan Road
North Chicago, IL

I .  W. Scroggi n
Plant Manager
Cities Service Oil Co,
4900 Cline Avenue
East Chicago,  IL 46312

Wi I I i'am J , Sheehan
Chai rman
Palisades Park Country Club
7951  So. Washtenaw
Chicago, IL 60652

Gerald D. Secundy
Attorney
Atlantic-RFchfield Co.
875 North Michigan Avenue
Chicago, IL

Mrs.  Charles E. Seiler
League of Women Voters
Water Chairman, Northbrook LWV
1500 Chapel Court
Northbrook, IL

Edward Selvick
Biological Engineer
Army Corps of Engineers
Chicago District
219 S. Dearborn St.
Chicago, IL 60604

Donald R. Shi ras
Manager, Public  Information
Inland Steel Co.
30 West Monroe
Chicago,  IL 60603
Dr. Joseph Sobota
President
TEMP  (Conservation
Kalamazoo, Ml
Org.)
Ben Sosewftz
Acti'ng General Superintendent
Metro Sanitary District of Chicago
100 E. Erie
Chicago, IL

Jack Steiner
Sanitary Engineer
City of Chicago-Water
Purification Division
1000 E. Ohio Street
Chicago, IL 606 I I

Daniel Lee Stewart
Attorney
Land & Natural Resources Division
Department of Justice
9th St., and Constitution Ave.
Washington, DC

Raynor Sturgiss
Director, III. Department
of General  Services
602 State Office Bldg.
Springfield,  IL

Roger M. Stroh
Director of Environmental Health
City of Holland, Michigan
C i ty Ha I I
Hoi land, Ml 49423

H. Gladys Swope
ConsuIti ng Chemist
Waste Management & Pol Iution Control
214 N. Allen Street
Madison, WI 53705

John Tertadian
City Engineer of South Milwaukee
City Hal I
South MiIwaukee, WI 53172

J .F .J . Thomas
Special Advisor, Water Quality Division
Department of Energy, Mines & Resources
#8 Temporary Bldg., R E350
Ottawa, Ontario-Canada

F. E. Thompson
Ser. Proj. Engineer
Union Carbide Corporation
P.O. Box 750
Whiting, IN 46394

-------
 ATTENDEES  CONTINUED:
                                                                             XXI11
 R.  L.  Toering
 Assistant  to Chief  Engineer
 Environmental  Engineering
 U.S.  Steel-Gary  Works
 North  Buchanan Street
 Gary,  IN

 Mrs.  Donald Trump
 Environmental  Chairman
 League of  Woemn  Voters
 of  Indiana
 Route  5, Box 26
 Valparaiso,  IN 46383

 A.  W.  Tuemler
 Assistant  to Works
 Chief  Engineer
 U.S.  Steel Corporation
 3426  E. 89th Street
 Chicago, IL 60617

 James  C. Vaughn
 Engineer of Water Purification
 City of Chicago
 1000 E. Ohio Street
 Chicago, IL 6061 I

 Vance  Van  Laanen
 Presi dent
 Wisconsin Resources
 Conservation CouncfI
 Green  Bay, Wl

 A.  Van VIi ssi ngen
 PuIp & Paper Information Service
 Box 436
 Appleton, Wl 5491 I

 T.  F. Voges
 Assistant Superintendent
 Inland Steel Co.
 3210 Wat I ing Street
 East Chicago,  IN 46312

 Harry R. Von Huben
 Sanitary Engineer
 Hqs., 5th U.S.  Army
 DCSLOGisties Engineering
 Divi si on, Bui Idi ng  50
 Fort Sheridan,  IL 60037

Mrs. J.F. Voita
 229 North Taylor Avenue
Oak Park,  IL
R. Bruce WaddelI
Rep. 33rd Dist.,  State of
I  I Ii nois
Crescent Drive
Dundee, IL 60118

SaI  ly J. Wagner
Reporter
Chicago Tribune
Tribune Tower
Chicago, IL

Dr.  Jon R.  Swanson
Director, Swanson Environmental
ConsuItants
32740 Northwestern Highway
Farmington, Ml 48024

Deyarman WaI lace
Director, Environmental Control
P.O. Box 900
Youngstown Sheet & Tube
Youngstown, OH   44501

Frederick Warren
Advisor on the Environment
Federal Power Commission
Washington, DC

Earle W. Watts
Environmental  Control Supervisor
Du Pont Company
Box "A"
Montague, Ml  49437
Arnold F
Di rector
Board of
P.O. Box
Lansi ng,
 Waterman
of Engineering
Water & Light
570
Ml
Ralph Weaver
Professional Engineer
Manager-Hydrau I i'c Engineering
Pioneer Service & Engineering Co.
2 North Riverside Plaza
Chicago,  IL 60606
R. V. Wei I
Air/Water Conservation
Atlantic-Richfield Co.
400 E. Sibley Blvd.
Harvey,  IL 60426
              Coordfnator

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                                                                               XXIV
ATTENDEES CONTINUED:

James N. White
Assistant
Environmental Engineer
Stone & Webster Engrg. Corp.
225 Franklin Street
Boston, MA    02107

Roger Whitworth
Chemist
Federal Water Quality Admn.
33 E. Congress Parkway
Chicago,  IL 60605

Benjami n F. WiI ley
Director, Water Purification Lab.
City of Chicago
1000 E. Ohio Street
Chicago,  IL 6061 I

David A. Wei Is
Assistant City Engineer
County-City Bldg.
South Bend,  IN 46601

Gary L. WiI son
Manager-News Bureau
Northern  Indiana Public
Service Company
5265 Hohman Avenue
Hammond,  IN 46320

David A. White
H. J. Heinz Co.
W. 16th Street
Hoi land, Ml

David H. Williams
Assistant Vice President
and Chief Mechanical Engineer
American Electric Power Svc Corp.
2 Broadway
New York, NY

John F. Wi I son
D i rector, W i scons i n
Ecological Society
Green Bay, WI

Richard M. Wi nar
Staff Geologist
Commonwealth Edison
Chicago,  IL
Norman Wirick
Finishing Superfntendent
Du-Wel Metal Products
Cemetery Road
Bangor, Ml 49013

Thomas L. Wirth
Superv i sor
Water Resources Research
Department of Natural Resources
Madison, WI 53701

Phi I i p Wittli nger, Jr.
President
Kalish, Witt linger & Associates
540 Frontage Road
Northfield, IL 60062

Mrs. Robert S. Witz
League of Women Voters
Environmental Committee Member
120 Sheridan Road
Highland Park, IL

Aaron S. Wolff
Member - CLMP
I I  S.  LaSalle
Chicago,  IL 60603

James C. Woodruff
Deputy Director, Michigan
Public Servfce Commission
Lansing, Ml 48913

Helen Young
1538 Fred Street
Whiting,  IN

Stan Ziemba, Reporter
Chicago Tribune
435 North Michigan Avenue
Chicago,  IL

NeiI Zimmerman
Assistant Pollution Control Engineer
P&W Engineers, Inc.
309 West Jackson Blvd.
Chicago,  IL 60606

H.  J.  Young, Secretary
Edison Electric Institute
750 Thi rd Avenue
New York City, NY  10017

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                                                                               XXV
ATTENDEES CONTINUED:

Lenard B. Young
Federal Power Commfssion
610 South Canal Street
Chicago, IL 60607

Leroy L. Young
City Engineer
C i ty of Wh i t i ng
1443 - II9th Street
Whiting, IN

Howard Zar
Physical Scientist
Federal Water Quality Admn.
33 East Congress Parkway
Chicago, IL  60605

-------
            Opening Statement - Murray Stein








                 PRO_CEEI).INGiS








                   OPENING STATEMENT




                          BY




                     MURRAY STEIN








          MR. STEIN:  The meeting is open.




          This is a workshop session for the third session




of the conference in the matter of pollution of Lake




Michigan and its tributary basin, in the States of



Wisconsin, Illinois, Indiana, and Michigan.




          The first session of this conference was held




in 196&, in accordance with a request from the Honorable




Otto Kerner, then Governor of Illinois, as well as on the




basis of reports, surveys, or studies, under the provisions



of the Federal Water Pollution Control Act.  The second



session of the conference was held in February of 1969,




and the third session first convened on March 31 and



April 1, 1970, and was reconvened in executive session




on May 7, 1970.




          We had a very active program in developing




remedial schedules together with specific dates and kinds



of waste treatment for all the sources discharging into

-------
            Opening Statement - Murray Stein



Lake Michigan.  This includes many municipal and industrial



sources.  I think it is pretty safe to say that we probably



have the most active and extensive water pollution cleanup



program going on, on the shores of Lake Michigan than has



ever been witnessed in this country and very probably in



the world.



          We are beginning to see that advances and



improvements are being made, but in this business of



environmental protection you are always faced, as you



move along with your program, with new problems which were



not anticipated or fully considered when you started.



          For example, as many of the people here may



know, I have been involved practically day and night



and Saturdays and Sundays for the past few months with



the problems of mercury pollution — something we really



hadn 't thought much about until the last few months —



and hopefully we are beginning to see the outlines of



getting that program under control at least from discharges



to watercourses.



          One of the problems that have faced us here in



Lake Michigan is the problem of thermal pollution and



heated discharges, and that is what we want to concern



ourselves with for this week.



          Some people ask, "Why Lake Michigan?"  And I

-------
            Opening Statement - Murray Stein



think the reasons for that are fairly clear.  We do have



an active program in Lake Michigan and we want to see that



program succeed.  There are investments of literally



hundreds of millions of dollars by the cities and industries



on the shores of Lake Michigan to prevent it from going



the way of some other lakes.  We believe we have devised



a program which is under way which will save Lake Michigan



and Lake Michigan is in the process of being saved, and



we want to be sure that we are not going to have an impact



from another source of pollution — whatever it is — which



will destroy this program and have the lake go downhill



toward accelerated aging or eutrophication.



          Another thing I think we have to keep in mind



is, among the Great Lakes — again, I would like to repeat



that the Great Lakes are the single greatest freshwater



resource that we have in the free world — but among the



Great Lakes, the only one which is completely an American



lake is Lake Michigan, and this is one where we have



complete jurisdictional authority, and we also have to



share the burden for everything that goes into that lake



and it is our responsibility.  So I think with the problem



of thermal pollution, we do have a landmark situation



here in Lake Michigan.



          Before we start the meeting, I would like to

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                                                        4






            Opening Statement - Murray Stein



indicate how we see this.  We today have an investigatory



report developed by people within the Federal establishment.



We will call upon these representatives first to make



statements.  Then we will have questions of these people



in order to clarify the situation.  There will be two



statements by Federal people.  I have also had an indica-



tion, although not this morning yet, that after they have



completed, the Federal Power Commission might want to



make a statement, and if the representative of the Federal



Power Commission is here, I wish he would get in touch



with Mrs. Piere •— would you stand up, Mrs. Piere? — and



we will make arrangements to put the Federal Power



Commission representative on then.  Then we will call



upon the power industry to make statements.



          We have had a tentative schedule issued for



public officials, citizen groups, and other industries



later on in the week.  The sooner representatives who



wish to make statements register their request and



indicate the amount of time they will require the sooner



we will be able to formulate a definitive schedule and



give you a fairly close idea of when each individual can



appear.



          The way it looks to me now, today and tomorrow



will be taken up by statements from the Federal people

-------
            Opening Statement - Murray Stein




and from the power industry.



          I would like to call on the representatives of



the States to introduce themselves.  May we start to our



right, Mr. Frangos.



          MR. FRANGOS:  My name is Thomas Frangos from



the Wisconsin Department of Natural Resources.



          MR. FETTEROLF:  Carlos Fetterolf, Michigan



Department of Natural Resources.



          MR. PURDY:  Ralph Purdy, Michigan Water Resources



Commission.



          MR. MILLER:  Perry Miller, Indiana Stream



Pollution Control Board,



          MR. POOLE:  Blucher Poole, Indiana Stream



Pollution Control Board.



          MR. STEIN:  Mr. Currie.



          MR. CURRIE:  I am David Currie, Chairman of the



Illinois Pollution Control Board.



          MR. KLASSEN:  Clarence Klassen, Director,



Illinois Environmental Protection Agency.



          MR. HARTLEY:  Robert Hartley, Federal Water



Quality Administration, Great Lakes Region.



          MR. MAYO:  Francis Mayo, Regional Director,



Great Lakes Region, Federal Water Quality Administration„



          I would like, Mr. Chairman, to advise the

-------
                     Y. M. Barber

audience that Mr. Hartley is our recently appointed

enforcement program director for the Great Lakes Region

and I would like to take this opportunity to introduce

the new director of our Lake Michigan basin office, Mr,

Lee Townsend.  If Lee is here, I would like him to stand,

please.  Thank you.

          MR. STEIN:  My name is Murray Stein from the

Department of the Interior, a representative of Secretary

Walter J. Hickel.

          May we hear from Mr. lates Barber of the
                                        »
Department of Interior?

          Mr. Barber,,



          STATEMENT OF YATES M. BARBER, STAFF

          ASSISTANT, BUREAU OF SPORT FISHERIES

          AND WILDLIFE, WASHINGTON, D.C.



          MR. BARBER:  Mr. Chairman, honored conferees,

ladies and gentlemen.

          Some of you have had questions as to the basis

for a position that waste heat should not be added to the

waters of Lake Michigan.  That position was introduced to

you by Federal participants at the Lake Michigan Conference

here in Chicago last May.

-------
                     Y. M. Barber



          It is my privilege to summarize for you here a



report entitled, "Physical and Ecological Effects of Waste



Heat on Lake Michigan,M which provides the answers to many



of those questions.  By now, I am sure that many of you



are familiar with the report and its contents.



          MR. STEIN:  Mr. Barber, do you want that report



in its entirety in the record?



          MR. BARBER:  Yes.



          MR. STEIN:  Without objection that will be



entered into the record as if read.



          (The report above referred to follows.)

-------
                               Supplement #

                    PHYSICAL AND  ECOLOGICAL  EFFECTS
                    OF WASTE HEAT ON  IAKE MICHIGAN

                    U.S. Department of  the Interior
                       Fish and Wildlife Service

                           October  6,  1970

                                ERRATA

Page  8, Table  1:
      Beach water  (subzone)
          Area (sq  mi):  for 1,677 read 1,533
          Percentage  of  total  area: for 7.5  read  6.8.
          Volume  (cu  mi): for  4.8 read 4.4.

Page  9, Table  2:
      Beach zone,  Area (sq mi)
          Grand Traverse Section: for 378 read 234.
          Entire  Shoreline: for 1,677 read  1,533.
      Beach zone,  Volume  (cu mi)
          Grand Traverse Section: f_or 1.07 read 0.66.
          Entire  Shoreline: f_o_r 4.76  read 4.36.

Page  10,  line  2:  delete  (except, chubs and sculpina).

Page  17,  Table 5, line 3: for  ruduced read reduced.

Page  33,  Table 12:
      Area of beach  water in zone  (sq  mi)
          Grand Traverse Sector:  for  378 read  234.
          Total beach zone: for 1,677 read  1,533.
      Projected total  thermal input  in year 2000 per  square
      foot of beach  water (Btu/ft2/hr).
          Grand Traverse Sector:  for  0.613 read 0.991.
          Total beach zone: for 9.21  r^ead 10.08
      Percentage of  maximum rate of  natural heat input.
          Grand Traverse Sector:  £p_r  0.8 read  1.4.
          Total beach zone: f_or 12.6  read 13/8.

Page  37,  last  line: for  bouyant read  buoyant.

Page  39,  line  11: delete sentence,  "In the entrainment  region . .."

Page  39,  lines 18-20: should read,  ".  .  . by evaporation,  conduction,  and
      back radiation accounts for  a  considerable amount—but,  since it  is
      in proportion  to its differences in temperature above natural or
      "ambient," the total loss is actually rather  small."

Page  40,  line  20: for valve read  value.
*A» eubmltted after the close  of the Conference.

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Page 44,  line  15:  for  certerline  read  centerline.

Page 46:  The  following  statement was  read  into the record in
     Chicago by Mr. Yates Barber, Bureau  of  Sport Fisheries and
     Wildlife:

"CLARIFICATION STATEMENT FOR USE  BY THE CONFEREES, LAKE MICHIGAN
ENFORCEMENT CONFERENCE,  Chicago,  111., September 28, 1970.

     Some of the conclusions reached on page 46 are. in error due to
editing problems.  There it is  inferred that the bulk of the heat
discharged to  the  lake is retained by  the lake.  In order that a
plume of excess heat not grow continuously with time, a balance must
exist between  the  heat added from the  source and that lost.  The
principal cause of loss  is by exchange at the air-water interface.  It
was shown that as  the excess temperature  approaches ambient (i.e., at
about 2°F and  less above ambient) that the process of atmospheric cool-
ing becomes dominant over temperature  decreases due to entrainment and
turbulent diffusion.

     Table 14  and  the other examples were simply meant to convey the
distinction between a substance which  doesn't decay with time (hence,
whose concentrations is changed  locally by entrainment, advection, and
diffusion) and one which does (where the  additional process of
atmospheric cooling takes place).  A non-decaying substance discharged
continuously would gradually fill the  receiving body of water; a
decaying substance, however, can come  into equilibrium with the receiving
water in the vicinity of the source.   However, the area enclosed by, say,
the 1°F excess temperature isotherm will vary widely with local meteorological
and limnological conditions.

     This does not alter the important conclusion of Subsection 2c (page 46)
that under some conditions large percentages of the discharged waste heat
are added to the water mass of the lake.  Neither are the conclusions of
ecological impact in any way altered,  since the misinterpretation occurred'
during the editing phases of report preparation and was not involved in the
determination of ecological effects."

Page 46, line  11: for dilution plus mixing read dilution plus cooling.

Page 67, line 20: should read "Although 50 percent of the eggs of yellow
     perch spawned ..."

Page 68, line 15:  for Recham read Reckahn.

Page 71, line 5:   for unpublished data), read personal communication).

Page 79, line 6:   for Stoermer and Yand (1969) read Stoermer and Yang (1969).

Page 85, line 4:   for only read even.
Page 87, line 20: for shear read sheer.

Page 90, line 6:   for only read even.

-------
   Physical
and Ecological
    Effects
of Waste Heat
      on
Lake Michigan
U. S. DEPARTMENT OF THE INTERIOR
 FISH AND WILD LIFE SERVICE
   SEPTEMBER 197O

-------
    PHYSICAL AND ECOLOGICAL EFFECTS

    OF WASTE HEAT ON LAKE MICHIGAN
              Prepared by

    Great Lakes Fishery Laboratory
    Bureau of Commercial Fisheries
         Ann Arbor, Michigan
         in cooperation with
 Bureau of Sport Fisheries and Wildlife

  Federal Water Quality Administration
UNITED STATES DEPARTMENT OF THE INTERIOR

        Fish and Wildlife Service



            September 1970

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                           CONTENTS                               10

I.     INTRODUCTION                                                    1
II.    DESCRIPTION OF LAKE MICHIGAN                                    2
      A.   Overview                                                    2
      B.   Inshore Waters                                              7
          1.   Importance of inshore zone                              7
          2.   Extent of inshore water                                10
          3.   Thermal  trends in inshore waters                       10
          4.   Inshore currents                                       13
          5.   Inshore water chemistry                                13
          6.   Fishery resources                                      15
      C.   Open Lake                                                  21
          1.   Definition and extent                                  21
          2.   Thermal  trends in the open lake                        21
          3.   Currents in the open lake                              22
          4.   Open lake chemistry                                    24
          5.   Fishery resources                                      25
III.  THERMAL LOADING                                                27
      A.   Present Loading                                            27
      B.   Future Loading (Through Year 2000)                         34
      C.   Waste Heat Dissipation                                     35
          1.   Non-technical overview                                 35
          2.   Studies of model plumes                                41
          3.   Magnitude of projected waste heat addition             46

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                                                                 11
IV.    EFFECTS OF TEMPERATURE FLUCTUATIONS ON LAKE MICHIGAN FISH      49
      A.   Introduction                                               49
      B.   Effects on Adults and Juveniles                            51
      C.   Effects on Maturation and Spawning Requirements            59
          1.   Maturation                                             59
          2.   Spawning                                               60
      D.   Effects on Incubation Requirements                         63
      E.   Effects on Fry Requirements                                68
      F.   Other Effects                                              71
          1.   Effects on fish                                        71
          2.   Mortality of water birds                               74
          3.   Intake damage                                          74
          4.   Discharge damage                                       75
V.    EUTROPHICATION                                                 77
VI.    ECOLOGICAL RAMIFICATIONS OF THE ADDITION OF WASTE HEAT
      TO LAKE MICHIGAN                                               82
      A.   Introduction                                               82
      B.   Generalized Plume Impact                                   82
      C.   Potential Impact of Cumulative Waste Heat                  86
VII.  CONCLUSIONS                                                    88
VIII. LITERATURE CITED                                               92

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                                                              12
                       I.  INTRODUCTION

     There is reason for concern about potential  serious  ecological
damage to Lake Michigan as a result of the discharge of industrial
and municipal waste heat.  At the predicted rate  of increase,  the
waste heat load rejected to Lake Michigan by year 2000 would be
more than 10 times the present load.  The source  of most  of the waste
heat will be the power industry.  Required power  capacity has  been
doubling each decade and there is no sign that this rate  will  diminish.
     Everyone concerned with the problem agrees that not  enough is
known about the ecological effects of massive heated effluents and
that a great deal of research is needed on this problem.   Unfortunately,
the information is needed now; since it is not available, however,
interim standards must be set for Lake Michigan on the basis of existing
knowledge.
     The purpose of the present report is to present the  available
evidence that substantiates this concern.  The evidence reasonably
demonstrates that heat addition, as presently proposed, is an  essentially
cumulative problem that would contribute to inshore eutrophication  and
be intolerable from the fish and wildlife standpoint by year 2000.
Therefore, it is in the public interest to stop this process now.
rather than attempt the difficult task of correcting or reversing it
after it has occurred.  On the basis of the evidence presented herein,
this Department supports stringent standards for Lake Michigan, and
concludes  that no significant amounts of waste heat should be dis-
charged into Lake Michigan.

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                                 2                               13
              II.   DESCRIPTION OF LAKE  MICHIGAN

A.   OVERVIEW
     The following general  information  is  largely  from  Beeton and
Chandler (1963)  and United  States Department  of  the  Interior (1966).
     Lake Michigan, the sixth largest freshwater lake in  the world,
has an area of 22,400 square miles  and  a shoreline of 1,661 miles
(including Green Bay) (Figure 1).  It is bordered  by Michigan,
Indiana, Illinois, and Wisconsin; most  of  the 67,860 square-mile
drainage area is in Michigan and  Wisconsin.   Maximum length of the
lake is 307 miles, ana maximum width  is 118 miles  in the  northern
basin (from Little Traverse Bay to  Little  Bay de Noc) and 75 miles
in the southern  basin (from Grand Haven to Milwaukee).  Maximum
depth is 923 feet  and mean  depth  is 276 feet.  Lake volume is estimated
at 173 trillion  cubic feet  or 1,170 cubic  miles.
     The southern  two-thirds of the lake is an open water area free of
islands.  The shoreline is  regular  and  the bottom  contours are gentle.
The northern one-third of the lake  is characterized by  more rugged
bottom relief and  shoreline.  Islands and  bays are common.
     No large tributaries (over 5,000 cfs) flow  into Lake Michigan, and
it has the smallest discharge of  the  five  Great  Lakes--55,000 cfs at
the Straits of Mackinac.  Lake level  is subject  to an annual fluctuation
of slightly more than 1  foot.   Water  levels are  highest in summer and
lowest in late winter or early spring.  The average surface elevation
of the lake is 578.77 feet  above  the  mean  sea  level  (International
Great Lakes 1955 datum).

-------
                                                             14
                                                GRAND
                                               TRAVERSE
                                                 BAY
                                                 1.38
                                                 6.47
                                                          WACITY (U.K.)
1.
2.
3.
4.
5.
6
7
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22
23.
24.
25
26
27.
28.
29.
tscanaba
Pulliam
Kewunee
Point Beach
Manitowc
EdgetMter
ft. Washington
Valley (Hilv.)
CoMerce St. (Mil..)
Lake Side
Oak Creek
Racine
Zfon
Uaukegan
South Works
State Line
Mitchell
Bailly
Michigan City
(No name yet)
D. C. Cook
Palisades
So. Haven
Devoung
Campbel 1
Grand Haven
B. C. Cobb
Traverse City
Big Rock
23
392
527 NU 1972 •
Zx«97 NU 1971172 -
52
129(»330 in 1969)
411
280 in 1969
35
311
1619
23
2x1100 NU 1972173 -
1066
IDS
923
390(«115 1970) -
590
203 1973
400 1973
2l!100 NU 1972173 -
811 NU 1970 -
17.5
53.5
650
23
510
15
75 NU
                                   HOLLAND
                                     6.79
                                    90.65
CHICAGO
 GARY
 12.13
148.10
Figure l.--Lake Michigan map showing four shoreline sectors described
by Acres (1970), and estimate of total  waste heat production (billions
of BTU's/hr)  for 1968 (upper number) and 2000  (lower number).  The
sites of existing  power installations (numbers 1 to 29) are from
Krezoski (1969).

-------
                                                                       15
     Ice is common along the shores of Lake Michigan  in  winter  but
the open lake remains ice-free during all  but the  most severe winters.
The open lake surface waters range in temperature  from a low of 32
to 35°F in March to a peak of 75°F or greater in August.  The lake  is
stratified in summer and deep waters remain near 39°F throughout the
year (Figure 2).  A graphic generalized annual  temperature cycle, by
lake sector, is shown in Figure 3.
     Winds over Lake Michigan are primarily westerly; at least  60
percent of all  observations at Grand Rapids, Michigan, and Chicago,
Illinois, recorded wind from the western half of a north-south  line.
     The chemical environment of Lake Michigan has changed and  is
changing at a significant rate.  The concentrations of total dissolved
solids in Lake Michigan are increasing at a rate of about 2 percent
per decade.  Typical values were 128 mg per liter  in  1880, 142  in 1920,
155 in 1960, and about 158 in 1969.  Concentrations of phosphate and
nitrate are also presumably increasing, although this increase  cannot
be demonstrated because measurements in past decades  were not reliable.
     Dissolved oxygen in Lake Michigan, except in  southern Green Bay,
is usually above 90 percent of saturation at all depths.  A few isolated
measurements of 65 to 90 percent of saturation have been reported for
the hypolimnion of the southern basin.  No values  below  90 percent
were detected, however, in studies by the Bureau of Commercial  Fisheries
Great Lakes Fishery Laboratory in 1968.
     Although Lake Michigan in 1970, by generally  accepted standards
(and excluding pesticides), has high water quality and most of  the
characteristics of an oligotrophic lake, a measurable loss of water
quality is taking place and the rate of change has not been altered.

-------
                                                                      16
                                                            LUDINGTON LT
    26
    25
    24
    21
    20
Ll	L
                     SURFACE TEMPERATURE °C

                    _J	I	I	I	L
     B.T CAST NO.
                                                                     -500
-J	L
26
25
24
23
22 °
21
20
Figure 2.—Typical  summer  vertical  temperature structure of Lake
Michigan.  Warm waters  of  20°  to 24°C (68.0-75°F) are in upper
10-20 meters, thermocline  or zone of rapid temperature change is
at 15-25 meters, and  cold  water of 4° to 8°C (39-46°F) at greater
depths.

-------
                                                                                        17
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-------
     For later consideration in this  report,  it  is  desirable  to  dis-
cuss the lake as two distinct,  major  zones, the  inshore  zone  and the
open lake.  The inshore zone is defined  as  that  volume of water
which lies between the shoreline and  the 100-foot depth  contour.
Within the inshore zone is  the  beach  water  zone, a  sub-area that ex-
tends from the shoreline out to the 30-foot depth contour.  The  open
lake zone lies beyond the 100-foot contour.   Tables 1 and 2 present
certain characteristics of  these zones.
     B.  INSHORE WATERS
         1.   Importance of  Inshore Zone
             The inshore zone of Lake Michigan is probably the most
important portion of the lake from the standpoint of man.  Not only
is it the zone that is most used by man  (for  example, as a source of
water supply for domestic,  industrial, and  cooling  water and  as  an
area for fishing, boating,  and  swimming), but it is also the  most
biologically productive portion of the lake.   The fishery productivity
of the shallow and inshore  waters of  Lake Michigan  has  traditionally
been the highest of any area in the lake.  For example,  within  the
State of Michigan waters of Lake Michigan,  Green Bay constitutes less
than 10 percent of the area but has contributed  as  much  as 65 percent
of the total annual commercial  catch  (Hile et al.,1953).  Probably one
of the basic reasons for the high productivity of the shallow water is
the presence there of a substrate within the  lighted surface  zone where
photosynthesis can take place.   Also, nutrients  are continually recycled
from the bottom back into the water column due to strong vertical mixing
processes.

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                                                                   19
Table 1.--Depth and volume characteristics  of  the major zones of
Lake Michigan
Zone
Open Lake
Inshore Water
Beach water
(subzone)
Depth range
(ft)
>100
0 to 100
0 to 30
Area
(sq mi)
17,360
5,040
1,677
Percentage
of total
area
77.5
22.5
7.5
Vol ume
(cu mi)
1,122.0
47.6
4.8
Percentage
of total
volume
95.5
4.1
.4
Entire Lake
22,400
1,174.36

-------
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                                 IU                               21
     The inshore and surface waters of Lake Michigan also are occupied
by all species of fish (except chubs and sculpins)  at one time or
another during their life cycles.  Some species such as yellow perch
and catfish spend much of their life in shallow water; other species
are present in the shallows only when immature or during migrations.
     2.  Extent of Inshore Water
         The average width of the inshore water zone is 3 miles.   The
area is 5,040 square miles, or about 22 percent of  the total  area of
the lake and three times the area of the beach water zone.   The volume
of water is 48 cubic miles--10 times that of the beach water zone but
only 4.1 percent of the volume of the entire lake.
         In contrast, the beach water zone has an average width of
only 0.96 mile although the average is 2.05 miles for the Chicago-Gary
sector.  Its surface area is 1,677  square miles, or about 7  percent
of the lake surface, including Green Bay.  The volume is 4.5 cubic
miles, or about 0.5 percent of that of the entire lake.
         The approach of Acres (1970) has been followed in dividing
the inshore zone of Lake Michigan into four sections (Figure l).
The physical dimensions of these segments are described in Table  2.
     3.  Thermal  Trends in Inshore  Waters
         Seasonally, inshore water  temperatures range from 32°F to
as high as 82°F.   They are lowest from January to mid-March,  when the
water is usually covered with ice.   The initial  period of warming
generally begins  in late March.   Because of the high surface-to-
volume ratio,  the inshore areas  warm more rapidly than the open lake.

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                                 11
                                                              22
By mid-April the beach waters are wanned to about 48°F,  while the
waters of the open lake remain below 38°F.   This  situation creates
a strong temperature gradient between the inshore and open lake
waters, and is an effective horizontal mixing barrier, which may
persist as long as 6 weeks.  During this time, pollutants  introduced
into inshore waters pose a potentially serious problem,  oecause they
are trapped there and progressively increase in concentration.
         Inshore surface waters reach maximum temperatures in mid-
August; bottom water temperatures are variable, however, due to
vertical movements of the thermocline.  During the summer, such move-
ments are caused by wind-induced internal waves or seiches and cause
bottom temperature changes as much as +_ 18°F in less than 24 hours.
         Changes in the wind direction over the lake induce large
changes in the temperature of the entire inshore zone, at least several
times each season.  Wind shifts cause surface waters to  be blown away
from shore and deep, colder waters to upwell into the inshore zone.
Figure 4 shows the vertical temperature structure of the lake during such
event, including the very cold water along the eastern shore.
         The net natural warming causes the top of the thermocline to
descend below the 100-foot depth contour during September to mid-
October.  Cooling is rapid in the fall and is complete by late
December.

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                                12
                                                                             23
Figure 4.--Lake Michigan  vertical  temperature profile in mid-August,
showing thermocline and a seiche-induced  upwelling of cold water
along the  east shore.

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                                 13                          24

     4.  Inshore Currents
         The currents of the inshore waters are to some extent inde-
pendent of the general system of lake-wide currents (which are dis-
cussed later).  Inshore currents move parallel  to the shoreline and
with the prevailing winds, especially within the 30-foot depth con-
tour (that is, a wind blowing from the north will cause the inshore
waters to flow south).
         Average current speeds at the 60-foot contour tend to be
slower on the western shore of the lake (0.16 to 0.32 ft/sec) than
on the eastern shore (0.38 to 0.45 ft/sec).  Since winds throughout
the region average 11 to 13 miles per hour (17 to 20 ft/sec), the
currents average 1 to 3 percent of the wind speed.
     5.  Inshore Water Chemistry
         Generally chemical concentrations are higher and the variation
is greater in inshore waters than in the open waters of Lake Michigan
(Table 3).  The inshore waters receive municipal and industrial dis-
charges and have in many locations been classified as being polluted
(FWPCA, 1968).
         Ammonia concentrations up to 1.4 mg per liter have been found
near Calumet City, Illinois, and soluble phosphorus concentrations up
to 1.5 mg per liter near Milwaukee, Wisconsin.  Phenols and chlorides,
both originating from industrial wastes, have been detected in high
concentrations in inshore waters of the lake.

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                                                               25
Table 3.—Chemical characteristics measured in inshore waters  of
Lake Michigan in 1962-63

[Values for average and range are in milligrams per liter unless
 otherwise indicated; ND - not detectable at sensitivity of test.]
Characteristic
Number of
 samples
Average
Range
Dissolved oxygen
Saturation (percent)
BOD
NH3-N
N03-N

Organic-N
Total P04
SiO?
Na c
K
Dissolved sol ids
Specific conductance (micromhos
  per centimeter)
pH (pH units)
Alkalinity
Ca

Mg
Cl
so4
Phenols (micrograms per liter)
  2,541
  1,701
    730
  1,751
  1,654

    529
  1,382
    645
    400
    453

    976
  2,452

  2,113
  2,169
    616

    898
  1,611
  1,547
  1,033
  10
 102
   1.4
   0.13
   0.14

   0.21
   0.04
   1.7
   4.0
   1.2

 175
 285
 105
  35

  12
   7.1
  20
   2
3.7-16
43-148
ND-8.6
ND-1.4
ND-0.90

0.01-0.70
ND-5.0
0.4-4.4
1.8-7.5
0.5-3.8

86-810
33-1130

6.4-9.3
70-210
17-40

7-14
1.5-94
10-76
ND-32

-------
                                 15
                                                               26
         Dissolved oxygen is sometimes more depleted  in  the  inshore
waters than in deeper areas of the lake.   Concentrations as  low  as
3.7 mg per liter (43 percent saturation)  have been detected.   Measured
biochemical oxygen demands (BOD)  have been as great as 6.7 mg  per liter
outside Milwaukee Harbor and 8.6  mg per liter near the mouth of  the
Grand River (off Grand Haven, Michigan).
         Although levels of most  chemical  substances  in  the  inshore
waters are not now high enough to be considered critical for most water
uses, they do show evidence of water quality degradation due to  the
large amounts of pollutants being discharged to Lake  Michigan.
         Control of these pollutants has  been clearly recognized as  a
matter of great public concern; to date more than $1  billion has been
spent by government (at all levels) and industry for  sewage  treatment
facilities along the shore of Lake Michigan,  It is estimated  that
several billion more dollars will be required to complete the  job.
     6.  Fishery Resources
         Nearly all of the most valuable and abundant native species of
Lake Michigan live in the inshore region, but all of  the important
native species that lived in this zone have been greatly reduced or
are now rare (Tables 4 and 5).  All of these native species  once migrated
into tributary streams and rivers, usually to spawn;  except  for the runs
of common  suckers, these migrations have virtually vanished.  The white-
fish was once the most valuable fish of the lake, and whitefish and
lake herring were extremely abundant in shore and tributary  areas.  Both
species vanished from these areas, however, soon after mill  dams,

-------
                                                        ib
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                                18                                29

industrialization, and deforestation blocked movement or caused trib-
utaries  and shore areas to become warmer and more turbid.   These
factors may also have contributed to early elimination or reduction
of runs or sturgeon, yellow perch, and walleye in many tributaries
or shallow areas.
        Populations of the larger native inshore species less  affect-
ed by warming and turbidity (suckers and walleye) or that persisted
at intermediate depths of the inshore region (lake herring  and white-
fish), were reduced greatly in the late 1940's and the 1950's  by
oca lamprey predation.  The lake herring and remaining abundant in-
shore species (emerald shiner and yellow perch)  were adversely in-
fluenced by competition during the explosive increase in dominance of
the alewife during the late 1950's and 1960's.  Before the  alewife
invasion, the lake herring was the most abundant species of the lake,
and the emerald shiner was extremely abundant in rivers and harbors,
where it often clogged water intakes.   Both were major forage  species
for inshore predators such as yellow perch and walleyes.
        All exotic, species, including coho salmon, are very abundant
in inshore areas during part of the year.   Carp  became abundant in
shallow areas in the late 1800's and were  particularly favored by the
warmer and more turbid tributaries that resulted from forest removal
and settlement.  Smelt became abundant at  the shallower depths during
1930-60 but were reduced substantially when the  alewife became extremely
abundant.  The alewife has become the most conspicuously abundant inshore
species because of spring dieoffs, but there is  no evidence that its

-------
                                19                           30
abundance equals the total  of the  previously  very  abundant  species
that it has replaced.   The  alewife is  now  the primary  forage species
for all major predators of  the lake, but its  objectionable  charac-
teristics have fostered management objectives aimed  at reducing  its
abundance.
        Other new inshore species  which  are not  abundant, but which
are important features of the present  fishery restoration efforts on
the Great Lakes, are the steel head trout,  brown  trout,  kokanee salmon
and splake (lake trout-brook trout hybrid).   Plantings  of steelhead
trout and brown trout have  been started  in Lake  Michigan, and early
results are promising.
        Substantial  amounts of money have  been and are  being spent
on Lake Michigan fishery programs.  Since  1967 the sea  lamprey control
program on Lake Michigan has involved  an expenditure of $6  million
(69 percent U.S., 31 percent Canadian),  and the  current annual lamprey
control budget is $500,000.  In addition,  11  million lake trout  have
been planted since 1965 by  Federal and State  governments at a cost of
about $1 million.  The States of Illinois, Indiana,  Michigan, and
Wisconsin all maintain fishery management  programs on  their Lake
Michigan waters and place very substantial monetary  values  on the
sport fishery, boating, and other  recreational uses.  Michigan,  for
example, is carrying a $90,000 management  budget in  fiscal  year  1971
to conduct Lake Michigan fishery sampling  and maintain a research
station.  The cost of the State's  1970 Lake Michigan stocking  program--
involving principally coho  salmon—was $270,000,   Michigan
fishery statistics  indicate that in 1969,  557,000 angler days were

-------
                                20                                31






spent fishing for trout and salmon  on Michigan  waters  of the  lake,



at an estimated expenditure of $16  per day,  for a  total  angler



expenditure of $9.5 million (Fish Division,  Michigan  Department  of



Natural Resources, personal communication).

-------
                                 21                           32
     C.  OPEN LAKE
         1.   Definition and Extent
             The maximum length of the open  lake  area  is  307 miles;
the average width is 118 miles.  The surface area is 17,360 square
miles—approximately 77 percent of the entire lake surface.  The
volume is 1,122 cubic miles--96 percent of the entire  lake volume.
         2.   Thermal Trends in the Open Lake
             Despite its great depth, Lake Michigan undergoes seasonal
temperature changes similar to those in most inland lakes of temperate
North America.  The deep waters of the open  lake  remain close to  39°F,
the temperature of maximum density,  througnouc tne year,  whereas  sur-
face (and shallow) waters undergo considerable thermal changes  seasonally
ranging from 32°F to as high as 82°F.  (See  Figure 3 for  a generalized
treatment of the temperature cycle in the open lake.)
             The open lake remains ice-free  except during extremely
cold winters.  During this period the water  cools very slowly to  the
seasonal minimum in mid-March.  Highest temperatures  (35-39°F)  at
this time are in deep offshore waters.
             Initial warming begins in late  March. Thermal stratifica-
tion is evident in the open lake by early June, but is not persistent
and well established until late June.  Depth of the upper limit of the
thermocline is then about 50 feet.  Surface  temperatures  rise rapidly
over the entire lake until mid-July.  Between mid-July and mid-September,
surface temperatures remain nearly constant.  Maximum  lake temperatures
usually are in mid-August.  The upper limit of the thermocline  descends

-------
                                                                33

from a depth of about 50 feet to about 100 feet during September to
mid-October; it continues descent in the open lake during November
and may reach 250 feet before it disintegrates.  By late December,
rapid cooling is complete and the lake is again nearly homothermous.
         3.  Currents in the Open Lake
             Winds, water temperatures, bottom shape,  rotation of the
earth, and other factors all influence the currents of Lake Michigan.
Seasonal  temperature changes may be the predominant driving forces of
net circulation (Huang, 1969).  This recent theory contradicts an
earlier one that winds are the primary driving force (Ayers et al ., 1958)
Huang's mathematical evidence demonstrated that net circulation can be
maintained in southern Lake Michigan by thermal factors alone.  Winds
modify net circulation by causing surface-driven movements  and by
rocking the entire lake back and forth.  Huang (1969)  distinguished
several different types of thermally induced circulations in Lake
Michigan.   All  are based on the fact that fresh water  is most dense
at about 39°F.   Water of higher or lower temperature is lighter and
floats on  39°F water.  Figure 5 summarizes Huang's theory and shows
the annual  cycle of water temperature in the lake.
             During January to March the entire lake mixes  together
but as heating  begins in April  the inshore water heats most rapidly.
A "thermal  bar" develops and effectively isolates the  inshore waters
from the rest of the lake.   As heating continues the "thermal  bar"
moves out  into  the lake and by June the lake becomes thermally strat-
ified into a warm upper layer and a cold deep layer.

-------
JANUARY
 34       39
          23

FEBUARY-EARLY MARCH
32        37        32
APRIL
"Thermal Bar"
MAY
"Thermal Bar"
44
JUNE
                                                                           55.
                            AUGUST
                            75
                            SEPTEMBER
                            62
                                                        DECEMBER
                                                        "Thermal Bar"
                                                        37   39   41  39   37
        Figure 5.--Seasonal  water temperatures and thermally induced circula-
        tions in  southern Lake  Michigan.   (Numbers indicate approximate water
        temperature in °F.  Circulation in July through October is primarily
        wind driven, and seiches are common.  Figure adapted from Huang
        [1969], Rondy [1969], and others.)

-------
                                 24                               35
             After fall  cooling, a second but weaker "thermal  bar"
occurs in December.  Normally it is not observed,  however,  because
of the weak temperature differences and the mixing of the strong
winter winds.
         4.  Open Lake Chemistry
             The open-lake waters of Lake Michigan are generally
typical of oligotrophic lakes.  Oxygen is always near saturation  and
the concentrations of nitrogen and phosphorus are  low.  Total  dissolved
solids average 158 mg per liter and the alkalinity is 110 mg  per  liter
(Table 6).
         5.  FisheryResources
             Few native species have been abundant in the offshore
region of Lake Michigan (Table 5).  All of these are now reduced  or
very rare.  The deepwater sculpin and seven species of chubs  were
extremely abundant in deep water where they lived  during the  entire
year.  These were the major forage of the two native deepwater predators-
the lake trout and burbot.  Larger chubs were also valuable food  species
and the two largest snecies were heavily exploited by the early fishery
and became rare in the early 1900's.  All other species of chubs  have
recently been reduced greatly by the combination of continued heavy
exploitation, sea lamprey predation, and alewife competition.
             Lake trout and burbot once lived in all  depth  zones  of the
lake.  The adults were most abundant in deep water, and the young in
shallower areas.  Reports of the early fishery indicate, however, that
adult lake trout were common in insnore areas and  the larger  rivers,
as they were taken by fishermen in shore seines during the  mid-1800's.

-------
                                 25                           36
Table 6.— Chemical  characteristics  measured  in  the open-lake portion
of Lake Michigan in  1962-63

[Values for average  and range are in milligrams  per liter unless
 otherwise indicated; NS = not sampled;  ND ~  not detectable at
 sensitivity of.test.]
Characteristic                      Number of     Average     Range
                                     samples
Dissolved oxygen
Saturation (percent)
BOD
NH3-N
N03-N
Organic-N 0 ,
Total Solids P •»
Si02
Na
K
Dissolved solids
Specific conductance (micromhos
per centimeter)
pH (pH units)
Alkalinity
Ca
Mg
Cl
S04
Phenols (micrograms per liter)
1,080
497
NS
429
595
313
388
299
321
325
417
918

1,040
858
395
318
607
561
NS
12
T02
-
0.06
0.13
0.19
0.02
2.5
3.9
1.1
155
260


110
33
12
6.5
20
-
8.4-17
73-152
-
ND-0.50
ND-0.65
ND-0.52
ND-0.14
0.6-5.5
2.7-6.5
0.4-2.0
100-240
185-345

7.5-8.9
75-130
25-40
8-16
3.3-11
12-30
-

-------
Large burbot may also have been taken in the early inshore fishery
but not mentioned because of their low value as  food fish.  Lake
trout and burbot were reduced to near extinction by sea  lamprey  pre-
dation in the late 1940's and early 1950's.   Sea lamprey control
measures and intensive lake trout stocking  in the late 1960's  have
increased lake trout abundance substantially.
             Of the exotic species that have been introduced  into or  have
invaded Lake Michigan, the alewife and coho  salmon live  in the off-
shore region of the lake.  Chinook salmon are also being stocked  in
Lake Michigan; their distribution is  not clearly understood, although
they appear to live in the offshore areas.   Young coho salmon and
alewives live throughout the lake most of the year and adults of  both
species live in the offshore area during the winter and  much of  the
summer.  Adult alewives concentrate to spawn near shore  and  in
tributary streams in late spring and  early  summer;  in some years  they
clog water intakes and die in large numbers, causing a major public
nuisance.  Coho salmon move to shore  areas,  and  into streams to  spawn
during the fall  and early winter.  Alewives  have become  the most
abundant fish in the lake and constitute the major forage  supply  for
open-lake predators; all  native forage species have been reduced
greatly by various factors—including alewife competition.

-------
                                 27                          33

                      III.  THERMAL  LOADING

A.  PRESENT LOADING
    Projections on thermal loading have been developed  primarily
from a recent Canadian publication here referred  to as  the "Acres
Report" (Acres, 1970).  These projections  have the advantage of  also
providing data on heat discharges from the steel  industry and
municipalities.  Current, but unpublished, Federal  Power Commission
projections are also available,  and  do not differ significantly  from
those in the Acres Report.  The  FPC  projections have been inserted
for decades not represented in the Acres Report.   Tables 7 to 12
summarize the projections for megawatt capacity of power plants,
waste heat from power plants and from other sources, cooling water
requirements of power plants, and a  breakdown of waste  heat input  by
shoreline sector.
    The primary source of Lake Michigan waste heat effluents is  the
power industry.  In 1968 once-through cooling requirements for all
Lake Michigan power installations were 6,643 cfs, which introduced an
estimated 29.85 billion Btu's/hour of waste heat to the lake.  As  of
early 1970, one nuclear and 23 fossil fuel power plants were operating
on the lake, with a total capacity of 8,278 mw.  Seven  additional  plants
(five nuclear and two fossil fuel) were under construction and scheduled
for operation by 1974, bringing the total  on the lake to 31.  In aggre-
gate these plants will have a power capacity of 15,626  mw.

-------
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                                 30                               41

Table 9.--Projected heat addition (billions of Btu's/hr) from the
steel industry and municipal effluents to different sectors of
Lake Michigan. ]_/
Source and sector                               Year
                                         1968          2000
Steel industry
  Grand Traverse                         0.00
  Holland                                0.00
  Chicago-Gary                           6.13         10.95
  Green Bay                    	0.25  	0.45
                             Subtotal     6738         TTTW
Sewage effluents
  Grand Traverse                         0.60
  Holland                                1.00          1.00
  Chicago-Gary                           1.00          1.40
  Green Bay                  	     1.60	2.30
                             Subtotal     OS          OF
Combined steel  ana sewage
effluent inputs                         10.58         16.10
!_/  Adapted from Acres (1970).

-------
                                31                       42
Table 10.--Principal  present and projected waste heat addition
(billions of Btu's/hr) to Lake Michigan.!_/
Source                              Year
                             19682000
Power industry
Fossil fuel plants
Nuclear plants
Steel industry
Municipal effluents
Total heat input
]_/ Although based pn
29.35
.50
6.38
4.20
40.43
power capacity
115.31
299.36
11.40
4.70
430.77
projections from Acres (1!
    the Btu figures were derived by assuming 100 percent capacity
    operation and a 2,0°F effluent rise.  Btu/hr estimates were
    obtained by multiplying megawatts of capacity by 0.0039 x 109
    for fossil fuel and 0.0067 x 109 for nuclear fuel.  Acres assumed
    average capacity operation.

-------
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                                 34
     Although the power industry is the primary source of man-made
heat addition to Lake Michigan, it should not be regarded as the
only one.  Certain industrial  and municipal  sources are also signifi-
cant contributors of waste heat.  The Acres  Report projections indi-
cate, for example, that in 1968 the steel  industry contributed 16
percent of the man-made thermal input to Lake Michigan, or 6.38
billion Btu's/hour.
     The combined power,steel  industry,  and  municipal  waste heat input
to Lake Michigan in  1968 is estimated at some 40 billion Btu's/hour.
     B.  FUTURE LOADING (THROUGH YEAR 2000)
         For the past 30 years, the Nation's electric  power loads have
grown at an average  rate of 7  percent per  year;  consequently a doubling
of electric power facilities has been required each decade.   Forecasted
load growth is the same through 1990 (Anonymous,  1968)  and 2000 (Acres,
1970).  More nuclear units will be installed in  the Northeast and
Midwest than in any  other section of the United  States.   Nowhere are
these plans for expansion more apparent  that on  Lake Michigan.   Table 7
summarizes projections of growth in capacity.
         The doubling of power capacity  each decade shows  the estimate
of Lake Michigan megawatt capacity increasing at a  geometric rate.
Cooling water requirements will also increase at a  similar rate (almost
fourteenfold) from 6,643 cfs in 1968 to  91,179 cfs  in  2000 (Table 11).
Heat addition from steel  and municipal sources is  expected to increase
to 17.30 billion Btu's/hour by 2000 (a 63  n»*"~ent increase over that

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                                 35                         46

in 1968).  In aggregate, it is estimated that waste heat addition
to Lake Michigan from these sources  will  increase from 40 billion
Btu's/hour in 1968 to about 431  billion in 2000.
     C.  WASTE HEAT DISSIPATION
         1.   Non-technical  Overview
             To consider both the immediate and eventual  fates of
waste heat in Lake Michigan, it is necessary to understand the
process of addition of effluent heat to the watpr mass and its
dissipation to the air.  Recent findings tend to substantiate the
theory that under normal conditions  the principal  amount of waste
heat is passed to the water mass, and only a relatively small pro-
portion is dissipated directly from the plume to the atmosphere.
Csanady (1970) advanced theoretical  conclusions which indicate that
heat dissipation is "diffusion-controlled."  He concluded (though he
did not fully discuss the important topic of atmospheric loss through
back radiation) that excess temperature diffuses into the lake, if
shoreline currents are normal and the water is moderately deep.  He
believed that his findings are supported by an empirical study by
Palmer (1969).  Hoops et al. (1968)  concluded, on the basis of work
at a Lake Monona (Wisconsin) power plant, that surface heat losses
were about 5 percent of the heat discharged by the power plant; the
remaining 95 percent was dissipated by dilution with lake water.
Sundaram et al, (1969) concluded that the heated discharge of the pro-
posed Bell Nuclear Station on Cayuga Lake (New York) would increase
the average surface temperature of this 66.4-square mile lake about 0,.7°F.

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                                 36
             The size of the area affected by heat  addition  often can
be predicted with some degree of confidence.   However,  the state of
the art is not such that forecasts are completely accurate for  any
given heat source.  The reasons for this  deficiency are several,
and they must be understood if an appreciation for  the  prediction is
to be gained.  It is also necessary to gain insight into the
mechanics of heat dissipation in general.   An attempt is made here
to outline the theory, presupposing no special  background in fluid
mechanics or thermodynamics.
             Heat, like mass, must be accounted for—and it  can be
accounted for through the idea of its conservation  with time.   Heat
contained in a given parcel of water can  be lost in several  ways:
(1)  by absorption at the (lake) bottom,  (2)   by radiation back to
the atmosphere when in contact or near-contact with the air, or
(3)  by evaporation and conduction to a colder air  mass.  If a  mass
of heated water is discharged to a lake and does not decrease in
temperature as a result of these processes, it will  naturally add its
heat to the heat already in the lake.  This process cannot,  of  course,
continue indefinitely; it can, however, increase the temperature of
the lake receiving water to that of the immediate discharge  area if the
lake is small enough.  After a certain time,  the entire lake comes to
equilibrium and this equilibrium is maintained by exchange at the air-
water interface.

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                                 37                           43

             A second process can be envisioned:   Instead of following
a body of water, consider a volume fixed in space in such a  way that
movement of water through the volume is allowed.   Water of a certain
temperature may then entirely displace a colder body of water
mechanically.  Such a process is due simply to the physical  movement,
or advection, of water into the volume.
             A final process can be envisioned:  Assume that half the
water in the fixed volume is displaced by water ot a different  tempera-
ture.  If the two bodies of water are allowed to  mix completely, the
result is a temperature midway between the two initial  temperatures.
This process can be roughly described as turbulent diffusion.
             Thus, there are essentially four means by  which a  body of
water can lose (or gain) heat:  (1)  by exchange at the air-water
interface, (2)  by advection, (3)  by diffusion,  and (4)  by any com-
bination of these three means.  Analyses that are currently  employed
to evaluate temperature effects are based on these processes, although
some of the mathematical tools that are employed are exceedingly
sophisticated and the analyses are sometimes intractable. The  intracta-
bility results from our lack of knowledge about such matters as lateral
and vertical  exchange processes (advection and turbulent diffusion),
evaluation of background temperatures (or what the temperature  would be
if no heat sources were present), and hydrodynamics under the influence
of bouyant jets.

-------
                                 38
             If a dyed, heated, body of water is steadily discharged
from a small orifice at a given velocity into a shallow, non-moving,
clear, very large body of water, the dye decreases in intensity with
increasing distance from the source and gradually becomes indistin-
guishable at a certain distance from the source.  If the intensity
of color down the midstream of the resultant plume could be measured,
the intensity could be plotted on graph paper in the form of a simple
curve that would describe the intensity-distance relationships.  If
the shallow receiving water body is replaced by a deep one, the plotted
points will not fall on the same line.  This simplified description
differentiates between two-dimensional situations (i.e., in shallow
water, where the dye is uniformly distributed with depth and the two
dimensions are in the horizontal  direction) and three-dimensional  cases
(i.e., in deeper water, where the dye distribution drops to zero at
depth and has a different vertical  distribution with distance from the
source).  The three-dimensional  situation is extremely difficult to
analyze theoretically; under field conditions it is even difficult to
sample properly.  Most engineering evaluations proceed from the two-
dimensional case (in technical jargon the 'vertically integrated1
assumption is made) to calculate the area  which is of a higher tem-
perature because of the heated water discharge.
             In the three-dimensional  situation, there is a region
immediately near the discharge point (which is usually in shallow  water)
where the dye intensity remains  essentially the same as  that at the

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                                 39                        50

point of discharge.   The surface area  of this  region  may  be  rather
small (a point to remember when considering  loss  of heat  to  the
atmosphere).  Adjacent to this region, "clear" water  is brought  into
the dyed area in conjunction with a  certain  decrease  in velocity;
this clear water is  said to be "entrained" and its  magnitude is
described by an "entrainment coefficient."   In the  entrainment region
mixing occurs at the edges of the plume; little mixing  takes place very
near the source.  This process is similar to the  perhaps  more
familiar process of the building up  of towering storm clouds. Here
the vertical growth  is effected by air being brought  in from below
(entrained) and moving upward.  In the entrainment  region, mixing
occurs at the edge of the plume, whereas little mixing  takes place
very near tne source.  Another region  can be described  where the dye
concentration is uiwinished by diffusion at  tne edges and loss in  a
vertical direction;  the surface area traced  by the  edges  of  this
region is relatively large (analogously with the  heat loss  phenomenon
this is the region where loss to the atmosphere oy  evaporation,  con-
duction and back radiation, accounts for a considerable amount.   But,
as it is in proportion to its differences in temperature  above  natural
or "ambient," the total loss is actually rather small.)
             Three main points evolve from the preceding  description:
(1)  Although heat is  lost to the atmosphere near the source because
the  temperature may substantially exceed the ambient temperature, the
total amount lost is small because the surface area of  this region

-------
                                40                                 51

(where losses take place in the absence of mixing)  is  small.   (2)   The
bulk of the heat in the region near  the source is  simply added to  the
receiving water for a longer time.   Further losses  will  occur in  the
next region, and the magnitude of loss to the atmosphere will  depend
on the surface area (greater than in the latter region)  and the
temperature difference between the regions and the  ambient (smaller
than in the latter regions).  (3)   In the final dissipative stages,
heat is diffused and lost by surface cooling, but  here the temperature
does not greatly exceed the ambient  temperature.
             In total, therefore,  most of the heat  is  retained in  the
volume of water near the discharge site and a rather large area can be
expected to become heated.
             Ayers et al. (1970),  who made field observations near
power plants in Michigan City, Indiana, and Waukegan,  Illinois, did
not list the condenser flows or discharge temperatures,  nor give
auxiliary data which could be used to make a 'jet  release1 analysis.
They ascribed most of the temperature decrease with distance from  the
outfall to surface cooling.  This  explanation can  hold,  however, only
if the discharge volume is small  or  the width of the discharge orifice
is so great as to reduce the velocity of the jet to a  small valve.  To
evaluate properly the heat buildup near an outfall, results from one
survey cannot be extrapolated directly to another.   Rather, a case-by-
case evaluation is required and, at  this stage of our  knowledge, nothing
less will suffice.  Information required for the evaluation has been
given in earlier paragraphs and includes such data  as  the dimensions

-------
                                41                             52

of the outran, volume or now, and background or ambient temperatures.
When the ambient temperature is not uniform in relation  to distance
from the shore, evaluation of what constitutes an "excess" temperature
is doubtful at best; such conditions are likely to result periodically
and, of course, during "thermal bar" conditions.   The analysis  by
Ayers et al.  (1970) is open to criticism because  of their choice of
ambient temperature; in fact, it is not clear from their illustrations
whether an ambient temperature was indeed measured at all.
         2.  Studies of Model Plumes
             Data from two evaluations of model plumes have been
selected to provide some physical  dimensions to the foregoing
discussion.  In one that was completed by Benedict (1970) specifically
for the present report, the variables used were similar  to those that
might be expected for a Lake Michigan thermal  plume.   The assumed  dis-
charge volume (731 cfs) and temperature differential  (25°F) are on the
order of a conventional fossil fuel plant on Lake Michigan.  The second
evaluation is that of Pritchard-Carpenter Consultants (1970) for the
proposed Davis-Besse Nuclear Power Station on Lake Erie.  This  study
provides an example of the heat rejection potential of a Great  Lakes
nuclear installation of 1,500 cfs. (At least one  larger  plant is
under construction on Lake Michigan—the uonald C. Cook  Plant,  near
Benton Harbor, Michigan, at 3,500 cfs.)
             a.  Lake Michigan Surface Jet Model
                 Benedict's shoreline discharge model, which simulates
a Lake Michigan discharge on the order of the Campbell Plant (a conven-
tional  power plant near Port Sheldon, Michigan),  assumes zero lake

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                                 42
currents, an ambient temperature of 65°F, once-through cooling,  a
25°F rise over the condensers, an effluent of 731  cfs, and a plume
depth of 5 feet.  There is no allowance for surface heat loss.
Since the theoretical  plume, under conditions of no current, would
generate symmetrically outward from the discharge, it is possible
to examine the thermal characteristics in terms of distance that
waste heat isotherms extend (Table 13).
                 Evaluation of the isotherms was carried to the
0.5°F limit only for illustrative purposes since under normal condi-
tions natural processes would distort the plume shape and diffuse the
heat to depths greater than 5 feet.   However, under the conditions of
the model and at equilibrium, the thermal  influence would extend along
the plume center line a substantial  distance (4.8  miles to the 1.0°F
isotherm and 20 miles  to the 0.5°F isotherm) and thus cover a rather
extensive area.
             b.  Lake Erie Nuclear Model
                 Pritchard-Carpenter Consultants (1969, 1970) computed
and analyzed plume distributions for the  Toledo Edison Compnay,  as
part of that company's evaluation of the  proposed  Davis-Besse Nuclear
Power Station on Lake  Erie.1  Analyses were carried out for two  condi-
tions—no lake current and with  shoreline current.   Only the shoreline-
current condition is discussed here, since it is the more typical  in
Lake Michigan.  In  this situation,  the plume is bent in the direction
:The Toledo Edison Company kindly consented  to  use  of  these  data  in
 the present report.

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                                43                     54
Table 13.--Distance (miles)from source  of  excess  temperature
isotherms calculated from a Lake Michigan  surface jet model.
Waste heat                            Distance  (miles)
 isotherm                            from  plume  source
   (°F)                                at  centerline
   20                                      ,052

   15                                      .057

   10                                      .062

    5                                      .234

    2.5                                    .717

    1.0                                   4.80

    0.5                                  20.17

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                                 44                                55

of the current.  Although the proposed plant is  to  be  situated  on  Lake
Erie, the calculations provide interesting summary  statistics on plume
dimensions as they apply to the large flows required by nuclear power
plants.
                 In general, an onshore wind causes currents that  are
parallel to the coast in the nearshore, region.   When the plume  is  bent
so that it is directed along the coast, entrainment (and thus,  dilution)
can be effected only on one side of the plume.   The result is that the
rate of decrease of temperature is less than if  the plume had been
directed straight out into the lake.
                 Calculations of the plume dimensions  were based on
assumptions of an 18°F temperature rise, 1,526  cfs   of cooling  water,
70°F ambient temperature, a 10 mph wind, and a  longshore current directed
towards the southeast at a rate of 0.67 fps.  Estimates were made  of the
plume certerline length, width, and area (Table  14).
                 The 1°F excess temperature isotherms  were about 52
and 8 miles from the source for the two conditions  of  dilution  only and
dilution plus cooling, respectively, and the respective areas affected
were about 374 and 13 square miles.
             c.  Application of results from Model  Studies
                 The Lake Michigan jet and Lake  Erie "dilution  only"
examples approximate situations in which atmospheric and lake conditions
do not permit rapid dissipation of waste heat to the atmosphere.   Under
conditions when such atmospheric losses would occur, the lake volume

-------
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                                                                57
affected by waste heat would diminish.  However, from the earlier
discussion of heat dissipation, it appears that, at best the per-
centage of the total  waste heat rapidly lost to the atmosphere is
sufficiently small that the assumption of little or no waste heat
loss to the atmosphere is reasonable,  at least during a great deal
of the annual temperature cycle.   It follows that the assumption of
moderate or no waste  heat loss to the  atmosphere is reasonable during
a good deal of the annual  temperature  cycle—recognizing of course
that short-term loss  to the air occurs and that nearly all  of the
waste heat will  be removed during the  fall  overturn and winter.
The "dilution plus mixing" example of  the Davis-Besse plume evalua-
tion appears to be very conservative in describing  the actual  area
and volume of thermal  influence;  and the "dilution  only" assumption
of the other two examples  is the  more  applicable.   It is concluded
that large percentages (at times  virtually 100 percent)  of  the dis-
charged waste heat will  be diluted into the water mass and  that  the
heating effect of one  plume can cover  many area! miles of the lake.
         3.  Magnitude of  Projected Waste Heat Addition
             It has been advanced that at times most waste  heat  would
be diffused into the water mass for an ecologically significant  time
period.  Waste heat production is projected to be 431  billion Btu/hr

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                                47                           53

on Lake Michigan in year 2000;  and  to  assess  the  potential ecological
impact of this waste neat addition,  it is  desirable  to  place  dimensions
on the physical  characteristics of  waste heat distribution.   Existing
information on this topic is  very limited; the following  discussion
is intended to provide at least a limited  amount  of  insight into  the
situation, as projected.
             Acres (1970) estimated that 0.52 Btu/ft2/day of  waste
heat would be added to Lake Michigan in year  2000--an  increase  of
0.47 over the 1968 value of 0.05 Btu/ft2/day  (based  on  estimtates of
average power capacity operation and thp waste heat  additions from
other sources).  This estimate  applies to  the entire lake surface,
however, and does not allow for the likelihood that  the waste heat
release would occur in the inshore  waters.
             Table 12 presents  estimates of waste heat  inputs to  the  1,677
square miles of beachwater zone (0-30 foot depth) by shoreline  sector
for the entire lake.  The last  column of  the  table presents the pro-
jected waste heat input, expressed  as a percentage of  the maximum
natural rate of heat input.  (The natural  input estimate  for  nearshore
waters of Lake Michigan [based  on unpublished data of  the Bureau  of
Commercial Fisheries] is supported  by estimates for  Lake  Ontario  of
1,735 Btu/ft2/day [Rodgers, 1968] and for  Lake Cayuga  of  2,000  Btu/ft2/day
[Sundaram et al ., 1969].) This  very general statistic  indicates that
the rate of waste heat  input would  in the  year 2000  approximate 13  per-
cent of the natural maximum heat input (For the Chicago-Gary  Sector,

-------
                                48
                                                                  59
this statistic is 51  percent and for the Holland Sector, 34 percent).


             The basis of the statistic is subject to criticism,  since


some of the waste heat will  diffuse beyond the 30-foot contour (average


width, 1  mile), some will be lost to the air, and, of course, the

                                                                       V
concentration of waste heat near the discharges will  cause great        ?


variability in the actual value of the statistic.  However, available


studies indicate that Lake Michigan thermal  plumes hug the shoreline,


and it follows that the principal ecological  impact would occur in


the shallower waters; and it is this fact that makes the general  use


of the statistic valid.  Furthermore, during certain periods the


"thermal  bar" lies entirely within the inshore zone, preventing transfer


of heat to deeper water.


             Substantial refinement of the assumptions is both desira-


ble and needed, and other approaches to the problem can be taken.  The


existing calculations are sufficient, however, to permit the conclusion


that  projected waste heat production would add to the beach water sector


of Lake Michigan an artificial thermal load that is equal to a signifi-


cant  percentage of the natural rate of heat input.  This conclusion has


ecological significance  in terms of both eutrophication and fishery


effects.

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                                 49                        60

  IV.  EFFECTS OF TEMPERATURE FLUCTUATIONS ON LAKE MICHIGAN FISH

A.   INTRODUCTION
     Increased demand in recent years for the use of natural  surface
waters for cooling has caused widespread concern that the addition of
artificial heat to these waters will be harmful to aquatic life.  As
a consequence the effects of temperature on aquatic life are under
intensive study and some of the results are now being published.
Extensive bibliographies by V. S. Kennedy and J. A, Mlhursky (1967)
and E. C. Raney and B. W. Menzel (1969) list over 1,200 references
that cover the early literature as well as some of the more recent
publications.  Excellent review articles describing the thermal
requirements of fishes were published by J. R. Brett (1956, 1960)
and R. E. Burrows (1963). A book edited by P. A. Krenkel and
F. L. Parker (1969) and the published Proceedings of the Second
Thermal Workshop of the U. S. International Biological Program
(J. A. Mihursky and J. B. Pearce, eds; 1969) deal with the biological
aspects of thermal pollution for major groups of aquatic plants  and
animals.  Although the present section is limited to a discussion of
the effects of temperature changes on fish and other organisms in
Lake Michigan, references are made to the published literature when
necessary, to describe thermobiological principles and to fill gaps
in the knowledge of the specific thermal requirements of Lake
Michigan aquatic organisms.
     The factors that determine the growth, survival, distribution,
and abundance of fishes and other coldblooded aquatic organisms  in
nature are complex and incompletely known, but the role of temperature

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                                 50                              61

is firmly established as a major one.   All  available information
indicates that each organism has specific thermal  tolerances or
limits that reflect the thermal  requirements for each of the
important metabolic functions in the individual; these functions
and thermal tolerances vary from life  stage to life stage.   When
the limits are exceeded the organism functions at  reduced efficiency,
and may ultimately die.  The rate at which  individuals, populations,
or species are lost depends on the degree to which the thermal  limits
are exceeded, the duration of exposure to thermal  stress, and the
indirect effects of these thermal conditions (e.g., effects on  the
abundance of organisms suitable  as food).
     The temperatures that are rapidly lethal have well defined limits
and these have been thoroughly described for many  species,  including
some found in Lake Michigan and  the other Great Lakes.  Less well
known but equally important are  the temperature limits for  successful
survival in other situations where unfavorable temperatures reduce
the ability of the organisms to  move about, escape predation, compete
with other species for food, and otherwise  successfully complete all
of the vital life processes and  stages (including  reproduction).
     The use of inshore waters of Lake Michigan for waste heat  dis-
posal would have a serious impact on fishes that must complete  their
early life stages (especially egg incubation and early growth)  in the
inshore and beach water zones.  Fishes are  least mobile in  these life
stages and therefore least able  to avoid unfavorable thermal conditions
Also affected adversely would be the highly mobile adults that  require
these shallow-water areas for spawning and  the anadromous fishes that

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                                 51                            62

need to pass through the inshore and beach  zones  to  spawn  in  tributary
streams or to enter Lake Michigan as young  from the  tributary streams
to complete the growth phase of their life  cycle.  Shallow-water
organisms other than fishes, many of which  are  required  as  food  for
fishes or are otherwise important to man, would also be  affected by
the use of inshore lake waters  for waste heat disposal.
     B.  EFFECTS ON ADULTS AND  JUVENILES
         Most organisms cannot  live at temperatures  much higher  or
lower than those to which they  are accustomed (Kinne, 1963),  and a
general relation can be demonstrated between the  temperatures that
are lethal for adult fishes and the temperatures  of  the  natural
environment in which these fishes occur.  In natural populations the
temperatures that are lethal for adult fishes usually exceed  the
natural temperature extremes by only 9 to 12°F  (Brett, 1969).
         The lethal limit for juvenile coho salmon is 77°F (Brett,
1952) and adults die in about 60 minutes at 77°F  (Coutant, 1969).
Coho salmon must pass through tne beach zone waters  as juveniles
descending to Lake Michigan and as adults  ascending  tributary streams
to spawn.  When adult coho salmon concentrate off stream mouths  in
late summer and early fall before entering  these  streams to spawn,
average bottom water temperatures in the beach  zone  range  from 69°F
(August) to 58°F (end of September), and one year in three the tem-
peratures can be as much as 10-11°F higher than the  average values
(Figure 6).  In mid-August of an average year  a rise of only 8°F
would increase bottom water temperatures in the beach zone beyond
the lethal limits, and in one year of three an  even  smaller increase

-------
                                                                            52
                                                                                                                                            63
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-------
                                 53                         64

would exceed 77°F.  By the end of September a rise of 19°F would
exceed the lethal level.  Although surface water temperature data
are not available for the beach zone, the surface temperatures
would be higher than those of the bottom waters used to construct
the curve in Figure 6; the migrants must pass through these surface
waters to enter the stream mouths.
         In addition to fish mortalities that occur when temperatures
exceed the upper temperature tolerance limit of fishes, mortalities
may also result when fish acclimated to high temperatures are suddenly
exposed to sharply dropping temperatures.
         Emery (1970) described a mortality that occurred as a result
of a natural upwelling of cold offshore bottom water in Georgian Bay,
Lake Huron.  The upwelling suddenly lowered beach zone bottom water
temperatures from 65.3°F to 44.6°F in about 11 hours; recovery was
rapid, however, and by the 15th hour bottom water temperatures in
the affected area had risen to 64.9°F.  The more mobile fishes left
the area when the temperature dropped but crawfish and sculpins could
not; these ceased feeding and many died.
         Low temperature mortalities may also occur in Lake Michigan
as a result of the use of lake water for cooling.  In a report of a
fish kill on Lake Michigan at the Consumers Power Company Campbell
Plant at Port Sheldon on August 29, 1968, the Michigan Water Resources
Commission concluded that a sharp drop in water temperature (from 71
to 57°F) at the intake of the Port Sheldon installation gave fish in
the discharge water a low temperature shock to which they were unable
to adjust (Robinson, 1969).  Species found dying or in distress at the

-------
                                 54                             65

time of the investigation were channel  catfish,  carp,
suckers, and gizzard shad--a"ll generally considered to be intolerant
of low temperatures  or of low temperature shock.
         Although the fish kill  at Port Sheldon  was due in  part to
the invasion of the  shallow beach zone  by cold offshore water,  the
high temperature of  the effluent water  to which  the fish had  become
acclimated was also  a contributing factor.   Fish mortalities  caused
by low temperature shock are also likely to occur in the absence of
coldwater upwellings when effluent water temperatures  fall--as  when
a power plant goes "off line" or its  level  of operation is  greatly
reduced.  Little information is  available on the thermal  tolerance
of the alewife but a recently completed manuscript entitled "Effects
of temperature on electrolyte balance and osmoregulation in the alewife
(Alosa pseudoharengus) in fresh  and sea water" by J. G.  Stanley and
P. J. Colby, indicates that the  alewife is  very  intolerant  of low
temperature shock.  When alewives acclimated at  62.6°F were subjected
to an 18°F temperature decrease  in 2  hours, 13 of 21 (62 percent) died.
This information suggests that severe mortalities of alewives could
be caused in effluent waters by  low temperature  shock  when  a  power
plant reduces its level  of operation.  The  effect would be  most severe
during the spring when the lake  water is cold and alewives  concentrate
near shore before spawning.
         Sublethal temperature shock  has also been shown to affect
adversely the well being and survival of juvenile salmonids.  According
                     *
to the temperatures  of Figure 6  and the lethal temperatures of  juvenile
coho salmon (Brett,  1952), a temperature rise of 15 to 35°F in  the beach

-------
                                 55                           66

zone waters at stream mouths  would be required to  kill young  downstream
migrants.   Coutant (1969),  however,  has  shown  that heat  doses  only
25 percent as large as those  required to cause loss of equilibrium
(the dose  required to cause equilibrium  loss  is  less than  that required
to cause death) measurably  increases the susceptibility  of juvenile
chinook salmon and rainbow  trout to predation.
         The heat doses required to cause harm to  juvenile and adult
Lake Michigan fishes are not  known but there  is  little doubt  that sub-
lethal temperature shock and  increased susceptibility of affected
fishes to  predation would be  important consequences of discharging
heated effluents into Lake  Michigan.
         Even more restrictive than the  lethal temperature limits are
the limits for the efficient  function of the  complex of  vital  life
processes  that ensure the continued successful existence of the indi-
vidual, population, and species.  The temperature  requirements for
these vital processes are known for only a few species,  but the avail-
able information indicates  that the general  form of the  relations may
be similar for most fishes  native to the temperate waters  of North
America.  Among these fishes  the swimming ability, feeding rate,  food
conversion efficiency, and  growth rate typically are low at low natural
environmental temperatures, rise with rising temperature to some maximum
(at the "optimum temperature"), and then decline sharply with further
temperature increases as the upper lethal temperature is approached.
Figure 7 shows the effect of temperature on the food intake, growth,
and conversion efficiency of coho salmon.  The curve of Figure 7 marked
"ration" describes the voluntary rate of food intake at the various

-------
                                 56                             6?

temperatures.  Intake was low at low temperatures, rose with tem-
perature to a maximum at about 59-64°F, and then declined sharply
at higher temperatures.  Growth followed a trend similar to that of
intake.  Growth rate was most rapid at 59°F and fell  off at higher
and lower temperatures.  Extension of the ends of the growth curve
indicates that growth rate was nil at about 39 and 70°F.
         Conversion efficiency which is defined as,
                             growth in weight
                      100 x
                             weight of food eaten
gives the percentage of the food eaten that is converted into growth.
When no growth occurs the conversion efficiency cannot exceed zero
percent; according to Figure 7 this occurs at about 39°F and at
69-70°F.
         Where the problem has been studied intensively (for sockeye
salmon; Brett, 1969), the evidence indicated that the successful
natural range of the species coincides with areas in which water  tem-
peratures do not exceed the "optimum" for food conversion efficiency
by more than a few degrees and where food conversion efficiency is
not reduced to less than 80 percent of the maximum.  According to
Figure 7, the food conversion efficiency of coho salmon--a close
relative of the sockeye--reached a maximum at about 54.5°F and fell
below 80 percent of maximum at 62°F.  Temperatures higher than 62°F
during the growth phase of the coho salmon can be expected to reduce
the population success of this species.

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                                 57
I
o

cr
                                              GROWTH
                                                      \    -
                                      1.4

                                      1.2

                                      1.0

                                   H0.8

                                     0.6

                                     0.4

                                     0.2
               41
    50          59
TEMPER ATURE(F)
                                                       68
                                                                   o
                                                                  •o
                                                                  CD
                                                                  LU

                                                                  <
                                                                  or
                                                                  o
                                                                  tr
                                                                  o
                                                                  o
CJ
LU
Q_
       Figure 7.—The effect of temperature on the food intake, growth,
       and conversion efficiency of juvenile (0.5-pound) coho salmon
       held in fresh water and fed unrestricted amounts of alewives
       from Lake Michgian (T. Edsall,  unpublished data).

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                                 58
                                                                    69
         In addition to its effect on the growth, survival, and
general well being of fishes, temperature is also important because
it directly affects the availability of coho salmon (and other
fishes) to the angler.  The temperature range for optimum feeding
rate of juvenile coho salmon fed unlimited amounts of alewives is
59-64°F; elevation of temperature above 64°F reduces feeding rate
(Figure 7).  An even lower optimum temperature for feeding in nature
(where food availability is restricted) is predicted from data on
optimum temperature for growth and conversion efficiency of coho
salmon whose food intake was restricted to levels approaching those
in nature (T. Edsall, unpublished data)—and indeed the optimum
feeding temperature for adult coho salmon in Lake Michigan is about
50-55°F (Borgeson, 1970).  When adult coho salmon in Lake Michigan
concentrate off stream mouths before ascending the streams to spawn,
lake water temperatures average 69 to 56 (August to end of September)
and one year in three range from 69 to 79°F in mid-August and from
58 to 69°F at the end of September (Figure 6).  According to Figure 7
elevation of inshore water temperatures at this time,  when the major
portion of the catch of coho salmon is usually made in Michigan waters
of Lake Michigan, will sharply lower the feeding rate  and consequently
reduce angler success.
         Elevation of beach zone water temperature may also delay the
start of the upstream migration, thereby shortening the duration of
the stream fishery for salmon.   In 1969 about one-half of the Lake
Michigan salmon caught by anglers were taken in tributary streams.

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                                 59
                                                        70
         Although temperature data for the  beach  zone  waters  at the
time of the salmon runs are not available for Lake  Michigan,  the
1968 run of coho salmon "jacks" (precocious males)  in  the  Chagrin
River, a tributary of Lake Erie, did not begin until beach zone
water temperatures fell below 65°F, and in  1969 the first  run of
adult coho salmon seen in Lake Erie entered the Chagrin River on
September 13, after the beach zone water temperatures  had  dropped
to 66°F; furthermore, the peak of the 1969  run did  not occur  until
October 24-26 when temperatures were 58-62°F (Russel Scholle, Ohio
Division of Wildlife, personal communication).
     C.  EFFECTS ON MATURATION AND SPAWNING REQUIREMENTS
         1.  Maturation
             The environmental requirements for normal-maturation of
the sex products within the gonads of adult fishes  have been  studied
for only a few species (see Welch and Wojtalik, 1968,  for  a review).
Most studies show that both temperature and light cycles are  important.
Recently the FWQA Laboratory, Duluth, Minnesota,  has shown that water
temperatures must be 43°F or lower for 5 months to  ensure  normal
maturation of the eggs of yellow perch; higher temperatures upset the
natural temperature and photoperiod cycles and significantly  reduce
both the number and viability of the eggs that are  spawned.  The
average water temperature in Lake Michigan drops below 43°F on about
November 20 and rises  above 43°F again on about April  20--a period of
5 months; any delay in cooling in the fall or acceleration of warming
in  the spring wiTl shorten the time available for maturation to a
period less than that  required.  Although water colder than 43°F will

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                                 60                               71

still be available to perch, there is evidence that they may  not
avoid, or may be attracted to, the warmer waters  when  they are
available (Weatherly, 1963; Ferguson, 1958).
         2.   Spawning
             In general, the discharge of heated  effluents in shallow
water can be expected to have its most serious effects on Lake
Michigan fishes during spawning and egg incubation.  The available
information  suggests that most Great Lakes fishes that spawn  in
shallow water have preferred spawning sites,  and  that  in years of
low population abundance these areas are used to  the exclusion of
other areas.  During years of high abundance, however, spawning  is
much more widespread.  Spawning areas of most shallow-water spawners
in Lake Michigan are not precisely known, but the distribution of
the whitefish fishery during the spawning season, as indicated by
past records, indicates that whitefish spawned in the  shallow shore-
line waters  of the entire lake in times of high abundance (S. ri.  Smith,
Bureau of Commercial Fisheries, personal communication).  Although
populations  of whitefish in Lake Michigan are now at an all-time low,
and their spawning may be restricted to a few local areas, population
increases that should result from current fishery management  programs
will increase the number of spawning areas used;  consequently, all
potential spawning sites must be protected.   Similar protection  may
also be required for the inshore spawning areas of yellow perch,  smelt,
lake herring, and lake trout.

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                                 61                              72

             There is mounting evidence supporting the  hypothesis  that
coregonid fishes have narrow temperature limits  for spawning.   Monti
(1929) found that whitefish did not spawn in Italian lakes  where
winter temperatures remained above 45-46°F.   Whitefish  in  the  Great
Lakes spawn in November and December when the lake is cooling, and a
drop to 42°F is required to stimulate spawning (Louella E.  Cable,
Bureau of Commercial Fisheries, manuscript in preparation).  Tempera-
tures above 42°F will presumably exclude whitefish from their
preferred spawning grounds.  Lake herring spawn  later than  whitefish--
from mid-November to mid-December, when the temperature drops  from
39 to 37°F (Smith, 1956).  Several other investigators  (Stone, 1938;
Washburn, 1944; Brown and Moffett, 1942; P.  J. Colby and L.  T. Brooke,
manuscript in preparation) observed that lake herring spawn when  the
temperature falls below 39°F.  Cahn (1927) found that ripe female
lake herring in laboratory tanks would not spawn at 40°F,  but  would
do so only after the temperature had dropped to  38.5°F or lower.
John (1956) reported that lake herring will  spawn—later than  usual--
when temperatures are above 39°F during late autumn, but suggested
that the delay may reduce egg survival.  Pokrovskii (1960), as cited
by Lawler (1965), wrote that the temperature of the water at the  time
of spawning exercises an influence on the abundance of year-classes of
certain whitefishes and on their yield; in some  years the quantity of
fertile eggs reached 80-100 percent, in others it decreased to 30-50
percent, and in one instance only 10 percent of the eggs deposited
were fertile.  Such low fertility was attributed to long drawn-out

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                                 62
autumns in which the males leave the spawning grounds before the
optimum spawning temperature for females is reached.
             Yellow perch spawn in the spring during  rising tem-
peratures.  Optimum spawning temperatures are 46-54°F; at 61°F
spawning is reduced and at temperatures above 62°F eggs are aborted
without being fertilized (unpublished data, FWQA,  Duluth).   The
spawning season for perch in Lake Michigan begins  about May 15 and
ends about July 1  (L. Wells, Bureau of Commercial  Fisheries,
personal communication).  Water temperatures average  49°F on May 15
(one year in three this average may be as high as  53°F) and 62°F on
July 1 (in one year in three this average may be as high as 69°F;
Figure 6).  Thus,  in one year in three, the addition  of heat to the
spawning areas at  the start of the spawning season (May 15) would
cause the optimum  temperature for spawning to be exceeded,  and the
addition of heat towards the end of the spawning season would cause
the females to abort their eggs.
             Lake  Michigan alewives spawn from early  June,  when
temperatures in spawning areas rise above 60°F, through mid-August,
if temperatures remain below 82°F (Edsall, 1970).   Although most
Lake Michigan alewives spawn in flowing water in tributary  streams,
spawning is common in the sheltered areas of Green Bay in northwestern
Lake Michigan, and occurs occasionally along the unprotected shoreline
of Lake Michigan proper when the lake water is warm enough.  The
warming of lake waters by heated effluents will facilitate  lake
spawning by alewives where spawning now occurs only infrequently.

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                                 63                           74

Any increase in the abundance of alewives  that is  likely to result
from an increase in the spawning areas,  however,  is  contrary to
present management objectives (see section on fishery resources)
for Lake Michigan.
     D.  EFFECTS ON INCUBATION REQUIREMENTS
         The available evidence suggests that a normal  self-
sustaining fish population may continue  to exist  successfully only
in areas where temperatures are in the range that permit the pro-
duction of viable fry from at least 50 percent of the eggs  that
are spawned (Alderdice and Forrester, 1968).  Information on the
effects of temperature on survival and development of eggs  and fry
of Great Lakes coregonid fishes is scanty; published work is limited
to only a few studies on the influence of temperature on early sur-
vival and development.  Lawler (1965) found that year classes of
whitefish in Lake Erie were strong only  when suitable temperatures
prevailed; fall temperatures must drop early to 43°F, the decrease
to the optimum temperatures for development must be steady, and
spring temperatures must increase slowly and late in the season to
provide prolonged incubation near the optimum developmental tempera-
tures.  Christie  (1963) found production of larger year classes of
whitefish in Lake Ontario to be associated with cold Novembers
followed by warm Aprils.  Price (1940), who incubated whitefish eggs
at constant temperatures from 32 to 54°F, found that the optimum
hatching temperature was 33°F and at temperatures above 43.2°F the
hatch of viable fry fell below 50 percent.  Colby and Brooke  (1970),
who  incubated lake herring eggs at constant temperatures ranging  from

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                                 64
32 to 54°F, demonstrated that the highest temperature at which 50
percent of the eggs produced viable fry was 44.6°F, and that the
optimum temperature was about 42°F.  Most of the mortalities
occurred during the early stages of development (gastrulation and
organogenesis) when the eggs were most sensitive to adverse tem-
peratures.  According to the data of Price (1940), Colby and Brooke
(1970), and Figure 6, lake temperatures are already at the maximum
tolerable for the successful incubation of whitefish and Cisco eggs
and the addition of heat to the lake in the fall in areas where the
eggs of whitefish or ciscoes are incubating will reduce the viable
hatch below the 50 percent level.
             It is obvious that a 10°F rise over natural maximum
tolerable temperatures during spawning (from 42 to 52°F for white-
fish and from 39 to 49°F for lake herring) would cause high mor-
tality among eggs during the critical period of early embryo
development.  A 5°F rise over natural temperatures (to 47°F) would
kill whitefish eggs or increase the incidence of abnormalities,
and a 3.6°F rise shortens the incubation period of lake herring by
at least 29 days (Colby and Brooke, U. S. Bureau of Commercial
Fisheries, manuscript in preparation), causing the fish to hatch in
a potentially hostile environment in which light may not be of the
right intensity, or food may not be of the proper kind (species),
size, or density to ensure survival.  Braum (1967) reported that
Coregonus eggs incubated at 39°F hatched after 65 days.   Eggs
spawned in December hatched at the end of February, when plankton

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                                 65                           76
is scarce.  Modern German hatcheries incubate eggs at 34°F to delay
hatching until April, after 120 days of incubation, to take advantage
of the larger plankton population than available.   Einsele (1966)
stated that it is now firmly established that in the Austrian Alpine
lakes only 1 to 10 adults will result from 10,000  naturally spawned
coregonid eggs.  In the laboratory, however, survival can be varied
from nearly 100 percent to nil by varying food density and light
intensity.  Einsele suggested that the feeding conditions for fry
improve as the year proceeds from March to the end of April and
early May, when the light intensity may rise above 100 lux and the
number of copepodites per liter may increase to 20 or more.  Fry
stocked at this time would most likely have the best chance of
survival.  He also pointed out that in Alpine lakes the feeding
situation for coregonid fry does not improve continuously as the
year proceeds, but that there is a turning point towards the end
of May when diurnal plankton migration begins and  crustacean plankton
moves down to 10-20 meters during the daytime.  The light intensity
for fry may be critical at 5 meters and is certainly too low below
10 meters.  Also, at this time the many zooplankters may not be in
the appropriate size range for food of fry.  Einsele also stated
that stocking fry from hatcheries in January and February had little
or no effect on the fish population.
             Although factors governing egg and fry survival in Lake
Michigan have not been studied intensively at the  Great Lakes
Fishery Laboratory, evidence from a local field study in progress

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                                 66
                                                                77
suggests that shortening the incubation period could be potentially
deleterious to the fish stocks.
             Preliminary investigations of lake herring feeding
habits by the Great Lakes Fishery Laboratory show that they have
some specific food requirements.  Fry begin feeding about 6 days
after hatching, which is well before the yolk-sac is absorbed.
The diet is composed primarily of Crustaceans of the order
Eucopepoda - suborders Cyclopedia and Calanoida for the first
2 to 3 weeks (or until they reach a total length of 15 mm) at
which time species of the suborder Harpacticoida are found in
their gut.  The range of mean total length of food eaten (to 0.6 mm)
by fry 12 to 18 mm long is less than the mean total lengths of the
preferred food available (0.6 to l.mm).  Thus fry are selecting food
organisms that are small enough for them to ingest or that have
swimming speeds or behavior patterns that enable the fry to capture
them.  In either case the food organisms ingested are not adults but
rather juveniles of a stock that has recently reproduced.   Evidence
from a food selectivity study shows an increase in abundance of
cyclopoid juveniles coinciding with the hatching and appearance of
lake herring (cisco) fry.  At this time the stock of calanoids  is
increasing in density but decreasing in average size, indicating a
younger population.  This population is increasingly fed upon by the
lake herring fry as the density of cyclopoids drop (P. J.  Colby,
Bureau of Commen'cal Fisheries, manuscript in preparation).

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                                 67                         73

             The timing of these natural  events  is  no  doubt  essen-
tial for the perpetuation of these fish stocks  and  has  evolved as
a result of natural  selection,  e.g.,  fish which  spawned earlier or
later were selected against by  the environment.   Any heat discharge
which would interfere with this natural timing  (e.g.,  cause  the fry
to hatch when the natural preferred foods are lacking  or scarce)
would jeopardize the survival of that stock.
             Temperatures above 64°F will cause  mortality in excess
of 50 percent of the eggs of yellow perch during the first 24 hours
afte. the eggs are spawned (FWQA,  Duluth; unpublished  data).
According to Figure 6 the average temperatures  on May  15 (the start
of the spawning season), June 1, and June 15  (the end  of the spawning
season), were 49, 53, and 58°F  respectively;  and in one year of three
they might be as high as 53, 58, and 64°F. Temperature elevations of
15°F on May 15, 11°F on June 1, and 6°F on June  15  would bring the
water temperature to 64°F, the  lethal limit.   In one year of three
temperature rises of 11 and 6°F could bring lake temperatures to 64°F
on May 15 and June 1; on June 15 the temperature may  already equal
the lethal limit.
             Although 50 percent of the eggs  spawned may hatch at
temperatures below 64°F, the most viable fry  are produced only from
eggs incubated at temperatures  below 61°F (FWQA, Duluth, unpublished
data).  Temperature rises of 12, 8, and 3°F on  May  15, June  1, and
June 15, respectively, could bring the average  water  temperature to
61°F (Figure 6).  In one year of three temperature  rises of only 8°F

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                                 68
                                                               79
on May 15 and 3°F on June 1  might bring the temperature to  61°F,
and after June 7 the temperature may already exceed that value.
     E.  EFFECTS ON FRY REQUIREMENTS
         Fry of whitefish, lake herring (cisco), smelt, alewife,
and yellow perch occupy inshore waters during at least the  early
stages of their development; limited evidence suggests that those
which move into deeper water later in the fry stage inhabit upper
levels.
         Hart (1930) found that whitefish in the Bay of Quinte
(Lake Ontario) spawned mostly in water 8-15 feet deep, and  that
the eggs began hatching in about mid-April.  The newly hatched  fry
remained near the surface, and about 2 weeks after hatching began
to school an.d concentrate in water less than 18 inches deep.  About
4 weeks after hatching they moved into water 3 or 4 feet deep,  but
always remained near the surface.  Reckan (1970) found whitefish
fry in South Bay, Lake Huron, in shallow areas (less than 3 fett
deep) in late June and early July.  Studies of the early life
history of whitefish now being conducted by the University  of
Wisconsin-Milwaukee in Green Bay and northwestern portions  of Lake
Michigan have shown that Lake Michigan whitefish also use the
inshore areas for egg incubation and nursery grounds; about 90  per-
cent of the larvae were at water depths of 10 feet or less  (Walter
Hogman, University of Wisconsin, personal communication).

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                                 69
         Pritchard (1930) reported that Cisco spawning  in  the  Bay  of
Quinte took place in water 8-10 feet deep,  and that the eggs hatched
in late April and early May.   The fry ranged in shallow water  with
whitefish fry until they were about 1 month old, when they moved into
deeper water.  Cisco fry have also been observed in shallow water  in
Lake Huron (Faber, 1970).  The Cisco fry were often present in the
upper 8 inches of water very  near shore (e.g., around docks);  small
numbers, however, were regularly taken in surface collections  over
deep water.
         Smelt spawn in early spring in tributary streams  and  along
shore in Lake Michigan (as evidenced by the concentrations of  sport
fishermen during smelt spawning time).  How long the fry remain in
the shallow water is not known, but Wells (1968) demonstrated  that
most remain in the warm upper strata until  late summer.  In eastern
Lake Erie young smelt frequent shallow epilimnial waters and at times
are heavily concentrated near shore (Ferguson, 1965).
         Alewives spawn in late spring and early summer in tributary
streams (and along shore in some areas) in Lake Michigan (Edsall ,  1970).
Soon after hatching, which is primarily in June and July,  the  young
are mostly in the upper few feet of water very near shore, but as  they
grow older some rapidly disperse into the upper warm levels over
deeper areas, and may be found in midlake by late summer (BCF, unpublished
data; Wells, 1968).
         Yellow perch spawning areas in Lake Michigan are  not  completely
known but most apparently spawn among weeds or on rocky shoals. These

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                                 70
areas provide substrates to which the ribbon-like egg masses can
cling.  Hatching occurs mostly in June, at least in southeastern
Lake Michigan.  Largest catches of fry by BCF have been in water
about 16 feet deep, and few fry have been caught in water deeper
than 33 feet.  Sampling has been extremely limited in water
shallower than 16 feet, but on the basis  of perch fry distribution
in other lakes, it seems extremely likely that the fry in Lake
Michigan are most abundant in water shallower than that depth.
         Although the distribution of the fry of a number of other
species is poorly known, some undoubtedly occupy inshore areas  of
Lake Michigan.  The larvae of burbot and  deepwater sculpins (both
present in Lake Michigan), for example, have been observed in
association with whitefish fry in very shallow water in Lake Huron
(Faber, 1970).  Two common Lake Michigan  forage species, trout-perch
and spottail shiners, are mostly in water less than 30 feet deep
when they are in spawning condition in early summer (Bureau of
Commercial Fisheries, unpublished data; Wells, 1968).
         Published information on the thermal  tolerance of larval
fishes, including coregonids, is almost totally lacking.   Recent
studies in which newly hatched cisco fry  acclimated at 38°F were
subjected to temperature shock showed that 100 percent of the fry
were immobilized in about 700 minutes at  73°F, 55 minutes at 77°F,
and 5 minutes at 81°F (T. Edsall, unpublished data).   Studies by
Coutant (1969) on the effect of acute sublethal  temperature shock
on juvenile salmonids revealed that heat  doses only 25 percent  as
large as those required to cause loss of  equilibrium caused a

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                                71
significant increase in the susceptibility  of the  shocked  fish  to
predation.   No records were made  of the  heat  doses  required  to
produce loss of equilibrium in  cisco fry, but they  were  considerably
lower than those required to produce immobilization (T.  Edsall,
unpublished data).   Although studies of  the susceptibility of
cisco fry to predation were not made, the available information
suggests that cisco fry that hatch  in middle  to  lake April and  are
subjected to temperatures of less than 10°F above  the average for
that date (Figure 6) have an increased susceptibility to predation.
     F.  OTHER EFFECTS
         1 .  Effects on Fish
             Historically, there  is little  doubt that increased
temperatures and lower flows in tributary streams  following
deforestation and settlement were important factors associated  with
the reduction or elimination of stocks of whitefish, lake  herring,
and lake trout that spawned in  rivers and shallow areas  of the
Great Lakes.  Heavy exploitation, mill dams,  and pollution were also
suspected of being contributing causes;  however, even after  these
factors were eliminated as influences, the  stocks did not  recover
while the temperature increases persisted  (forests were  not
replanted, and industries and cities that  caused aquatic wanning
grew larger).
             Increased temperature is still considered today the
most likely cause for the reduction in numbers of whitefish, lake
herring, and lake trout from tributaries and shallow areas of all
of the Great Lakes, and the virtual elimination of all of these

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                                 72
species from the St.  Glair River,  Lake St.  Clair,  the  Detroit  River,
and Lake Erie, where  they were once abundant.   Lakes St.  Clair and
Erie recovered to some degree from this loss  because they are  shallow
and thus are favorable for members of the perch family (walleyes,
blue pike, saugers, and yellow perch), which  can tolerate warmer
waters.  These species cannot, however, live  in the  cold, deep water
of the other Great Lakes, nor can  other species—as  is illustrated
by Lake Ontario, where all large lake species  (including  those of the
perch family) are greatly reduced  or absent.   Fish are very  scarce  in
Lake Ontario throughout the offshore region,  which includes  some 70
or 80 percent of the  area of the lake.
             Grossman (1969) noted that, although  the  increase of 2°F
in average water temperature in Lake Erie since the  period 1918-27
does not seem large,  it is actually equivalent to  moving  the lake 50
miles to the south—and many of the prime species, such as lake trout,
whitefish, and ciscoes (lake herring) were already at  the southern
limit of their temperature tolerance in Lake  Erie  before  settlement.
He also stated that,  for whitefishes, temperatures only slightly above
a critical level during incubation seriously  reduce  the number of eggs
that hatch and the number of young fish that  will  be added to  the
population.
             Several  studies and observations  support  the hypothesis
that temperature is presently limiting the natural distribution of
coregonid fishes in the Great Lakes area (Frey, 1955;  Lawler,  1965;
Colby  and Brooke, 1969; Grossman,  1969; Edsall and Colby, 1970).

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                                 73
             Some of the potential  insidious effects of heated
effluents on the spawning grounds in Lake Michigan include  the
changing of the ecology of this critical  habitat.   Milner (1874)
reported that lake trout in Lake Superior spawn in 7 to 90  feet
of water, and James Reckahn (Ontario Department of Lands and Forests,
personal cormiuni cation) has noted that whitefish spawn over water
from a few inches to 20 feet deep.
             Hart (1930) found whitefish  eggs in crevices and under
stones.  They were observed most commonly at a depth of about 8 feet
and none were observed below a depth of about 15 feet.  Whitefish
and lake trout both spawn over suitable bottom areas where  wave
action and currents keep the bottom swept clean.  The observations
of Merriman (1935), Royce (1936), and Royce (1951) show that lake
trout spawning areas are restricted to bottoms of clean gravel or
rubble, free of sand and mud.  Royce (1951) stated:  "As the fish
make no effort to bury the eggs, the bottom must have crevices into
which the eggs can fall, if eggs and larvae are to be protected."
Because crevices and interstices are required for protection of eggs
of whitefish, lake herring, and lake trout in shallow water, any heat
addition that will accelerate production  and deposition of organic
matter, prolong decomposition reactions and contribute decomposition
products to these confined microhabitats  will have deleterious effects
on egg survival.  These subtle changes may already be taking place  in
the Great Lakes; research on the problem  is much needed.  It is im-
portant that water quality in the bottom-water interface does not

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                                 74
approach conditions  described over fiber deposits  by  Colby and Smith
(1967) if fish survival  is to be ensured.   Anoxic  conditions,  with
associated production of bacteria similar to those over fiber  beds,
could occur in areas of increased heat in  the presence of adequate
nutrient sources.   Such  a situation could  result where a sewage
treatment plant and  a power plant discharge effluents  in the same
vicinity.
         2.  Mortality of Water Birds
             Multiplication of bacteria is  encouraged  by increasing
summer lake temperatures.  One particular  organism of  concern  is
Clostridium botulinum type E, the bacterium which  has  caused dieoffs
of fish-eating birds on  Lake Michigan  and  has caused  human mortalities
Although this organism readily grows at low temperatures,  it has an
optimum range of about 68-86°F.  Since it  becomes  most common  in
areas of high localized  temperatures,  any  increase in  temperature
within this range  will stimulate both  multiplication of the organism
and production of its toxin.
         3.  Intake  Damage
             Although the major share  of attention so  far has  been
focused on the thermal effects of cooling  water discharges on  the
metabolism of Lake Michigan fish, several  other consequences of using
the lake waters for  cooling also merit serious consideration.
             Thermal shocking of aquatic organisms pulled  into a
power plant is an  important consideration  when judging intake  damage.
Just as important  are the physical  jarring  and smashing to which
organisms (adult fish, fish fry, and plankton) are subjected when

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                                 75                         86

they are brought up against the fish screens  and internal  piping of
the intake structures.  Assuming a use rate of 91,000 cfs  (by the
year 2000), about 1.1 percent of the total  volume of the water
inside the 30-foot depth contour (where the eggs, larvae and juveniles
of many important Lake Michigan fishes are  most abundant)  will  be
passed through the cooling systems of power generating plants daily;
and in one year a water volume equal to several times the  entire
water mass inside the 30-foot contour would pass through these
cooling systems.  Available information on  the effect of thermal
shock on larval fishes (see the section of  fry requirements  for
information on the thermal tolerance of larval lake herring) indi-
cates that the expected temperature rise alone experienced by these
fishes while passing through the cooling system would be very
injurious or immediately lethal.  Similar undesirable effects are
anticipated for other important aquatic organisms, including phyto-
plankton (Morgan and Stress, 1969) that serve as food for  Lake
Michigan fishes.
         4.  Discharge Damage
             The addition of chemicals to clean cooling systems may
also cause damage to Lake Michigan fishes and food organisms.  Chlorine
is generally used to limit the growth of algae on condenser surfaces.
The amount of chlorine used depends on the installation but chlori-
nation to 0.1 mg/liter for about one-half hour, three times daily,
                   *
is typical.  Although the amount of chlorine  introduced to the lake
will not significantly increase the chloride content of the lake, the

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                                 76
the chlorine will  have a bactericidal  and algicidal  effect on
organisms in the treated water.   Preliminary data obtained to
determine the potential of chlorine for use as a fish toxicant
indicate that even short exposures to  concentrations of less  than
0.1 mg/liter are lethal to young coho  salmon in natural  Michigan
surface waters (L. Allison, Michigan Department of Natural Resources,
personal communication).  Other toxicants such as chromates and
copper sulfate (used to combat algal problems in cooling facilities)
may also be present in the discharge water and have  a serious effect
on the aquatic environment.
             Heated effluents from power plant cooling systems will
be saturated or supersaturated with dissolved gases  and will  cause
the formation of emboli in fishes that will damage gills, eyes,
epidermis and other tissues and may be lethal.  Newly hatched white-
fish and lake herring larvae are highly susceptible  to damage from
supersaturation (T. Edsall, Bureau of Commercial Fisheries, personal
communication; J.  Reckahn, personal communication).   Larvae of other
Lake Michigan fishes are probably also susceptible,

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                                77
                         V.   EUTROPHICATION

     The general  effects of increased water  temperature  on  the
phytoplankton and other algae are known,  but are  not  well de-
lineated—particularly with respect to lakes.   Patrick  (1969)
stated:  "Blue-green algae will  increase  due to increased organic
load and/or to rise in temperature ....   In general,  the. blue-
green algae have more species that prefer temperatures  from 35°C
[95°F] upward, whereas the green algae have  a relatively large
number of species that grow best in temperatures  ranging up to
35°C [95°F] although some can grow at higher temperatures.   Most
of the diatom species prefer lower temperatures --that is, tem-
peratures below 30°C [86°F].  The natural  succession  of species
which we find is largely due to the fact  that species can out-
compete each other under varying temperature conditions. Of course,
other ecological  conditions also control  the kinds  of species which
we find present at various seasons of the year.  These  conditions
are light, nutrients, and so forth."  The synergistic effect of
increased temperature and increased nutrient concentration  sug-
gested by Dr. Patrick may be of particular concern  with respect
to present and projected conditions in Lake  Michigan.
     In Lake Erie, the most eutrophic of  the Great  Lakes, a suc-
cession of algal  pulses occurs each year.   Diatoms  appear first  in
late winter or early spring when temperatures begin to  rise above
freezing, following the winter period of  relatively little  algal
activity.  Diatoms reach their maximum at temperatures  of 35° F to

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                                 78
50°F.  When the temperature rises above 50°F, green algae become
dominant and remain dominant until  the temperature nears its
maximum of about 75°F.   Above 75°F blue-green algae appear, and
as the lake begins to cool, very large blooms frequently occur.
     The algal  succession as described above for Lake Erie has
not been generally observed in Lake Michigan, even though tem-
perature ranges are similar.  The reason for the difference is  that
Lake Erie is richer and more variable in nutrient content; algal
succession is not due to temperature alone,  but is the result of
temperature and adequate nutrient supply.   The response in Lake
Erie to artificial heat rise could be expected to be a change in
the time of the algal succession during the  warming season.
Pulses of diatoms, green algae, and blue-green algae would. prob-
ably occur earlier than would be expected naturally.  In addition,
artificial warming would lengthen the period of dominance of
blue-green algae by simply sustaining temperatures above 70°F for
a longer period.
     In Lake Michigan,  however, indications  are that nutrients  in
the inshore waters are  approaching levels  commonly found in the
central basin of Lake Erie.  Lake Michigan inshore waters receive
a substantial and increasing load of nutrients in the form of
nitrogen, phosphorus, and other fertilizing  agents from domestic
effluents and agricultural runoff.   Therefore, it can be expected
that the inshore waters of Lake Michigan, if nutrients are not
sufficiently controlled, will attain conditions of algal production

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                                 79                      90

similar to those in Lake Erie.   When these conditions  are reached,
temperature becomes a very important factor.   Dominance  of green
and blue-green algae will  become more frequent and persistent.
Blue-green algae, which are especially responsive  to higher tem-
peratures, will become more prolific in direct proportion to
temperature increase.  Stoermer and Yand (1969)  reported that,
although the dominant phytoplankters in Lake  Michigan  are still
diatoms, the numbers of taxa that are associated with  degradation
of water quality have increased, and that a number of  species which
were able to thrive only in the naturally enriched areas near shore
and in estuaries are now found in some areas  of the open lake.  They
stated:  "Consideration of distribution and relative abundance  of
the major components of the plankton flora leads one to- the conclusion
that Lake Michigan is probably at the present time about at the 'break
point1 between rather moderate and transient  algal nuisances,  largely
confined to the inshore waters, and drastic and most  likely irreversible
changes in the entire ecosystem."  Temperature increases, whatever the
amount, will tend to promote these undesirable changes,  especially in
inshore waters.
     C. L. Schelske and Stoermer, in the abstract  of a paper entitled
"Depletion of Silicon and Accelerated Eutrophication  in  Lake Michigan,"
presented at the meetings of the American Society  of Limnology and
Oceanography in August 1970, have commented further on this.  They
stated:  "During the past 30 years, the relative abundance of diatom
species commonly associated with degradation  of water quality has

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                                 80                             91

increased.  In the summer of 1969, the plankton diatoms comprised
less than 10 percent of the phytoplankton in samples from the southern
part of the lake, which was a significant deviation from previous
years when the diatoms comprised at least 65 percent of the phyto-
plankton	 The evidence compared with data from Lake Erie
and Lake Superior suggests that accelerated eutrophication in Lake
Michigan is rapidly approaching the point of a severe environmental
change in which the diatom flora will be reduced or replaced by green
and blue-green algae."  The overall  effect of heated discharges will
be to reinforce an increase in warmwater algal species at the expense
of more desirable coldwater species.
     Hawkes (1969) cited the work of Poltoracka-Sosnowska (1967) in
which the phytoplankton was compared among three Polish lakes having
different temperature ranges:
     "Lichen Lake received thermal discharges from the electricity-
generating stations at Kom'n and had a temperature range of 7.4 C
[45.3°F]  to 27.5°C [81.5°F].  Slesin Lake was not influenced by
thermal discharges and had a temperature range of 0.8°C [33.4°F] to
20.7°C [69.3°F].  The third lake was only slightly influenced by
thermal water.   It was found that Lichen Lake, the warmest lake,
supported the  richest phytoplankton flora:  285 forms; and Slesin
Lake, the least  number:  198.  In contrast with the other lakes, the
phytoplankton  flora of Lake Lichen was comparatively constant.  It
was observed that, as the temperature of Lichen Lake rose, the numbers
of phytoplankton species increased.  The characteristic dominant forms

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                                 81                       92

in Lichen Lake were the diatom Melosira granulata and the blue-
green alga, Microcystis aeroqinosa.   These two algae are charac-
teristic of eutrophic situations.  In the cold water of Lake Slesin,
the diatom Stephanodiscus astraea (an oligotrophic form) was dominant.
     "Ratalas (1967) compared the productivity of Lichen Lake with
that of a natural cold-water lake in the same lake system.  It was
found that the primary productivity  of the heated lake (7.3 g/m^/d)
was almost twice that of the cold lake, 3.75 g/nfVd.  Secondary
productivity in the form of phytophagous Crustacea and rotifers was
4.5 g/m2/d in the heated lake, compared with 1.06 g/m2/d in the
unheated lake."
     The rate of eutrophication is controlled primarily by nutrient
supply and water temperature.  Either can be a limiting factor to
productivity.  Nutrient control measures are being undertaken at
municipal and industrial effluent outfalls on a lake-wide basis;
however, many diffuse sources of nutrients are not now amenable  to
control (e.g., agricultural and urban runoff and sediment erosion).
Waste heat inputs, on the other hand, are entirely "point" sources
and, on an overall basis, can be controlled much more efficiently
that can nutrients.  Thus, the control of waste heat provides greater
assurance that the expensive productivity-limiting objectives of
nutrient control will be attained.

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                                 82
            VI.   ECOLOGICAL RAMIFICATIONS OF THE ADDITION
                     OF WASTE HEAT TO LAKE MICHIGAN

A.   INTRODUCTION
     Details of the resource, the mechanism and projected magnitude
of waste heat input, and pertinent interactions of aquatic life and
temperature have been reviewed in earlier sections.   It is the pur-
pose of the present section to examine the ecological  ramifications
of waste heat addition to Lake Michigan.   The effects  of individual
plumes on aquatic life at specific sites  are discussed, as well as
the broader lake-wide aggregate effects of the projected waste heat
rejection that would result from once-through cooling  in coming
decades.

B.   GENERALIZED PLUME IMPACT
     Unless a discharge is located sufficiently far from shore and
in deep water, waste heat will under normal  lake current conditions
frequently be carried to the beach water  zone, where the ecological
impact will be essentially the same as that of a shoreline dis-
charge.  For this reason, attention is focused primarily on shore-
line point and jet discharges.
     A single plume, depending principally on effluent volume and
temperature, will exert a thermal influence over a significant lake
area.  For example, the "dilution only" model study.for the  Davis-
Besse Nuclear Plant i-ndicated that the plume for an 18°F temperature

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                                83                          94

rise would at equilibrium cover 28 square  miles  to  the  2°F  isotherm
and 373 square miles  to the 1°F isotherm  (Table  14).  Thus,  organisms
in substantial areas  of the inshore  waters would be exposed  to  the
biological influence  of the unnaturally warmed water.
     A more extensive variation of a single  plume ecological  effect
is the situation where two or more waste  heat discharges  are close
enough to interact.   An additive effect will cause  the  thermal
ecological impacts from the interaction to be more  intense  than if
only one heat source  existed.
     The once-through cooling process will thermally shock  and
physically jar adult  fish, fry, and  plankton.  Physical  damage  occurs
against fish screens, internal piping, and intake structures.  Industrial
and power operations  also frequently add  algicides  to cooling water  with
resultant adverse effects on organisms.   It  is desirable to relate this
once-through cooling  damage to the large  volume  of  water required for
a single plant.  A 600 cfs effluent  would require 142 billion gallons
of lake water per year and a 3500  cfs effluent,  826 billion gallons.
In the course of an operational year, a proportionately large amount
of plankton would be  destroyed or  placed  under  unnatural  stress.
     There will frequently be a sector which will exhibit temperatures
sufficiently higher than ambient lake temperatures  to be lethal or
immobilizing to nearly all species in Lake Michigan.  The size of the
sector so affected depends, among  other things,  upon the discharge
temperature and velocity, lake current velocity, and tolerances of
specific organisms.  Intolerant organisms of all life stages must

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                                84
avoid this sector or suffer stress  or mortality;  thus  they  are
prevented from normal  habitation or utilization of this  zone.
     There will also be a heated sector adjacent  to the  one
nearest the outfall  that is not lethal, but from  time  to time
actually attracts certain species of fish.   Angling success is
reputedly sometimes  improved in such sectors.   The vicinity of
the plant outfall will from time to time be "flushed"  by storms
and upwellings; the  frequency of such occurrences is  discussed
in section II.  The  physical dynamics are not  clearly  understood
but the mixing will  predictably occur—sometimes  with  great
rapidity and accompanied by sharp drops in temperature in the
area of the thermal  discharge.  At such times, fish attracted by
the warm water and acclimated to it are exposed to stress.   Such
stress can be sufficient to cause fish mortalities, as happened
at the Campbell Plant near Port Sheldon, Michigan, in  August 1968.
It is suspected that a similar stress condition might  occur when
the heat source is shut off, as when a power plant goes  off line.
     An unnatural, three-dimensional continuum of temperature
decrease extends from the warmest water at the discharge out to
where the lake mass  exhibits ambient temperatures.  Within  this
continuum of thermal influence of the plume, the  waste heat will
directly and indirectly influence life processes  of fishes, in-
cluding feeding rate, maturation, growth, spawning, incubation,
vulnerability to predation, hatching, and larval  development.

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                                 85                           96


Adverse physiological  effects  will  result when  optimum thermal  limits
for a particular life  process  are exceeded in the  plume;  these  in-
fluences will generally increase in subtlety with  distance  from the
discharge.  Evidence discussed in section II indicates that only
slightly elevated temperatures, properly timed  and sufficiently long,
can be critical in the various life history stages of Lake  Michigan
species.  The evidence also indicates that adverse thermal  limits
are already approached by existing water temperature  regimes;  and
that in warmer years,  the lake temperatures may for several species
already exceed these limits.  For example, Lake Michigan  temperature
regimes may now be at borderline limits for optimum growth, repro-
duction, and/or survival of yellow perch, whitefish,  lake trout, lake
herring, alewives, and coho salmon.  Thus, it  appears that  artificial
heating would aggravate and intensify existing  critical adverse effects
and perhaps create new ones.  Particularly in warmer  years, temperature
increases induced by waste heat would detrimentally affect  these species
or reduce their habitat in the area influenced  by  the plume.
     An extensive zone of thermal influence would  affect the species
composition of algae and bacteria, in favor of  species preferring
higher temperature; for example, green and blue-green algae would be
favored over diatoms.   Such a localized eutrophication effect is
particularly important in lake zones where nutrient concentrations  are
h i gh.

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                                 86
                                                                    97
     In addition to "flushing" in the actual  vicinity of the discharge,
the entire area influenced by waste heat will  also be purged from time
to time with colder lake water.   Since the addition of waste heat
serves to "inflate" local natural temperatures in the shallow water
environment, one resultant net effect is to exaggerate the natural
temperature extremes caused by the flushing out process and thereby
complicate ecological  adjustments to the extremes.

C.   POTENTIAL IMPACT OF CUMULATIVE WASTE HEAT
     Assuming the once-through cooling technique, the projected year
2000 situation in which 431 billion Btu/hr of  waste heat would be
discharged to Lake Michigan requires a more general  approach to
ecological evaluation.  The number of discharges under such a situation
is unknown, although estimates as high as 100  have been advanced.
Several definite impacts are recognizable, if  not quantifiable.
     It has been demonstrated that waste heat  addition in coming decades
could significantly raise the temperature in extensive areas of the
inshore waters, particularly the beach water zone.   Waste heat from
individual shore discharges are  capable of thermally influencing many
miles of lake shore.  As the frequency of discharges along the shore
increases, many plumes would eventually be so  close together that their
effects would merge.  With the magnitude of projected waste heat, it is
not difficult to envision a very sizable proportion of the beach water zone
and certain adjacent waters physically affected by artificial temperature
increases.

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                                87                             98
     The aggregate influence of waste heat  from increasing  numbers  of
plants around the perimeter of the lake would  proportionately  magnify
the unnatural effects on fish and other aquatic organisms caused  by a
single plume.  Where several plants would exist in  proximity,  ecological
problems would be intensified with interaction of their  thermal zones
of influence.
     Under such warmed conditions and in those areas where  nutrients
are approaching critical levels, changes toward increased eutrophication
would be expected.  The increased eutrophication would be evidenced by
dramatic increases in blue-green algae.
     Extensive areas of waste heat influence would  also  favor  species
of bacteria tolerant of relatively high temperatures.  Under certain
conditions, the warming influence would assist in proliferating both
the abundance and toxin production of Clostridium botulinum type  E
during summer and fall, and increase the probability and magnitude  of
mass dieoffs of shore and water birds.
     Finally, projected once-through cooling water  requirements of
91,000 cfs for year 2000 would require a volume of  lake  water  equal to
roughly 1 percent of the beach water zone daily, or 2.15 trillion
gallons per year.  On the basis of shear volume of  water used, thermal
and physical damage to aquatic organisms by once-through cooling  could
be expected to reach considerable ecological  significance.

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                                                                   99
                         VII.   CONCLUSIONS

(1)   The inshore  zone  is  in  many  respects the  most  important portion
     of Lake Michigan.   It  is  the most  used  by man  and  is the most
     biologically productive.
(2)   At times very large  percentages  (up to  virtually 100 percent)
     of the waste heat  discharged to  the lake  are diffused  into  the
     beach water  zone;  and  studies  of model  plumes  indicate that the
     influence of the  heated water from a single discharge  can cover
     many areal miles  of the lake.
(3)   Assuming that once-through cooling water  requirements  in the year
     2000 will result  in  the discharge  on the  magnitude of  431 billion
     Btu/hr of waste heat into Lake Michigan,  a significant artificial
     thermal load would be  added  to the beach  water zone.   Since this
     waste heat load would  equal  a significant percentage of the
     natural rate of heat input,  it is  not difficult to envision
     resultant physical warming of a  large proportion of the beach
     water zone and certain  adjacent  waters.
(4)   Heated plumes alter the natural  habits  of fish, exclude them from
     discrete areas of heated  water near shore, and produce the  hazard
     of stress and mortality in the event of rapid  cooling.  The plumes
     also create  a broad  area  of  thermal influence  in inshore waters,
     which in an  unnatural  manner influences critical life  history
     stages of fish and other  aquatic organisms in  the  vicinity  of the
     discharge.   Evidence indicates that for several fish species,

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                                89
                                                                  100
     critical  life  history stages are adversely affected.  Further-
     more,  during warmer  seasons, the waste heat accelerates the
     eutrophication process over and probably outside the discharge
     vicinity,  which is an undesirable effect in oligotrophic Lake
     Michigan.   The added heat  also alters the normal species com-
     position  of algae during cooler seasons, and improves conditions
     for the  development  of Clostridium botulinum type E bacteria
     during warmer  seasons.
(5)   On the basis of available  evidence,  the practice of once-through
     cooling,  regardless  of any temperature standard (except virtually
     no heat  addition), will impart the bulk of waste heat to the lake
     mass for  an ecologically significant period of time.  In other
     words, a  1,000-cfs discharge 5°F above the ambient temperature
     will transmit  essentially  the same amount of heat into the lake
     as a 250-cfs discharge with a 20°F rise, and for essentially the
     same length of time.  It follows that, regardless of any number
     standard,  the  magnitude of ecological impact of the heat would
     be on  the  same order (disregarding more direct effects, such as
     fish mortalities near the  discharge, which may perhaps be avoided
     by more  thoroughly diluting the effluent).
(6)   If the projected amount of waste heat is an amount sufficient to
     impart ecological damage to the lake, the only available alter-
     native is  to restrict the  addition of waste heat to that level
     which  will  minimize  or avoid damage.

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                                90                              101
(7)   The  timing  of natural  events  is essential for the perpetuation
     of Lake  Michigan  coldwater  aquatic  life  that has evolved as a
     result of natural  selection.  Any waste  heat influence which
     would interfere with  this natural timing places the survival of
     this aquatic life in  jeopardy.  Evidence presented in this
     report indicates  that only  slightly  elevated temperatures, if
     properly timed and sufficiently long,  can be critical in the
     life history stages of Lake Michigan species.
(8)   Assuming the projected year 2000 cooling water requirement of
     91,000 cfs  and once-through cooling, an  amazing water volume
     equal to 1.1 percent  of the peach water  zone volume would be
     passed through the cooling  systems  of  power generating plants
     daily (4.4  percent per day  for  the  Chicago-Gary sector).  An
     unquantified, but significant,  amount  of physical and thermal
     damage would occur to plankton, eggs,  larvae and juvenile fish.
     Prevention  of this damage can be achieved by simply avoiding the
     technique of once-through cooling.   Such an objective can be
     readily  achieved  by the use of  closed  cooling systems.
(9)   Rate of  eutrophication is controlled primarily by nutrient supply
     and  water temperature, either of which may  limit productivity.
     Since nutrient levels in certain  areas of Lake Michigan  are  now
     approaching critical  levels,  a  lake-wide shallow water warming
     influence would contribute  to accelerating  eutrophication.
     Therefore,  the careful control  of waste  heat  provides  greater

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                                  91                             102
      assurance that the  productivity-limiting objectives of  the
      immensely expensive lake-wide pollution control program will
      be attained.
(10)  Environmental  influences  in Lake Michigan which are detrimental
      to the  species  characteristics of large northern lakes pose a
      serious  threat to the United States-Canadian sea lamprey control
      program, the  State-Federal lake trout restoration program, the
      coho and chinook salmon sport fisheries, alewife control, and
      other fishery programs.   Potential lake-wide effects of waste
      heat discussed in this report are considered to constitute such
      a detrimental  environmental influence.
(11)  On the  basis  of the above points, it is concluded for ecological
      reasons  that  no significant discharge of waste heat into Lake
      Michigan should be  permitted.

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                               92
                    VII.  LITERATURE CITED
                                                                103
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Edsall, T. A.  and  P. J.  Colby.   1970.  Temperature tolerance of young-of-
     the-year cisco (Coregonus artedii).   Transactions  of the American
     Fisheries Society,  vol.  99, pp.  526-531.
Einsele,  Wilhelm.   1966.   Problems of fish-larvae survival  in nature  and
     the  rearing of economically important middle European  freshwater
     fishes.   California  Cooperative  Oceanic Fisheries  Investigations 10,
     pp.  24-30.
Emery, A. R.   1970.  Fish and crayfish mortalities due  to an internal
     seiche  in Georgian  Bay,  Lake  Huron.   Journal  of the  Fisheries Research
     Board of Canada,  vol.  27, pp.  1165-1168.
Faber, D. J.   1970.  Ecological  observations of  newly hatched lake whitefish
     in South Bay, Lake  Huron, pp.  481-500.  In:   C.  C.  Lindsey and C.  S.
     Woods  (eds.), Biology of Coregonid Fishes.   University of  Manitoba
     Press,  Winnipeg.

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                               96                               107
Federal Water Pollution Control Administration.  1968.  Physical and
     chemical quality conditions, water quality investigations, Lake
     Michigan Basin, Great Lakes Region, Federal Water Pollution Control
     Administration, Chicago,  Illinois, 81 pp.
Ferguson, R. G.  1958.  The preferred temperature of fish and their
     midsummer distribution in temperate lakes and streams.  Journal  of
     the Fisheries Research Board of Canada, vol. 15, no. 4, pp. 607-624.
Ferguson, R. G.  1965.  Bathymetric distribution of American smelt Osmerus
     mordax in Lake Erie.  Great Lakes Research Division, University of
     Michigan, Publication 13, pp. 47-60.
Frey, D. G.   1955.  Distributional ecology of the cisco (Coregonus artedii)
     in Indiana.  Investigations of Indiana Lakes and Streams, vol. 4,
     no. 7,  pp. 177-228.
Hart, J. L.   1930.  The spawning and early life history of the whitefish,
     Coregonus clupeaformis (Mitchill), on the Bay of Quinte, Lake Ontario.
     Contributions to Canadian Biology and Fisheries (N.S.), vol.  6,
     no. 7,  pp. 165-214.
Hawkes, H.  A.  1969.   Ecological  changes of applied significance induced
     by the  discharge of heated waters.  In:  F. L. Parker and P.  A.
     Krenkel (eds.),  Engineering Aspects of Thermal Pollution, Vanderbilt
     University Press.
Hile, Ralph, George F. Lunger, and Howard J. Buettner.  1953.  Fluctuations
     in the  fisheries of State of Michigan waters of Green Bay.   U. S.
     Fish and Wildlife Service, Fishery Bulletin, vol. 54, pp. 1-34.

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                               97                               108
Hoopes, John A., Robert W.  Zeller,  and Gerard  A.  Rohlich.   1968.   Heat
     dissipation and induced circulations  from condenser cooling  water
     discharges into Lake Monona.   Engineering Experiment Station.
     University of Wisconsin, Report No.  35,  204  pp.
Huang, C.  K.  1969.   The thermal  current  structure in  Lake Michigan.
     Great Lakes Research Division, University of Michigan, Special
     Report No. 43,  169 pp.
John, Kenneth R.  1956.  Onset of spawning activities  of the shallow water
     cisco, Leucichthys artedi (LeSueur),  in  Lake Mendota, Wisconsin,
     relative to water temperatures.  Copeia,  1956,  no.  2, pp.  116-118.
Kennedy, V. S.  and J.  A.  Mihursky.   1967.   Bibliography  on the  effects
     of temperature  in the aquatic  environment.   University of  Maryland
     Natural Resources Institute,  Contribution no.  326.
Kinne, Otto.  1963.   The effects  of temperature and  salinity on marine
     and brackish water animals.   I.  Temperature.   Oceanographic  Marine
     Biology, Annual Review, vol.  1, pp.  301-340.
Krenkel, Peter A., and Frank L.  Parker (eds.).  1969.  Proceedings of the
     National Symposium on Thermal  Pollution,  sponsored  by the  Federal
     Water Pollution Control Administration and Vanderbilt University,
     Portland,  Oregon, June 3-5,  1968. Vanderbilt University Press,
     407 pp.
Krezoski,  John  R.  1969.   Benton  Harbor Power  Plant  Studies, Part  III.
     Some  effects of power plant  waste heat discharge  on the ecology  of
     Lake  Michigan.   Special Report No. 44 of  the Great  Lakes Research
     Division,  University of Michigan, Ann Arbor,  47 pp.

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                               98                                    109
Patrick, Ruth.   1969.   Some effects  of temperature  on  freshwater  algae.
     In:  F.  L.  Parker and  P.  A.  Krenkel  (eds.),  Biological  Aspects  of
     Thermal  Pollution, Vanderbilt University Press.
Poltoracka-Sosnowska,  J.   1967.   Composition  by species  of  phytoplankton
     in the lakes with normal  and artificially raised  temperatures.
     Summary Reports on 7th Polish Hydrobiologists'  Congress in Swinoujscie
     (September 1967).
Price,  John W.   1940.   Time-temperature relations in the incubation  of  the
     whitefish, Coregonus clupeaformis (Mitchill).  Journal  of General
     Physiology, vol.  23, pp.  449-468.
Pritchard, Andrew L.  1930.  Spawning habits  and  fry of  the  cisco
     (Leucichthys artedi) in Lake Ontario.   Biological Board of Canada,
     Contributions Canadian Biology  and Fisheries,  N.  S., vol. 6  (1930),
     no. 9, pp.  227-240.
Pritchard - Carpenter  Consultants.  1969.   Predictions of the distribution
     of excess  temperature in Lake Erie resulting from the  discharge of
     condenser  cooling water from the Davis-Besse nuclear power station.
     40 pp., 5  figs.
Pritchard - Carpenter Consultants.  1970.   The effects of longshore  currents
     on the distribution of excess temperature in Lake Erie adjacent to
     the Davis-Besse nuclear power station.   16 pp.,  5 figs.
Raney,  Edward C., and  B.  W. Menzel.   1969.   Heated  effluents and  effects
     on aquatic life with emphasis on fishes.  A Bibliography.  Cornell
     University Water  Resources and  Marine  Sciences Center,  Philadelphia
     Electric Company, and Ichthyological Associates,  Bulletin  No.  2, 470  pp.

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                               99                              110
Lawler, G. H.   1965.   Fluctuations  in the success  of year classes of
     whitefish populations with special  reference  to Lake Erie.   Journal
     of the Fisheries  Research  Board  of  Canada,  vol.  22,  no.  5,
     pp.  1197-1227.
Merriman, Daniel.   1935.   Squam Lake  trout.   Bulletin Boston  Society of
     Natural  History,  no.  75, pp. 3-10.
Mihursky, J.  A.  and J.  B.  Pearce (Cochairmen).   1969.   Proceedings of
     the Second  Thermal  Workshop of the  U.  S.  International Biological
     Program,  Chesapeake Science, vol. 10,  nos.  3  and 4,  pp.  125-341.
MiIner, James  W.  1874.   Report on  the fisheries of  the Great Lakes; the
     result of inquiries prosecuted in 1871  and  1872.   U.  S.  Fish
     Commission  Report,  Part II, pp.  1-78.
Monti, Rina.   1929.  Biologia dei coregoni  nei laghi  nostri e 1'introduzione
     dei  coregoni.   Institute di Anatomia Comparata  della R.  Universita di
     Milano,  Rivista di  biologia, vol. 11,  fasc. 3-4 e 5-6, pp.  1-19.
Morgan, Raymond  P.,  II,  and Raymond G. Stress.   1969.   Destruction of
     phytoplankton  in  the cooling water  supply of  a  steam electric
     station.   Chesapeake Science,  vol.  10,  nos. 3 and 4, pp.  165-171.
Palmer, M. D.   1969.   Simulated thermal  effluent into Lake Ontario.
     Proceedings of the  12th Conference  on  Great Lakes Research, International
     Association for Great Lakes Research,  pp. 674-685.
Patalas, K.  1967.  Original and secondary  production of  plankton in the
     lake heated by electricity power plant.   Summary reports of 7th
     Hydrobiologists'  Congress  in Swinoujscie (September  1967) as quoted
     by Hawkes,  H. A.  1969.  Ecological  changes  of applied significance
     induced by the discharge of heated  waters.  JJK   F.  L. Parker and  P.  A.
     Krenkel  (eds.),  Engineering Aspects of Thermal  Pollution, Vanderbilt
     University Press.

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                               100
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      Lindsey and C. S. Woods (eds.), Biology of Coregonid Fishes, University
      of Manitoba Press, Winnipeg.
 Robinson, John G.  1969.  Fish mortality report Lake Michigan, Port Sheldon,
      August 29,  1968.  Field Report of Michigan Water Resources Commission,
      2 pp.
 Rodgers, G. K.   1968.  Heat advection within Lake Ontario in spring and
      surface water transparency associated with the thermal bar.  Proceedings,
      llth Conference on Great Lakes Research, International Association for
      Great Lakes Research, pp. 480-486.
 Rondy, Donald R.  1969.  Great Lakes ice atlas.  U. S.  Lake Survey
      Research Report 5-6, Detroit, Michigan, 7 pp.
 Royce, James S.  1936.  Collecting eggs from lake trout in New York lakes.
      Fish Culture, 2 pp.
 Royce, William F.  1951.  Breeding habits of lake trout in New York.  U. S.
      Fish and Wildlife Service, Fishery Bulletin, vol. 52, pp. 59-76.
 Smith, Stanford H.  1956.  Life history of lake herring of Green Bay,
      Lake Michigan.  U. S. Fish and Wildlife Service, Fishery Bulletin,
      vol.  57, pp. 87-138.
Stoermer, E.  F., and J. J. Yang.   1969.  Plankton diatom assemblages in
      Lake Michigan.  Great Lakes Research Division.  University of
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      Irondequoit Bay,  New York.  Transactions of the American Fisheries
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                              101

Sundaram, T. R., C. C. Easterbrook, K.  R.  Piech, and G.  Rudinger.   1969.
     An investigation of the physical  effects of thermal  discharges into
     Cayuga Lake (analytical study).   CAL  Report No. VT-2616-0-2.   Cornell
     Aeronautical Laboratory, Inc., Buffalo, N.  Y., 306  pp.
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     of the Interior, Fish and Wildlife Service, Special  Report,  188 pp.
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     County, Michigan.  Michigan Department of Conservation, Institute for
     Fisheries Research, Report No. 948, 33 pp.
Weatherly, A. H.  1963.   Zoogeography of Perca fluviatilis (Linnaeus) and
     Perca flavescens (Mitchill) with special reference  to high temperature.
     Proceedings of the  Zoological  Society of London, vol. 141, no. 3,
     pp. 557-576.
Welch, E. B. and T. A. Wojtalik.  1968. Some effects of increased water
     temperature on aquatic life.   Biology Section, Tennessee  Valley
     Authority, Division of Health  and Safety, Water Quality Branch,
     Chattanooga, Tennessee, 48 pp.
Wells, L.  1968.  Seasonal depth distribution of fish in  southeastern
     Lake Michigan.  U.  S. Fish and Wildlife Service, Fishery  Bulletin,
     vol. 67, no. 1, pp. 1-15.

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                                                      113



                     Y. M. Barber


          MR. BARBER:  Report preparation has been a


cooperative effort of the Bureau of Commercial Fisheries,


Bureau of Sport Fisheries and Wildlife, and the Federal


Water Quality Administration.  The principal scientific


input came from the Great Lakes Fishery Research Labora-


tory at Ann Arbor, Michigan, although specific inputs


have come from diverse sources.  The Ann Arbor installa-


tion is and has been since the early 1920's the Federal

         ./
Governments  principal biological research facility


concerned with the Great Lakes.  The scientists of this


laboratory called attention to the pollution problems of


the Great Lakes more than 15 years ago before most of the


telltale symptoms were obvious to the public.  These men


have been increasingly involved in the problems of the


lakes and reflect a unique reservoir of knowledge and


experience in the ecology of these waters.


          Since our principal topic is how waste heat


will affect Lake Michigan, I would like to review with


you briefly some of the physical dimensions of the lake.


Lake Michigan is 30? miles long and has a maximum width


of 113 miles in its northern basin and 75 miles in the


southern basin.  The shoreline is l66l miles and the


surface area is 22,400 square miles or 14,336,000 acres.


The maximum depth is 923 feet and mean depth is 26? feet.

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                                                      114





                     Y. M. Barber



Volume of the lake is 1,170 cubic miles.



          Of special interest to these discussions are



figures related to the shoreline waters of the lake.



Two areas have been delineated.  The first we call the



"inshore zone," which consists of the waters extending



from the shore to the 100-foot depth contour,,  The width



of this area ranges from 1.04 miles in the Grand Traverse



area to 6.21 miles in the Chicago-Gary area with an



average width of 3 miles for the entire lake shore.  The



surface area of this inshore zone is 5,040 square miles



or 22.5 percent of the total lake.  The volume is 46.6



cubic miles or 4.1 percent of the total lake volume.



          The "beach zone" is that portion of the "inshore



zone" which extends from the shore out to the 30-foot



depth contour.  This zone varies from one-third of a



mile wide in the Grand Traverse area to 2 miles in the



Chicago-Gary area with an average width of just under



1 mile around the lake.  The surface area of the beach



zone is 1,677 square miles (1,073,000 acres) or about



7.5 percent of the total lake area.  The volume of the



beach zone is 4.8 cubic miles, only about 0.40 percent



of the total volume of the lake.



          In developing the report, present and potential



waste heat input was estimated for municipal sewage and

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                                                      115






                     Y. M. Barber




steel manufacturing as well as for power generation.



However, the bulk of this waste heat projection is from



the latter source and, therefore, it is the prime item



of our discussion.  For the sake of comparing cooling water



discharge volumes, we have converted estimates of B.t.u.



per hour into cooling water flows expressed as cubic feet



per second at a temperature rise over intake of 20 degrees



Fahrenheit.



          The estimates of power generating capacity



likely to be installed on Lake Michigan now and at various



intervals through the year 2000 are in line with the



generally accepted rule of thumb that generating capacity



will about double each 10 years.  The installed capacity



in 196$ on Lake Michigan was 7,600 megawatts, all of



which was fossil-fueled except one 75 megawatt nuclear



plant.  In the year 2000 the estimates are 73»500



megawatts capacity of which 43,934 megawatts would be



nuclear.



          The output of waste heat by these power facili~



ties when operating at 100 percent of capacity is



estimated to be 29.$5 billion B.t.u. per hour in 196&



and 414.67 billion B.t.u. per hour in the year 2000, an



increase of almost 14 times in 32 years.  When translated



into volumes of cooling water raised 20 degrees Fahrenheit

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                                                       116




                      Y.  M. Barber



 it equals 6,600 cubic feet per second in 196$ and 91»000



 cubic feet per second in the year 2000.



           To gain some perspective for the volumes of



 water and heat that we are talking about, 91»000 c.f»s.



 is equal to l#2,000-acre feet per day or 66 million acre



 feet per year.  The latter figure is comparable to the



 volume of water in the top 4«6 feet of water over the



 whole 14.3 million acres of the Lake Michigan surface.



           Early in the preparation of this paper it



 became obvious that there is less than unanimity in the



 view of engineers, hydrologists, physical limnologists,



 and others as to the behavior and fate of waste heat



 discharged to the lake.   Some implied an almost immediate



 loss of most of the waste heat to the atmosphere from



 the plume area on the lake surface, but others concluded



 that significant amounts of waste heat would be mixed



 into the lake waters and retained for some period of time,



           Now, ladies and gentlemen, at this point, I



 would like to interrupt  my address to present a statement



 for the record in order to clarify what has apparently



 been an editorial error on page 46 of our report.  I


                                 •k
 would like to read this  for you.'*



          "Some of the conclusions reached on page 1+6 are



 in error due to editing problems.  There it is inferred



*f, lard lie at ion statement.

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                                                      117
                     Y. M. Barber



that the bulk of the heat discharged to the lake is



retained by the lake.  In order that a plume of excess



heat not grow continuously with time a balance must exist



between the heat added from the source and that lost.



The principal cause of loss is by exchange at the air-



water interface.  It was shown that as the excess temper-



ature approaches ambient (i.e., at about 2 degrees



Fahrenheit and less above ambient) that the process of



atmospheric cooling becomes dominant over temperature



decreases due to entrainment and turbulent diffusion.



        " Table 14 and the other examples were simply



meant to convey the distinction between a substance which



doesn't decay with time (hence, whose concentration is



changed locally by entrainment, advection and diffusion)



and one which does (where the additional process of



atmospheric cooling takes place).  A nondecaying sub-



stance discharged continuously would gradually fill the



receiving body of water; a decaying substance, however,



can come into equilibrium with the receiving water in



the vicinity of the source.  However, the area enclosed



by, say, the one degree Fahrenheit excess temperature



isotherm will vary widely with local meteorological



and limnological conditions.



        " This does not alter the important conclusion

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                     I. M. Barber




of subsection 2c that under some conditions large




percentages of the discharged waste heat are added to




the water mass of the lake.  Neither are the conclusions




of ecological impact in any way altered since the mis-




interpretation occurred during the editing phases of




report preparation and was not involved in the determina-




tion of ecological effects."




          I hope that this will clarify what has been




expressed as concern at this point.




          MR. STEIN:  Mr. Barber, can this be supplied



to the conferees in writing?




          MR. BARBER:  Yes.  We have copies available.




Would you like it now or at the conclusion?



          MR. STEIN:  It doesn't matter.  Why don't you




distribute these now to the conferees? (See line 24, page 116.)



          MR. BARBER:  After some consideration, it was



evident that under certain conditions large amounts of



heat from discharge waters would become mixed with the




lake waterso  Under these conditions, discharges involving




thousands of second feet of water heated several degrees




above receiving water temperatures can be expected to




form extensive plumes.  Under severe conditions these




plumes can extend for miles and their location and extent




will vary with the conditions.

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                                                      119





                     Y. M. Barber



          With variations of wind, current, and tempera-



ture, individual plumes can be expected to effect



significant areas of beach zone water on each side of



a shoreline or near shore discharge.  Considered



collectively, the total number of such discharges would



have impact along a major part of Lake Michigan's 1,661



miles of shoreline.  More especially, most of the beach



zone could be affected at the south end of the lake



where it is widest and where the greatest amount of



generating capacity is expected to concentrate.



          The fishery resources of Lake Michigan have



undergone substantial and devastating changes in recent



decades.  Beginning with the effects of habitat changes



and possibly overfishing some species declined.  The



advent of the sea lamprey and the alewife through man-



made navigation projects resulted in a major reduction



in the desirable native Lake Michigan species.  However,



extensive programs are now under way to control the sea



lamprey and success is being obtained.  Stocking of lake



trout, coho salmon, and other species is resulting in



development of extensive and much sought after sport



fisheries.  Continuing management efforts will result



in further great improvement of the native species such



as lake trout, whitefish, walleye, yellow perch, chubs,

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                                                       120
                      T. M.  Barber




and others, as well as the introduced desirable exotics



such as salmon and trout.   The continued existence of



present fisheries and the  further development of the



vast potential of Lake Michigan is  dependent upon main-



taining beach water and inshore areas as well as the open



lake in conditions suitable for their healthy existence.



          The beach water zone constituting the shallows



of the lake are vital areas for fish life.  Nearly every



important fish species of the lake, both native and exotic,



uses the beach water zone  at some phase of its life cycle.



Most species spawn there,  some of them in depths of less



than 15 feet.  These species include the whitefish, lake



trout, yellow perch, lake herring,  and others.  These areas



are also the vital nursery areas for the larvae and juveniles



of many species.  The eggs of some species of fish have



prolonged incubation periods and are present throughout



most of the winter on the bottom of the beach water zone.



          The recently introduced coho salmon pass through



the inshore waters in their natural migrations to ascend



rivers.  The most important harvest of these fish is the



popular sport fishery which take place as the adults



converge in the inshore zone for movement into the streams..



          Warming of the beach and inshore zones can affect




the various fish populations in a variety of ways.  It may

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                                                      121






                     I. M. Barber



exclude the fish from important units of shallow water



habitat.  It may prevent development of sex products,



prevent spawning or prevent hatching when spawning does



occur.  It may cause hatching of young into a hostile



environment when proper food organisms are lacking.



Movement into or out of thermal plumes by adults or



juveniles, or exposure of less motile forms to shock



by wandering plumes, upwellings or cessation of plant



operations may cause death by thermal shock or stress



which affects coordination, leaving the individual



vulnerable to predators.



          However, effects upon fish life will not



necessarily be manifested in the form of massive numbers



of dead fish.  Eggs resorbed by a gravid adult as a



result of temperature changes, or eggs or larval stages



which are destroyed, can be critical for a population,



yet such effects are sometimes near impossible to



determine in the field and are most clearly shown in



the laboratory.  Such insidious effects are much more



likely than conspicuous kills of adult fish windrowed



on the beach.



          Some parts of Lake Michigan may already be



too warm for some species; further warming would place



additional pressures on their survival.

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                                                      122





                     Y. M. Barber



          Alewives use both inshore and open lake waters



and warming of inshore waters may facilitate its spawning



activities.  The alewife is particularly vulnerable to



thermal shock, especially from sudden drops in tempera-



ture.  The incidence of alewife dieoff may be increased



by the presence of heated plumes within the inshore zone.



          With present projections, massive volumes of



lake water would pass through generating facilities under



once-through cooling in the year 2000.  Our data indicate



that a volume equal to over 1.1 percent of the beach water



zone of the entire lake would be passed through the power



plants dailyo  This statistic rises to an amazing 4.4



percent in the Chicago-Gary sector of the lake.



Plankton organisms, as well as eggs and larval stages



of fish are present, and damage to these important



organisms from thermal shock, as well as from the



physical impact of passage through the plant system,



can be expected to be of ecological significance.



          The recent trend of water quality in Lake



Michigan has been one of decline, both from alterations



of the watershed and from the discharge of pollutants.



While quality of the lake water is high by generally



accepted standards (excluding pesticides), there is a



significant loss of quality taking place.  Concentrations

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                                                      123
                     Y. M. Barber



of total dissolved solids are increasing by about 2



percent per decade and increased from 123 mg/liter in



1330 to 153 mg/1 in 1969.



          The rate of algal growth — and here we are



largely concerned with the eutrophication process — is



controlled primarily by nutrient supply and temperature.



Generally the diatoms reach their greatest abundance at



temperatures of 35 degrees Fahrenheit to 50 degrees



Fahrenheit.  Between 50 degrees Fahrenheit and 75 degrees



Fahrenheit the green algae become dominant and above



75 degrees Fahrenheit the blue-greens take over.  This



process has been quite obvious in Lake Erie where "algal



pulses*1 occur and very large blooms of blue-green algae



have appeared as the lake began to cool after exceeding



75 degree Fahrenheit temperatures.



          Even though temperature ranges in Lake Michigan



are quite similar to those of Lake Erie, these "algal



pulses" have been less generally observed.  The reason



is the lower level of nutrients in Lake Michigan waters.



However, indications are that the inshore waters of Lake



Michigan are approaching nutrient levels similar to



those of Lake Erie.



          The addition of waste heat to the waters of



Lake Michigan will contribute to and accelerate the

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                                                        12k
                      I. M. Barber




eutrophication process, beginning first in the inshore




waters but extending as well to the open waters if nutrient




levels and temperatures are increased.  Even relatively




small increase in inshore temperatures can be expected to




alter algal composition in favor of the undesirable blue-




green algae.  At the expense of the more desirable cold-




water species, the periods of dominance by the undesirable




forms will be lengthened.



          An additional possible effect of warming of




lake waters, especially in shallow waters of high nutrient




content, is the increase of bacterial growth.  Almost




every year some loss of bird life is suffered from botulism




on Lake Michigan.  Under certain conditions, a warming




influence would assist in proliferating both the abundance



and toxin production of Clostridium botulinum type E



during summer and fall, and increase the probability and



magnitude of mass ctieoi'fsoi shore and water birds.



          In summary, the inshore zone is in many respects




the most important portion of Lake Michigan and is the




most used by man.  At times large percentages of waste




heat discharges are diffused into the beach water zone




of the lake.  Available information indicates the heated




water plumes may cover many square miles.  Present




projections indicate that the 196S power generating

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                                                        125
                     Y. M. Barber



cooling water requirements of 6,643 c.f.s. would by the



year 2000 be increased to 91,000 c.f.s.  The rate of



waste heat discharges from the major sources would be



increased from 40.43 billion B.t.u. per hour to 430



billion B.t.u. per hour, an increase of nearly eleven



times.



          Much of this waste heat would be introduced to



the important inshore waters.  This waste heat load would



on both an individual plume basis and as a total of many



plumes affect extensive areas of the beach and inshore



zones.  Critical life history stages of many species of



fish would be adversely affected to a serious degree.



          The eutrophication process would be accelerated



by the warming trends, especially where nutrients are



approaching the critical level.



          Even slightly elevated temperatures, when of



sufficient duration and coincident with critical life



history stages of Lake Michigan organisms,can have



devastating ecological impact.



          We, therefore, conclude that for ecological



reasons no significant discharges of waste heat into



Lake Michigan should be permitted.



          MR. STEIN:  Thank you, Mr. Barber.



          I understand you have some people here with you

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                                                       126





                     Y. M. Barber



who can answer questions*



          MR. BARBER:  Yes, we do.



          MR. STEIN:  Are there any comments or questions



from the conferees on Mr. Barber's statement?



          Mr. Currie.



          MR. CURRIE:  Yes0  First of all, Mr. Chairman,



I would like to request that questions from the public be



permitted as well as from the conferees.  We do this in



our proceedings before the Illinois Board and we find it



can be extremely helpful.



          MR. STEIN:  We indicated that questions from



the public would be permitted before we called this



meeting, and if you want to reiterate that as a request,



of course that is fine.  But we are going to do it.



          MR. CURRIE:  Thank you.



          I would like to ask Mr. Barber if he can give



us some explanation of the meaning of the phrase "no



significant discharges."



          MR. BARBER:  I think we have to say ecologically



significant.  As we have indicated in our report, the lake



is already getting too warm for many of our species<>  Any



warmer water is likely to result in increased eutrophica-



tion.  Therefore, I think when we say "significant",  we have



to mean that which would be detectable away from the point

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                                                  127




              Y. M. Barber




of discharge.



          MR. CURRIE:  Detectable by a thermometer in




terms of eutrophication?



          MR. BARBER:  I think by a thermometer, since as




a matter of a standard it has to be measurable for admin-




istration purposes.



          MR. CURRIE:  So that no significant discharge




means no detectable discharge?



          MR. BARBER:  Well, I think the standard has to




be written to clarify these points and spell out exactly



what we mean as far as our report goes.  We refer to




heat which is detectable away from the point of discharge.




I don't mean a mile away, but as was originally stated




with one degree at the end of the pipe.



          MR. CURRIE:  So that when you say "significant",



you do not meany   then, that it is necessary to prove in



every case that the heat discharge in question causes



significant harm to the ecology of the lake?



          MR. BARBER:  That is right, sir.



          MR. CURRIE:  Now, in our hearings last week,




several witnesses for utility companies suggested that



the limited time that any given water molecule would remain



in an elevated temperature would severely minimize the

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                                                      128
                     I. M. Barber




effect of waste heat on Lake Michigan.  Could you comment




on that, please?




          MR. BARBER:  If I may, I would like to refer




that question to one of our specialists who is here for




the purpose of answering that.  Mr. Richard Callaway from




the National Thermal Pollution Laboratory.




          MR. CALLAWAY:  I think the time that they came




up with at that conference would have been a 10-day half



life for the life of the plume, which means if the plume




exists and then the discharge stops, about 10 days would




be required for the disappearance of that plume,,




          MR. CURRIE:  I think it was a slightly different




point that was being made, because if you don't have a




small plume but a very large one you are constantly putting



heat in it.



          MR. STEIN:  I suggest we speak a little more



slowly.



          MR. CURRIE:  I shall try.




          Any given molecule of water will pass rather




quickly through the plant back into the water and will




lose its heat to other particles of water so that although



there is a constant heating of water, the different




molecules of water that are heated so that any single




molecule of water retains its heat for a relatively short

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                                                  129






               Y. M. Barber



period of time, and the time is a few hours, as I recollect,




          MR. CALLAWAY:  I don't think so.  If you are




talking about heating that molecule — if you can heat




a molecule — as the molecule is discharged from the



pipe — I think the figures in that report, I am not




positive — said there is a 10-day decay time for that




particular plume.  Now, this could vary from one day to




10 or 15 days.



          I think the meaning is:  If a plume exists,




enclosing a certain area above ambient temperature, and




the discharge of heated water is terminated, then this




plume is going to approach the ambient temperature —




the natural lake water temperature, and it is going to




take something up to 5 or 10 days to approach it.




          MR. CURRIE:  One more, Mr. Stein.



          Mr. Barber, I notice the main  thrust of the



report seems to me to be that heat in sufficient quanti-



ties can cause harm — and possibly everyone will agree



with that — and what bothers me is the absence of quantifi-



cation.  How much heat causes how much harm?  We are



being asked, I think, to adopt standards that forbid




any significant increase of heat to the lake, rather




strictly defined as you have defined it, on the basis



of a statement that too much heat can cause harm.

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                                                       130





                      Y. M.  Barber



           How do  we  know  how much heat  is going to  be



 significant  in terms of the ecology  of  the  lake?



           MR.  BARBER:  Well, we have to recognize that



 Lake Michigan  is  a rather unique lake.  It  has an enor-



 mously complicated biota, and  the impact of heat on this



 is,  of course, our greatest concern.



           I  would like to ask  Dr. Colby if  he could give



 us comments  on that. Dr. Colby is from our Ann Arbor



 laboratory.



           MR.  STEIN: When  you people come  up, Mr.



 Barber,  I  wish they  would identify themselves with  their



 full name  at least the first time.



           DR.  COLBY: My  name  is Peter  J. Colby from



 the  Great  Lakes District  Laboratory  at  Ann  Arbor,



 Michigan.



           Would you  repeat  the question?



           MR.  CURRIE:  The  question  was essentially:



 How do we  know how much harm is done by how much heat?



           DR.  COLBY: All right.  You realize it is



 very difficult to tell you  how much  is  significant. If



 I can give you some  idea  by illustration, it depends on



 what the ambient  temperature is and  how far this temper-



 ature is from a critical  temperature.  Any excess  heat



which causes 50 percent  mortality is  certainly critical.

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                                                     131






                     Yo M. Barber



          Ii' you are in the critical area    then one



degree can be very important as far as incubation„  If



you are going to exceed the mortality of 50 percent or



60 percent, that may be critical.  If you are talking



about two degrees centigrade over ambient for the duration




of an incubation period of lake herring or whitefish,



you could reduce the incubation period by as much as



a month.



          Fish that would normally hatch in April would



now be hatching in March.  We think they would hatch in



a very hostile environment at that time of year.



          MR. CURRIE:  Is this what the factual situation



is around here?  Are these the existing temperatures and



are these the existing types of fish so that you are



prepared to say that that consequence will take place



from a given amount of heat in Lake Michigan?



          DR. COLBY:  Yes, right.  These are native



species.  We have not studied plumes.  This is not our



line of business.  But we know what effect temperature



has on the incubation of the egg.  We know where they



lay their eggs.  We don't know exactly all of the spawn-



ing grounds, but we assume, for instance, in Lake



Michigan, that the whitefish are found all over the



lake, and that they use inshore areas.  If you increase

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                                                     132






                     Y. M. Barber



the  temperature of most inshore areas — this depends



on how much area we are going to cover, if we are



covering 10 miles, 5 miles up and down and we have 30



plants around the lake, then we have covered a third of



the inshore areas of the lake — I would say this would



be significant.



          MR. CURRIE:  Thank you.



          MR, STEIN:  Thank you.



          Are there any other comments or questions?



          MR. PURDY:. I would like to pursue that.



          MR. STEIN:  Before we go on, may I again make



a suggestion?



          I think we are getting some very valuable



meterial in colloquies here.  Probably one of the most



important things we are producing is the record.  I



would ask you all to remember this is going to be a long



hard week, particularly for Mrs. Hall, who is taking



this down.  Please try to speak clearly and slowly.



          Mr. Purdy.



          MB. PURDY:  Yes, again, I think that we recognize



that heat can cause these problems, but I am not sure



that we have the answer that Mr. Currie was seeking —



at least not to the extent that it helps me form a plan



of implementation within the State of Michigan.

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                                                      133



                     I. M. Barber


          Yes, when you exceed these critical temperatures,


we agree that these things will take place, but how will
                                                      i

any heat input cause these temperatures to be exceeded, if


any?  Because this is what we seem to be saying:  This


one degree at the end of the pipe — you know the exhaust


of an outboard motor is going to be one degree warmer


than the water taken in.  Are we going to ban outboard


motors used on Lake Michigan?


          MR. STEIN:  Mr. Mayo.


          MR. MAIO:  I would like to speak to that point,


Mr. Chairman.


          I think I understand the conferee from


Michigan's point in raising that issue, but I would hope


that the potential impact or the discussion of the


potential impact of vessel operation on Lake Michigan


would not become really a serious point of discussion


because I think it can be dismissed as not being a


significant issue, and I would refer the conferees to


the recent Federal regulations with respect to the


control of oil spills from vessels.  In those regulations,


they specifically exempt the operation of vessels in the


navigable waters coming under the jurisdiction of the


regulations from the controlling points of the regula-


tions.

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                                                     134






                   Y. Mo Barber



          And I would like to suggest that the conferees



take a look at that specific regulation and the exemptions



applied to vessels and see if we can't draw a parallel



to the heat discharge issue from vessels in this Lake



Michigan situation.



          MR. STEIN:  Are there any other comments on



this?



          I would like to suggest that this is a problem



that has come up in the discussion of thermal pollution



in other areas of the country and, of course, I think



it has to be met, but I am not sure that it may not lead



us down a false path.



          Particularly this issue came up from developing



the water pollution control standards for the State of



Kansas where they raised such questions as:  What is



going to happen with pollution from an outboard motor?



What is going to happen in a town that is discharging



a little sewage effluent or a lot of sewage effluent?



What is going to happen to a town in the winter that



takes its water from wells and discharges the water as



waste into surface waters when the intake water is of



a higher temperature than the discharge waters?  And I



think we can spin these out again, and again, and again.



          Now, it seems to me that without making a

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                                                        135





                     I. M. Barber



judgment as to what any degree in temperature rise should



be or if we should restrict it at all, that if we are going



to have any meaningful control or program for control of



temperature rises in our waters, that we have to make some



reasonable classifications, and some of these sources, I



think, have to be omitted from the consideration0  Other-



wise, as we try to formulate a program, if you are going



to assume that by that formulation you are going to make



that apply to every possible source, I think you can be



led into thickets where it is not going to be very easy



to get out,



          MR. PURDI:  Well, I can agree with you to a



certain point, Mr. Stein, but I think that this is the



real heart of the issue is to determine some number of



B.t.u.'s per hour that can be considered a significant



discharge so that we could make a judgment factor of those



discharges that we can exclude.



          MR. STEIN:  I think you are right.  In other



words, in your usual precise engineering fashion you said



what I said very shortly.



          I think you are talking in terms of making a



classification, and handling the smaller discharges



possibly a different way than you would do massive dis-



charges.

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                                                       136





                     Y. M. Barber



          MR. PURDI:  So far I haven't been able to get my



finger on that exclusive figure, and I am reasonably certain



that if we adopted a standard in Michigan that said no



significant heat discharge, I am not positive that this



would be received well by the Department of Interior and



approved, so we need to get more specific on it,



          MR. STEIN:  Let me again try to do this0  I



don't think we are going to leave here — I guess we know



each other well enough — I don't think we will leave here



or come up with a recommendation of anything that vague.



Obviously we are looking for a figure.



          Now, I think, again, maybe we can put this



directly to Mr. Barber.



          Mr. Barber, in your opinion, what kind of heat



rise would you allow at the pipe for significantly large



heat discharges into Lake Michigan?



          MR. BARBER:  Significantly large — I assume,



Murray, that you mean moving into the area of large



facilities such as power plants.



          MR. STEIN:  Such as power plants, that is



correct.



          MR. BARBER:  Well, I think our report indicates



that the one degree can be damaging in spawning areas of



fishj in critical circumstances, one degree could contribute

-------
                                                       137
                     I. M. Barber



to the eutrophication process,  I think one degree at the



end of the pipe isn't a bad place to start.



          MR. STEIN:  Are there any other comments or



questions?



          MR. PURDI:  I have some other questions.



          MR. STEIN:  Certainly.



          MR. PURDY:  Mr. Barber, in the report, and in



your summary you have directed most of your remarks to



the inshore and the beach waters.  I can foresee now the



proposal being placed before my commission that the dis-



charge would be into the offshore waters.  Do you have



some comments now with respect to that?



          MR. BARBER:  We have given this a considerable



amount of thought.  We have not treated it at any length



in the report.  There are several reasons for this.  An



important one is that there are economic impacts that



would be considered therein.



          But leaving this aside, we viewed discharges to



offshore waters as having considerable serious effects as



well.  To begin with, let's say we only get 3 or 4 miles



offshore with an offshore discharge.  I believe that all



of our studies indicate that under some conditions this



plume could come back on shore, and we would expect



essentially the same effects from this plume coming back

-------
                                                       138
                     Y. M. Barber



to shore — into the shore zone — as the outer edges of



the thermal plume discharged to the inshore waters.  If



the offshore discharge is made subsurface, then it will



likely result in nearly all and maybe all of the heat



being added to £he total heat budget of the lake.



          We think that heating in local areas could be



a serious eutrophication matter.  You understand, sir,



that in looking at all of these things we are faced with,



some very large facilities are  coming, and there may



be a great many of them.



          MR. PURDY:  Well, I would also like your opinion



with respect to, say, the immediate danger from existing



facilities.



          MR. BARBER:  There is reason to believe that the



existing facilities are capable or may have already caused



many of these effects we are talking about.  Some of them



being long-term existing facilities, it is a little late



to go back and determine what their impact has been when



we do not know what was there before.



          I would ask Mr. John Carr of our Great Lakes



Laboratory if he would like to comment on this at this



point.  Can you comment for us on this, John?



          MR. CARR:  I don't have anything further to add.



          MR. PURDY:  I didn't hear that.

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                                                       139





                     Y. M. Barber



          MR. BARBER:  He said that he didn't think he



would have anything to add to what I have already said.



          MR. PURDY:  Well, in your summary, you point



out that the warming of the beach and inshore waters can



affect the various fish populations and may exclude the



fish from a number of — well, from important units of



shallow water habitat, that may prevent development of



sex products — it may do this and a number of other



things.



          There are some existing thermal plumes.  Have



you made studies and have you observed these effects from



those plumes in Lake Michigan?



          MR. BARBER:  Let me again ask John:  Have we



had any studies of these?



          MR. CARR:  No.



          MR. BARBER:  No, sir, we have not.



          MR. PURDY:  I feel, again, this is an important



problem that we need to direct ourselves to because we do



have some studies under way on the immediately proposed



new plant — that is the pre-operational studies and



post-operational studies — that would give valuable



information if there is not an immediate danger from



those particular plumes.



          If there is an immediate danger and some

-------
                                                        140





                      Y.  M.  Barber



 additional restrictions  must be  placed upon their opera-



 tion, why then I question whether there is a need to go



 on with the pre- and post-operational studies.



           MR.  BARBER: I think the pre- and post-operational



 studies of these areas are  extremely valuable records which



 we do need, and we are going to  need more and more in the



 future.



           One  of our problems now is that we do not have



 sufficient data almost anywhere  you go.  The problems of



 making biological investigations of natural bodies of



 water far exceeds those  relating to anything we can dream



 up in engineering, because  frequently they require



 essentially   365-day-a-year attention to these specific



areas: and, therefore, we simply  lack techniques for some



 of the studies that we would like to have in these waters.



 But we certainly agree with you  that we do need an



 acceleration of research in all  of these areas.



           MR.  PURDY:  What  I am  saying, though, is that



 if we need immediate restrictions on those, the whole



 program will change and  whether  the pre- and post-operational



 studies will be continued by the waste discharger, I don't



 know, because  a part of  it  now is to meet an order of my



 commission that states that they must demonstrate that



 they are not causing any injury, and if we place

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                                                      141





                     Y. M. Barber



 restrictions now upon that discharge, and require  cooling



 facilities, I am not sure that the studies will continue.



          MR. BARBER:  This may be true.



          MR. STEIN:  Well, that may be true, but  I think



 this is probably the limit we have in this business, and



 I think this is a real difference.  We had a thermal case



 and still have one in Florida, as you probably know.  The



 contention was made by the Federal people that temperatures



 above 90 degrees would cause damage to the aquatic life



 down there.



          Some people at the University of Miami began



 talking in terms of the studies to be done.  Now,  as I



 understand, the people of Miami have completed their



 studies and are in full agreement with the Federal inves-



 tigators, but the construction has gone on so far  that



 we are faced with a real awkward problem on what do you



 do when you need power.



          Now, I think the real issue we have here is:



 Are we going to go ahead with pre- and post—operative



 studies and in effect use the lake as the laboratory to



 see what effect the condition of the heat is on the lake,



 or are we going to make a judgment in advance, take



 possibly a more cautious view on the basis of opinion,




and not use projected laboratory results to see that

-------
                                                       142
                     Y. M. Barber



that happens.  In both cases, I think you will have —




you should have pre- and post-operative studies,  but I




really do believe, Mr. Purdy, that if we adopt the second




course and exercise these restrictions, the pre- and



post-operative studies will probably have to be done by




the governmental agencies.




          MR. PURDY:  I think so, and I think there is a



third aspect, and that is certainly you cannot continue




the program forever of pre- and post-operational studies




without making a decision, and whether we could consider,




say, the presently existing plants and those that are




under construction in one area, and then new facilities




that might be proposed in the future in a different area.




          MR. STEIN:  Well, that is something that I think



the conferees are going to have to — one of the issues



we are going to have to grapple with.



          I guess this is, again, going to be a difficult




problem because I think some of the people sitting at the




table, particularly Mr. Klassen and Mr. Poole, have been




around at least as long as I have; and one of the big




changes we have wrought, I think  in our day, in changing




the procedure and the law, is eliminating the grandfather




clauses which were existing in many of the State regula-




tions  and exempted the existing polluters from that.

-------
                                                  143




                Y. M. Barber



But if we have to meet that, I guess that is something



we will have to take up.



          MR. PURDY:  One other question with respect to



temperature of Lake Michigan.



          Mr. Barber, in your summary you indicated that



it had warmed.  It was my understanding from a report by



John Ayers in 1965 on the climatology of Lake Michigan



that the temperature of Lake Michigan has dropped in



recent years.



          MR. BARBER:  May I refer that to our specialist



Mr. Garr, in the audience, please?



          MR. STEIN:  He knew you would finally get a



question, Ralph, that would get Mr. Carr up.



          MR. CARR:  The name is John Carr.  I am with



the Great Lakes Fishery Lab at Ann Arbor.



          Dr. Ayers1 report did show that the temperature



of Lake Michigan is a little colder.  Whether it is



statistically significant or not I am not sure.  But with



respect to what we are talking about, if you have heard



Stan Smith's discussion on the changes in fish species in



the Great Lakes, you have got some background.  The



streams tributary to the lake are definitely warmer than



they have been, and these streams in the area around the



mouths of these streams are nc longer usable by the

-------
                                                  144
                 I. M. Barber




species that were there because of temperature,  among




other things.  So we are not talking about the entire lake




being warmer^;  we are talking about certain specific areas




used by certain specific species near the mouths of



these streams.




          MR. PURDT:  Thank you.



          MR. STEIN:  Thank you.




          Are there any other comments or questions?




          MR. CURRIE:  One more, Mr. Chairman.




          MR. STEIN:  Mr. Currie.



          MR. CURRIE:  You mentioned, Mr. Barber, that the




Interior Department has not made studies of existing




thermal plumes in Lake Michigan to determine their effect



on the lake's ecology.



          There are some studies of that nature  that



have been made by others, and I wonder if you are familiar



with and could comment on the study made by Doctors Pipes



and Beer for the Commonwealth Edison Company.



          MR. BARBER:  I am not personally familiar with




it.



          Ken, do we have someone here who is — could




you review this one, or was it available to you?



          MR. ROBERTS:  Yes, it was available.



          MR, BARBER:  Would you like to comment on it,

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                                                  145




                Y. M. Barber




please?  This is Mr. Kenneth Roberts of the Bureau of



Commercial Fisheries in Washington.




          MR. ROBERTS:  My name is Kenneth R. Roberts.  I



am the Resource Management Officer with the U. S. Bureau of



Commercial Fisheries, Arlington, Virginia.




          The studies by Doctors Beer and Pipes have been




quoted quite a lot, as we have gone down the road of hot




water in Lake Michigan, and I am afraid that I can only




offer an opinion based upon my personal experience.  I




believe that this particular study was rather short-term



in nature, and I believe that it lacks the depth required




to reach the assumptions and the conclusions that some




people have attached to it.



          MR. STEIN:  Thank you.



          Are there any other comments or questions?



          Thank you very much, Mr. Roberts.



          Any other comments from the panel?



          MR. FRANCOS:  Mr. Chairman.



          MR. STEIN:  Mr. Frangos.



          MR. FRANGOS:  Frangos from Wisconsin.



          I would like to ask Mr. Barber:  There was some




information presented at one of the recent reconvened




sessions of this conference — information provided by



the Bureau of Commercial Fisheries, I believe — that sug-




gested perhaps that we ought to go about the procedure of

-------
                                                      146
                     Y. M.  Barber




identifying spawning areas  or those areas around the



perimeter of the lake that  were significant for fishery



purposes and others, and this bit of information at least



suggested the idea that maybe there are some areas in the



lake that are extremely sensitive, and that you ought to



exclude all kinds of discharges into those areas.  At



the same time, there may be some areas that are biologically



inactive to date because of natural conditions9 at the



bottom — the storm conditions that rile up the lake, etc»



          I am wondering, on the basis of your report and



some of the comments that we have had this morning, whether



you have rejected this type of a proposal?



          MR. BARBER:  We,  of course, considered, I think,



all of these points.  The fact that a particular area may



not be biologically productive as, for example, for



spawning, does not preclude the fact that it may be used



at some other time by migrating fish moving around the



lake, and this can be quite important.



          Frequently young fish, small fish, can use an



area and escape detection reasonably well unless there



is a very close continuous  prolonged monitoring of that



area to determine what extent juveniles enter the region.



          One of the problems you get into with a thermal



plume is that it becomes a 365-day-a-year fact of life

-------
                                                  H7
                 Y. M. Barber



for that particular point.  Therefore, it is automatically



waiting to invoke its impact at any time on the natural



activities in the lake.  Admittedly, we may not always



determine these or have opportunity to, but we did consider




them very seriously in reaching our decisions in the report,




          MR. FRANGOS:  In other words, you believe we




cannot operate in this kind of a fashion in terms of a




site?



          MR. BARBER:  I thank that, yes, sir.




          MR. STEIN:  Are there any other comments or



questions from the panel memebers?




          If not, we will entertain questions from the



audience now.



          I would suggest that anyone who wants to speak



come on up to the microphone and ask your question.



          MRS. BOTTS:  I am Mrs. Lee Botts.  I am on the



staff of the Open Lands Project, a private conservation



organization, which has recently organized a federation



of conservationist civic groups in all four States around



the lake.




          As a_ member of the public, I do not understand




the concern with quantification that Mr. Currie has




expressed, nor why the thermal pollution question is so

-------
                                                        143
                     Y. M. Barber



much more difficult than, say, the question of air



pollution from sulphur dioxide.  Had we known when we began



to use coal in the quantity that we have used it what the



effects on our air quality would be, I cannot believe we



would not have taken steps to prevent it.



          But we are in a different situation with heat.



We know the heat and we know that heat, especially in



massive quantities, has an effect.  We are not talking



about a slight increase in the amount of heat put into



Lake Michigan; we are talking about eleven times as much



heat going into Lake Michigan, and I don't understand why



it is so difficult to take an action to prevent that heat



from being added to Lake Michigan, and then — as has



been done with sewage and waste disposal under actions



that this conference has taken in the past — then proceed



gradually as you can to eliminate other possible sources



of heat.



          And I would like to ask:  Why the question of



prevention of thermal pollution is not being considered



here?



          MR. STEIN:  Does anyone want to make a comment



on that?  I guess you are asking the power companies and



us on the panel to adopt the same objective to generate



more light than heat.

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                                                  149






                  Y. M. Barber




          Mr. Currie.



          MR. CURRIE:  I think that the conferees are




certainly concerned with the auestion of prevention of



thermal pollution, and I think we all realize we have an



opportunity to pet in before serious damage is done, as




we did not do in many other comparable cases.



          I think the purpose of my auestion was that it




is costly to prevent heat from being discharged into Lake




Michigan, and that before we reouire Deople to spend



substantial amounts of monev to do this, we have to be




reasonably confident that there is at least a substantial




possibility of significant damage from the quantities of



heat with which we are concerned.




          I am interested in getting as much information



on both the cost and the benefits of prevention of



thermal pollution as is oossible.



          MRS. BOTTS:  Well, if I can amplify a little



further:  You have been concerned with air pollution,



and we have been concerned here in Illinois.  When we set



standards for sulphur dioxide, for example, and then



sought to eliminate the sources of sulphur dioxide, we



went after the biggest sources first, and I think that



the analogy applies to the thermal standards, and we are




talking about adding tremendous sources of heat.  So that

-------
                                                  150
                 Y. M. Barber




I am suggesting that the logical thing to do is to avoid




having to deal with those sources in the future.




          MR. STEIN:  Are there any comments or questions?




          Mr. Currie, you raised an interesting point,




but I think the conferees are going to have to grapple




with this, and the point is this:  that this is expensive.




          We have to consider whether there is going to



be a damage before we require it.  Let me just pose a



question, because I think this is what the conferees




are going to have to decide.  They must make the judgment



— and this isn't the regulatory agency — if anyone is



using a natural resource or a public resource such as a



public lake, and he is going to change it and heat it,



it is incumbent upon him to show that he is not going to



cause any damage.  This goes with any change in the



environment.



          Now, I think this is the type question that




must be handled by the conferees.  I am not sure that




this is all one-sided on the part of the regulatory




agencies to demonstrate that there is a damage before we




can prevent it.  I would hope the industry, when it appears,



might have taken some of that responsibility upon itself



and will indicate the effects of the changes that it intends

-------
                                                       151





                     Y. M. Barber



to create.




          MR. CURRIE:   I  think another way to put what I



have  been saying is that  I hope the utility companies and



the others who do put  or  wish to put heat in the lake will



present  evidence which attempts to show that there is no



significant harm to be done by the quantities of heat



with  which we are concerned, and I would like to have some



evidence on the other  side if it exists.



          MR. STEIN:   I think we are in agreement.



          Are there any other questions from the audience?



          MR. FELDMAN:  Mr. Stein, I am from the audience.



          Dan Feldman.  I am a lawyer and I represent the



Commonwealth Edison Company.



          We have had  some difficulty with the Department



of Interior publication and I wonder if I could just take



a  minute or two to try to get some clarification on what



is meant in part of the "white paper."



          I think I can ask some questions of Mr. Barber



that  will go further along in trying to understand where



we may differ.



          MR. STEIN:   Go  right ahead.



          MR. FELDMAN:  Mr. Barber, at page 47 of the



paper, there is a figure  for —



          MR. BARBER:   May I get my copy?  I have it and

-------
                                                  152






                 I. M. Barber



it is marked.




          MR. FELDMAN:  At page 47, there is a figure of




1,735 B.t.u.'s per square foot for input into the lake;




and on page 1+8, ^there are some fairly strong figures about



the percentage of input by utilities — about the amount




of input by utilities as that will compare with the




1,735 B.t.u.'s per square foot which is a natural input




figure.




          Do you have the place I am referring to?




          MR. BARBER:  Yes, I do, sir.



          MR. FELDMAN:  Have we been correct in assuming




that the figure of 1,735 B.t.u.'s per square foot is solar



radiation alone and does not include longwave radiation




to the lake?



          MR. BARBER:  Excuse me one second.



          Ken, who developed this figure, please?  Can



you respond?



          MR. ROBERTS:  My name is Kenneth Roberts.




          The figure was brought out by Doug McLain




Douglas McLain — formerly with our Ann Arbor Laboratory.




He based this estimate upon estimates from other lakes —



two other lakes — and one unpublished estimate that he



had developed while at the Great Lakes lab.




          MR. FELDMAN:  My question really was:  Insofar

-------
                                                  153






                Y. M. Barber



as we have been able to check the sources, the figure seems




to represent only one of the -two kinds of radiation which



the lake receives, that is solar rather than longwave; and



since longwave is several times solar radiation, it made




the percentage figure on page 1+8 three times as large as it




ought to be.




          MR. BARBER:  Sure.



          Ken, do you know what he used as the basis for




this figure?




          MR. ROBERTS:  I do not know what his basis was.



As he translated it to me, I understood it to mean the



total maximum natural daily heat input per square foot




to Lake Michigan.



          MR. STEIN:  Mr. McLain isn 't here now, is he?



          MR. ROBERTS:  That was my interpretation of



his basis.



          MR. STEIN:  Do you think you have the scope of



the question?  Perhaps you could get in touch with McLain



and give us this information probably later today or



tomorrow morning.




          MR..ROBERTS:  Yes, sir.



          MR. STEIN:  Why don't you try that?  Thank you.




          MR. FELDMAN:  Mr. Barber, a few minutes ago,




in answer to another question with respect to the discharges



which are located far offshore and which have some velocity,

-------
                 UNITED STATES
       DEPARTMENT OF  THE INTERIOR
           FISH AND WILDLIFE SERVICE
       BUREAU OF SPORT FISHERIES AND WILDLIFE
                WASHINGTON, D.C. 20240
ADDRESS ONLY THE DIRECTOR,
BUREAU OF SPORT FISHERIES
AND WILDLIFE
         15 3-A
                                              1 8
Mr. Murray Stein
Assistant Commissioner -
  Enforcement and Standards Compliance
Environmental Protection Agency
Water Quality Office
Washington, D.C.  202U2

Dear Mr. Stein:

During the September 28 morning session of the 1970
Lake Michigan Pollution Enforcement Conference, a utility
representative requested clarification of the meaning of
the term "maximum natural rate of heat input" to Lake
Michigan, as discussed on page hi of the Department of
Interior report, Physical and Ecological Effects of Waste
Heat on Lake Michigan.  The question focused upon whether
the cited values of "maximum natural rate of heat input"
considered all five natural components of lake surface
heat transfer.  At that time you requested that we provide
information for the record to answer this question.

We have contacted Mr. Douglas Me Lain of the ."National
Marine Fisheries Service, who researched and provided
these estimates for the paper.  He has indicated that the
unpublished Lake Michigan estimate of 1,75>0 Btu/ft.^/day
(occurring in late June or early July) was developed from
a technique by:

     Johnson, Flittner and Kline.  1965.  Automatic
        Data Processing of Marine Weather Reports
        in the Pacific Ocean, Special Scientific
        Report—Fisheries #!?03, U.S. Fish and
        Wildlife Service.

-------
                                                            153-B
The estimate does include the five components of
solar radiation, reflected radiation, effective
back radiation, evaporation, and sensible heat,
and thus represents a net value of maximum natural
heat input.  Further, Mr. McLain has indicated the
corroboratory estimates for Lake Ontario (13735> Btu/
ft. /dav from Rogers, 1968) and Cayuga Lake (2,000
Btu/ft. /day from Sundaram e_t al., 1969) cited on
page U? also represent net values of the five heat
transfer components.

We hope that this information is sufficient to clarify
the matter and would like to have it included in the
conference proceedings.

                           Sincerely yours,
                           Paul E. Thompson
                           Acting Assistant
                             Director - Research

-------
                                                       154





                      Y. M. Barber



you indicated that your studies tended to show that plumes



from those discharges would part of the time be driven back



to the shoreline so that you would still have some shoreline



impact. And I just wondered if the studies included any



quantification of that so that we knew whether it was



going to come back to the shoreline once a week or once a



month or once a year or any figure at all,



          MR. BARBER:  We did not run model  studies on



thato  That is right, is it not, Dr. Benedict?



          DR. BENEDICT:  That is correct.



          MR. BARBER:  We did not.



          However, let me say this:  We recognize that if



you got out completely in the middle of the lake, maybe it



would not come ashore.  We are assuming that within the



realm of economic feasibility or building such outfalls



that this would be a factor to be considered.



          MR. FELDMAN:  I also thought that when you were



answering that question you indicated that if you used a



discharge far off the lake — far off the shoreline, and



that it was a subsurface discharge, that the effect of



that would be to tend to add all of the heat to the lake,



and I wasn't sure whether that statement, if I understood



you correctly, had any relationship with the editorial



change with which you interrupted your statement this

-------
                                                  155
                 Y. M. Barber




morning, because that editorial change seemed to me to




modify in some substantial part the conclusions at pages




44 and 45 of the paper with respect to how much heat is



going to stay in inshore areas.




          MR. BARBER:  All right, now, as far as my state-




ment that if it was subsurface all that heat might go into




the lake, that doesn't mean stay in there forever, but I



mean for today it is there, and this I realize depends



upon the points of discharges that are involved and the




type of discharge that is involved.



          Now, as for the extent to which our change modi-




fies pages 44 and 45, may I call on Mr. Callaway for a




response, please?



          MR. CALLAWAY:  I am not sure what I am supposed



to respond to.




          MR. STEIN:  Let me ask:  Do your editorial



changes change your conclusions in the report?  Can you



answer that?



          MR. BARBER:  As was stated in that statement,



at the conclusion we said, "This does not alter the




important conclusion of subsection 2c that under some



conditions larger percentages of the discharged waste heat



are added to the water mass of the lake."  Neither are the



conclusions of ecological impact in any way altered since

-------
                                                        156
                      Y. M. Barber



the misinterpretation occurred during the editing phases



of report preparation and was not involved in the determin-



ation of ecological effects."



          MR. STEIN:  Let me go off the record in this



procedure for a moment.



          (Discussion off the record.)



          MR. FELDMAN:  Maybe I can put that question to



you in a little more coherent form.



          MR. BARBER:  All right, sir.



          MR. FELDMAN:  Assume with me for a second that



in the Chicago-Gary section of the lake, 10  miles of



coastline, there are ten offshore discharges*.  Each of



these is a high velocity discharge, so that the 2-degree



isotherm from each of those discharges occupies an area



of 99 acres.  That would give us 1,000 acres within the



143 square miles of what the paper defines as the Chicago-



Gary beach area.



          Assume further that the transit time for any



molecule of water in each of those plumes is one and a



half hours, so that if you are at the point of discharge



you will be out of the plume and back to ambient in one



and a half hours.



          Now, on those assumptions, would you expect



there to be ecological damage to the lake?

-------
                                                        157
                      I. M. Barber



          MR. BARBER:  What is the volume of your discharge?



          MR. FELDMAN:  You have got ten plants of 1,000



megawatts in terms comparative to those used in your report.



          MR. BARBER:  Total of a thousand?



          MR. FELDMAN:  Yes.  And I am assuming for this



that they are operating at 100 percent of capacity all day



every day.



          MR. BARBER:  In other words, you are asking



what would we expect the ecological impact from —



          MR. FELDMAN:  You have made some assumptions



about the year 2000 capacity and I was changing the shape



of the discharge and reducing the number of plants to



something less than, I think, 12 percent of your 2000



assumption and asking you if the conelusions still held.



          MR. BARBER:  Yes, I think they would.



          Discharges of waste heat in that zone are going



to have a warming effect on portions of the area, and



these can and probably will contribute to eutrophication



in that area particularly if dissolved solids are



increased, and they can constitute areas of trouble for



fish, yes.



          MR. FELDMAN:  I tried to as a slightly different



question.— I tried to ask not are we going to have a



localized problem, but if the area defined by the 2-degree

-------
                                                        15*





                      Y. M. Barber



isotherm on all of these 10,000 megawatt plants includes



only 1,000 acres out of the 143 square feet in the Chicago-



Gary area, then do you find ecological damage?



          MR. BARBER:  All right.



          To begin with, I don't know how you can really



confine it to 1,000 acres,,  Let me say this:  This is



based on an average, is it not?  Is that average plume



size or what?  In other words —



          MR. FELDMAN:  I have asked you to assume that



each plume reaches a 2-degree isotherm, that the area within



the 2-degree isotherm for each plume is 99 acres, so that



my ten plants aggregate roughly 1,000 acres.



          MR. BARBER:  Well, frankly, let me go back.  I



don't see how you are going to achieve that because under



varying weather conditions, how are you going to hold it



to 99 acres2  This is the problem.



          MR. FELDMAN:  If we can solve that problem, do



you still see ecological damage?



          MR. BARBER:  Yes, I think we will, if you are



putting out as much heat as a,.1,000 megawatt plant does.



If you put it in the air, that is another matter, but if



you put it into the lake, we have got problems.



          MR. STEIN:  Thank you, Mr. Feldman.  I appreciate



those clarification questions.  I would like to be around —

-------
                                                        159
                      Y. M. Barber





if that is clarifying — when you cross-examine sometime.




          Are there any other questions or comments from




the audience?




          If not, thank you very much, Mr0 Barber.




          MR. PURDI:  Mr. Stein, I have one that I skipped.




          MR. STEIN:  Yes, Mr. Purdy.




          MR. PURDY:  In the first part of the report you




use the term "cumulative."  I am wondering what your terms




of reference are for this.  Are you saying that if it accumu-




lates from one year to the next — are you speaking about




the additive effect of new and additional plants through




the years?




          MR. BARBER:  No, we are not assuming accumulation



from year to year.  We are assuming that cumulative effect




is where we might have one or several plants.  It might or



might not affect each other's discharge.



          MR. PURDY:  I think this is an important discus-



sion, because when you use the term "cumulative," this might



mean you put heat in there this year, it will stay there




and you will add to it, and eventually it is going to boil



the lake.




          MR. BARBER:  Thank you for asking that question?




because I think this is basic to many of the arguments




related to the report.

-------
                                                       160





                      Y. M, Barber



          Actually we have assumed that the year-to-year



accumulation would be negligible if at all and our concern



is for within season accumulations of heat.



          MR. STEIN:  Thank you.



          Do you want to ask a question?  Come on up.



Mr, Barber, don't leave yet.  Your popularity is increasing.



          MR. LINCOLN:  I will try to be very brief.  My



name is Lincoln.  I am from the Outboard Marine Corpora-



tion.



          MR. STEIN:  May we have your full name?



          MR. LINCOLN:  Richard Lincoln from the Outboard



Marine Corporation in Milwaukee.



          I would like to ask for a clarification, sir,



of your statement and Mr. Purdy's statement that possibly



power plants other than the large fixed power plants should



be excluded from this discussion, if you will, and probably



from the Federal regulations that will eventually result.



Was that the intent of your remarks?



          MR. STEIN:  No, I didn't say that, and I don't



think Mr. Purdy said that.



          The question we have is a clarification of —



one of heat sources.



          MR. LINCOLN:  Yes, sir.



          MR. STEIN:  And let's take a big power plant on

-------
                                                       161




                      Y. M. Barber




one side and an outboard motor on the other.  I can give




you my view in one second right now,  I would exclude the




motor boats.



          Now, the question that Mr. Purdy proposes:  In




dealing with this problem, when we have a complete spectrum




of, say, power plants, big industrial plants, such as




steel mills, municipalities, large ones, small ones, various




other things, that it might be possible in order to protect




the lake, in order to draw lines somewhere, and include




some and exclude others, that does not mean we have made




a conclusion whether we are going to draw such a line or




not, or that we are going to certainly draw a line and




split existing power plants and new ones.




          Mr. Purdy just raised this as a possibility for




our consideration.




          Mr. Purdy.



          MR0 PURDY:  I agree.



          MR. STEIN:  Thank you.




          MR. PURDY:  Thank you, Mr. Stein.



          MR. STEIN:  Are there any other comments or




questions?  If not, again, thank you, Mr. Barber.  I




think that was a very excellent report..    The colloquies




were excellent in attempting to lay out the problem and




try to get at, I think, what all of you by now recognize




as one of our most difficult ones to try to work our way

-------
                                                  162
                B. A. Tichenor




through this and come up with equitable solutions.



          May we have Dr. Bruce Tichenor?






          STATEMENT OF BRUCE A. TICHENOR, CHIEF,




          HYDROGRAPHIC BRANCH, NATIONAL THERMAL



          POLLUTION RESEARCH PROGRAM,  PACIFIC NORTH-




          WEST WATER LABORATORY, CORVALLIS, OREGON






          DR. TICHENOR:  Mr. Chairman,  conferees,  ladies



and gentlemen.  My name is Bruce Tichenor.  I am with the



Department of Interior.  I work at the  Corvallis Laboratory.



I am with the National Thermal Pollution Research Program,




and I am going to make a short presentation on the Department



of Interior report, "Feasibility of Alternative Means of




Cooling for Thermal Power Plants Near Lake Michigan."  I



understand there has been some distribution of this report



and I am sure some of you in the audience have seen it.



          A study was conducted to determine both the



technical and economic feasibility of closed cycle cooling




systems for thermal power plants near Lake Michigan.




          MR. STEIN:  By the way, do you want this full



report to be put into the record as if read?



          DR. TICHENOR:  Yes, sir.




          MR. STEIN:  It will be done so without objection.



          (The document above referred to follows in its




entirety.)

-------
                                                            163
U. S. DEPARTMENT  OF THE  INTERIOR - SEPTEMBER 197O

-------
                                                      164
FEASIBILITY OF ALTERNATIVE  MEANS  OF  COOLING
FOR THERMAL POWER PLANTS  NEAR LAKE MICHIGAN
               Prepared by:
National Thermal Pollution Research Program
    Pacific Northwest Water Laboratory
                    and
       Great Lakes Regional  Office
    U. S. Department of the Interior
  Federal Water Quality Administration
             August 1970

-------
                                                                 165

                            CONTENTS


Chapter                                                     Page

   I .   INTRODUCTION	1-1

       Scope	1-1
       Waste Heat Load	1-2
       Cooling Methods  	  1-4
       Regional  Considerations  	  1-5

  II.   METEOROLOGY	II-l

       Data Requirements	II-l
       Seasonal  Considerations  	  II-l
       Meteorological  Data Summary  	  II-3
       Design Meteorological Data 	  II-8
       Theoretical Limitations of Cooling Devices 	  11-13
       Lake Temperatures	11-14
       References	11-19

 III.   ECONOMIC CONSIDERATIONS  	  III-l

       General Cost Factors	III-l
       Study Approach  	  III-2
       References	III-9

  IV.   ENGINEERING CONSIDERATIONS 	  IV-1

       Introduction 	  IV-1
       General Optimization Procedure 	  IV-2
       Dynatech Program 	  IV-3
       Ceramic Cooling Tower Program  	  IV-8
       R.  W. Beck Program	IV-10
       References	IV-12

   V.   RESULTS	V-l

       A.   Cooling Systems	V-l

           Introduction   	  V-l
           Wet Cooling Towers	V-l
               Performance Data	V-l
                  Mechanical Draft  	  V-l
                  Natural  Draft 	  V-4

-------
                                                                      166

Chapter                                                      Page


                   System Cost	V-4
                       Mechanical Draft	V-4
                       Natural Draft 	V-4
               Cooling Ponds   	V-9
                   Performance Data	V-9
                   System Cost	V-9
               Spray Cooling Canals	-	V-13
                   Performance Data	V-13
                   System Cost	V-13
               Dry Cooling Towers	V-13
                   Performance Data	V-13
                   Cooling System Cost	V-16
                       Capital Cost	V-16
                       System Cost	V-17

       B.  Economics of Cooling Systems and Total Plants  .  .  .V-20

  VI.  ENVIRONMENTAL EFFECTS OF COOLING DEVICES	vi-1

       Introduction	VI-1
       Fog Potential	VI-2
           Definition of the Problem	VI-3
           Environmental Studies 	VI-5
           Potential in Lake Michigan Area	VI-6
       Calculations of Fog Potential 	VI-9
           Method 1	VI-9
           Method 2	VI-13
       Consumptive Water Loss by Evaporation	VI-20
       Drift	VI-27
       Slowdown	VI-28
       Summary	VI-38
       References	VI-39

  VII.  CONCLUSIONS	VII-1

-------
                                                            167
                         I.  INTRODUCTION
                               Scope
     This report presents an evaluation of various methods of
dissipating waste heat from thermal  power plants near Lake Michigan.
The feasibility of the cooling methods are considered from both an
engineering and economic standpoint.
     It must be emphasized at the outset that the following analyses
are directed towards determining the feasibility of various cooling
methods; no attempt is made to optimize any particular plant or site.
     In addition to determining the engineering and economic feasibility
of cooling devices, the effect of their operation on the environment  is
examined.

-------
                                                                163
                                                                 1-2
                         Waste Heat  Load
     The engineering calculations  on  the  various cooling devices  are
made on the basis of a  "typical" 1000 MWe fossil-fueled power  plant
with a nominal  thermal  efficiency  of  40 percent.  With in-plant and
stack losses of 15 percent  of the  total heat  input,  such a plant
will discharge  3.84 * 109 Btu/hr to the condenser cooling water.  This
same waste heat load would  be created by  a  600 MWe nuclear power  plant
with a boiling  water or pressurized water reactor, assuming  a  nominal
thermal efficiency of 33 percent and  5 percent in-plant losses.   Other
combinations of plant size  and thermal efficiency which result in
3.84 x io9 Btu/hr waste heat  to cooling water are shown in Figure 1-1
for both 5 percent and  15 percent  in-plant  losses.   For example,  a
750 MWe fossil-fueled plant (15 percent in-plant losses) with  a thermal
efficiency of 34 percent has  a waste  heat load equivalent to the  "base"
1000 MWe, 40 percent efficient plant.

-------
                                                         169
     1100
     1000
      900
      800

-M
C
      700
      600
      500
     400
               28     30      32     34     36     38

                 Nominal Thermal  Efficiency  (%)
40
42
     Figure  1-1:  Equation of  Plant  Size and Thermal
                  Efficiency for Waste  Heat to Cooling
                  Water of 3.84 x  10* Btu/hr.

-------
                                                                 170
                                                                 1-4
                           Cool ing Methods
     A wide variety of cooling methods are available for dissipating
waste heat from thermal  power plants.   The feasibility of the follow-
ing cooling devices are evaluated:
               1)  Evaporative cooling towers
                    a)  Mechanical draft
                    b)  Natural  draft
               2)  Cooling ponds
               3)  Spray cooling canals
               4)  Dry cooling towers (Heller System)
                    a)  Mechanical draft
                    b)  Natural draft
     A cooling system employing each of the above devices is sized
for a closed-cycle, recirculating configuration using design
meteorological data representative of critical summertime conditions.
The annual operating characteristics and costs of the selected systems
are evaluated  using long-term seasonal average weather conditions.

-------
                                                               171
                                                               1-5

                      Regional Considerations
     In order to account for regional  variations in climatic con-
ditions, the Lake Michigan area is divided into four geographical
sections.  Figure 1-2 shows these four sections:  NW, NE, SE, and  SW.
Personnel at the Weather Bureau Office in Chicago agreed that the
four sections are representative of the climatic areas around Lake
Michigan.  As can be seen from Figure 1-2, the NW section is bounded by
the Mackinac Straits in the north and Sheboygan, Wisconsin in the
south; the SW section extends from Sheboygan to Gary, Indiana; the  SE
section lies between Gary and Pentwater, Michigan; and the NE section
extends from Pentwater to the Mackinac Straits.

-------
sw
    rN
                             iary, Indiana
    Figure 1-2:  Climatic Sections -•* Lake Michigan

-------
                                                             173
                       II.   METEOROLOGY

                       Data Requirements
     The operation of the devices used to dissipate waste heat is
primarily a function of the weather.  Therefore, an evaluation of
their feasibility requires  an accurate set of meteorological  data.
Significant variations in the design climatic factors with respect
to season and location must be accounted for.
     The nature of the heat transfer phenomena which a particular
cooling device uses to dissipate heat to the atmosphere determines
the meteorological data requirements for the device.  A compilation
of the heat transfer mechanisms and associated meteorological  data
requirements for the alternative heat dissipation methods is  given
in Table II-l.
     In addition to the weather data requirements shown in Table  II-l,
information on lake temperatures is needed to compare once-through
cooling systems with the alternative cooling systems.

                    Seasonal  Considerations
     Four seasons are selected to represent a full  annual  cycle:
               Winter   -   December, January, February
               Spring   -   March,  April,  May
               Summer   -   June, July, August
               Fall      -   September,  October,  November

-------
                                                                174

                                                                II-2
                          TABLE  II-l

                  METEOROLOGIC DATA  REQUIREMENTS
Cool ing Method
Heat Transfer
  Mechanism
Meteorologic Data
    Required
Evaporative Cool ing
Towers
Convection
Evaporation
Dry-bulb Temperature
Relative Humidity*
Cooling Ponds
Radiation
Convection
Evaporation
Solar Radiation
Dry-Bulb Temperature
Relative Humidity*
Wind Speed
Cloud Cover
Spray Cooling
Canals
Evaporation
Convection
Dry-bulb Temperature
Relative Humidity*
Wind Speed
Dry Cool ing
Towers
Convection
Dry-bulb Temperature
*Wet-bulb or dew point temperature can also be used.

-------
                                                               175
                                                                II-3
                    Meteorological  Data Summary
     Table 11-2 presents a summary of average meteorological  data
for each of the four seasons and geographical sections.   The  major
data source used to compile this table was the Climatic  Atlas of
the United States (Reference II-7)  prepared by ESSA in 1968.   This
publication presents a wide variety of weather data on maps with
isolines for the specified meteorological  parameter.
     Data for the parameters shown in Table II-2 were obtained as
follows:
     (1}  Pry-bill b Ai r Temperature
          Average monthly temperatures were compiled for each
          of the four seasons for the four sections from maps
          on pages 1-23 of the Atlas.  These data are shown in
          Table II-3.
     (2)  Relative Humidity
          Average monthly relative humidities were compiled
          from maps on pages 61 and 62 of the Atlas.  While
          seasonal  variations were detected from these maps,  it
          was difficult to obtain enough detail  to show
          variations in relative humidity between the four sections
          around Lake Michigan.  These data are given in Table 11-4.
     (3)  Wet-bulb Air Temperature
          These data were calculated from the dry-bulb temperature
          and the relative humidity using  tables relating wet-bulb
          depression (i.e., dry-bulb minus wet-bulb temperature)
          versus relative humidity  (Reference 11-15).

-------






















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                 TABLE  II-3

AVERAGE MONTHLY DRY-BULB  TEMPERATURES  (°F)
               (Reference 11-7)
                                                   177

                                                   II-5
Month
December
January
February
March
April
May
June
July
August
September
October
November
Season
Winter
Spring
Summer
Fall
Section
NU
24
20
20
21
30
42
55
42
63
69
68
67
61
50
36
49
SW
27
23
24
25
34
45
56
45
66
72
71
70
64
53
38
52
SE
30
26
25
27
35
46
56
46
67
72
71
70
64
52
40
52
NE
27
21
21
23
30
42
52
41
62
68
67
66
61
50
36
49

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                                            173




                                            11-6
          TABLE 11-4



AVERAGE MONTHLY WEATHER  DATA
Month
December
January
February
March
April
May
June
July
August
September
October
November
Season
Winter
Spring
Summer
Fall
Relative
Humidity
/ 01 \
(*>)
80
80
80
80
70
70
70
70
70
70
70
70
75
75
75
75
Cloud
Cover
(1/10's)
8
8
7
8
7
6
6
6
6
5
5
5
6
6
8
7
Solar Radiation
(ly/day)
120
125
225
160
325
400
475
400
525
525
475
510
350
225
125
230

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                                                          179
                                                          11-7
(4)   Cloud  Cover
     Maps on pages  71  and  72  of  the Atlas were used to
     obtain cloud cover  data.  As with  relative humidity,
     sectional  variations  were difficult to determine.
     Table II-4 contains the  monthly  and seasonal data.
(5)   Wind Speed
     The wind data  were  obtained from Asbury  (Reference
     II-l), where average  monthly wind  speeds from
     Chicago, South Bend,  Escanaba, Muskegon, Sault Ste.
     Marie, Green Bay, and Milwaukee  were compiled for
     the years 1952,  1953, 1954, 1955,  1960,  and  1962
     and plotted in a curve showing wind speed versus
     month for a complete  annual cycle  (Figure 7  of
     Reference II-l).
(6)   Solar Radiation
     Data for mean  daily solar  radiation were obtained from
     the Atlas using maps  on  pages  69 and 70  and  are
     presented in Table  II-4.  Again, variations  between
     the four sections were difficult to detect.

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                                                                180
                                                                II-8
                    Design Meteorological  Data
     While the weather information presented in Tables 11-2,  11-3,
and II-4 is useful  in evaluating the performance of a particular
cooling device over a complete annual  cycle, it is  not appropriate
for designing the device.   Cooling systems must be  designed to
assure adequate performance under all  conditions, not just under
"average" conditions.  Therefore, one  usually selects a set of  design
data which represents a severe condition from the standpoint  of
operating the cooling device.
     Severe summertime weather conditions  represent the "design" case
for thermal power plant cooling systems  operating in the  vicinity
of Lake Michigan.  This is true for two  reasons:
          (1)  The efficiency  with which the cooling device
               dissipates  heat to the  atmosphere is lowest
               during the  summer.
          (2)  The demand  for  electric power and hence the
               requirement for full  load operation  of the
               plant is highest during the summer for the
               majority of electrical  consumers in  the area.
     Table II-5 shows the  design conditions selected for the  four
sections.

-------
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                                                                  132

                                                                 11-10

     The data in Table  II-5 were  selected  as  follows:


(1)  and (3)   Dry- and Wet-bulb Temperatures

     The Marley Company,  one of the nation's  largest manufacturers

of cooling towers, states in Cooling Tower Fundamentals  and  Application

Principles (Reference 11-14, page 8):


          "Performance analyses have shown that most  industrial
           installations  based upon wet-bulb  temperatures  which
           are exceeded by no more than 5% during a  normal
           summer have given satisfactory results. The  hours
           that the wet-bulb temperature exceeds the  average
           maximum by 5%  need not be consecutive hours and
           may occur in periods of relatively short  duration."


     On the basis of this recommendation, as  well as  others  (Reference

11-13, page 157), wet- and dry-bulb temperatures not  exceeded more

than 5 percent of the time during the months  of June  through September

were selected as design conditions.  The Marley Company  has  tabulated

these data for a large number of U. S. and foreign cities  (Reference

11-14) and Table  II-6 gives these data for various locations around

Lake Michigan with averages for each of the four selected  sections.,


(4)  Cloud Cover

     Zero cloud  cover was  selected as  the design condition to coincide

with the occurrence  of maximum solar radiation.

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                TABLE II-6

DESIGN DRY- AND-WET-BULB TEMPERATURES (°F)
             (Reference 11-14)
                                                    11-11
City
Oshkosh
Green Bay
Manitowoc
Iron Mtn.
Marquette

Chicago
Milwaukee
Burlington
Aurora

Muskegon
Grand Rapids
Benton Harbor
Michigan City
Gary

Traverse City
Charlevoix
Manistee
Glen Arbor

State
Wisconsin
Wisconsin
Wisconsin
Michigan
Michigan

Illinois
Wisconsin
Wisconsin
Illinois

Michigan
Michigan
Michigan
Indiana
Indiana

Michigan
Michigan
Michigan
Michigan

Section
NW
NW
NW
NW
NW
Ave. NW
SW
SW
SW
SW
Ave. SW
SE
SE
SE
SE
SE
Ave. SE
NE
NE
NE
NE
Ave. NE
Dry- bulb
85
82
82
83
78
82
89
84
85
88
86
82
85
84
87
86
85
83
84
83
82
83
Wet-bulb
72
72
72
68
68
70
75
73
73
75
74
73
73
73
74
74
73
72
71
72
71
71

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                                                                 134
                                                                 11-12
(5)  Wind
     The selection of a design  wind  speed  is made  difficult  by the
lack of data on the temporal  distribution  of wind  velocity in  the
Lake Michigan area.   Available  U.  S.  Weather Bureau  data  do  not provide
adequate information of this  type.   Therefore,  the average summer wind
speed data from Asbury (Reference  II-l) is  applicable as the  design
case, since it does represent the  wind condition concurrent  with the
other design meteorological variables.   Also, only cooling ponds have
wind speed as a major design  variable,  and the  large retention time
in ponds makes the average wind speed an appropriate design  variable.

(6)  Solar Radiation
     One of the most complete summaries of meteorological  data for the
Lake Michigan region was prepared  by Moses and  Bogner  from data collected
at the Argonne National Laboratory Weather Station (Reference  11-19).
This summary includes a complete compilation of solar  radiation data  for
September 1950 through December 1964.   Figure 46 on  page  244 of Moses
and Bogner (Reference 11-19)  gives a percentile distribution of daily
total solar radiation.  A value of 750 langleys/day  represents the
June-July conditions at the 95  percent level (i.e.,  exceeded not more
than 5 percent of the time).   Therefore, this value  was selected as the
design condition.

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                                                                 11-13

 (7)  Equilibrium Temperature
     The equilibrium temperature of a body of water is reached when
 the net exchange of energy at the water surface equals zero.  In other
 words, it is the temperature reached by a body of water exposed to a
 given set of climatic conditions for an infinite period of time (i.e.,
 until equilibrium is reached).
     Column 7 of Table 11-5 shows the equilibrium temperature for each
 geographical section for the design meteorological  conditions in
 Columns 1, 3, 4, 5, and 6.  The computations were made using a computer
 program (Reference II-9) according to methodology described by Edinger
 and Geyer (Reference II-8).

               Theoretical Limitations of Cooling Devices
     Each of the cooling devices discussed previously have theoretical
 limits on their ability to cool  water.  These limits are as follows:
           Wet Tower  —  Wet-bulb temperature
           Cooling Pond —  Equilibrium temperature
           Spray Cooling Canal  --  Wet-bulb temperature
           Dry Tower  —  Dry-bulb temperature
     The data in Table II-5 can be used to determine the theoretical
 lower limit of cooling for each device in each of the four geographical
 sections.   It should be emphasized,  however, that engineering and
economic considerations require the outlet temperatures from the cooling
devices to exceed these theoretical  lower limits.

-------
                                                                 136
                                                                 11-14
                         Lake Temperatures
     Numerous publications (References  II-1-6;  10-12;  16-18;  20-22)
contain information on the temperature  of Lake  Michigan.   However,  no
available compilation of data adequately describes  the temporal  distribu-
tion of temperatures in the nearshore areas  where  power plants  would
obtain cooling water.  Good sources of  data  for the nearshore zone  arc
municipal water intakes and existing power  plant intakes.   Table II-7
presents values for average water temperature determined  from these
records for each of the four geographical sections.
     The following sources were used to compute the data  in Table 11-7:
          SW  -  Gary, Indiana and Milwaukee, Wisconsin water intakes;
                 average depth = 38 feet; average  distance from shore =
                 6500 feet; time period: 1959-1969.  These stations
                 are part of the National Water Quality Network; the
                 data are contained in  FWQA's "STORET" Information
                 System.
          SE  -  St. Joseph, Benton Harbor,  Holland, Grand Rapids,
                 and Muskegon, Michigan water intakes; average  depth  =
                 40 feet; average distance from shore = 4500 feet.
                 These values were developed from Michigan Water
                 Resources Commission data  for  maximum, minimum,
                 and 90 percent!le temperatures (Reference 11-16).
                 The SW region data and surface water data (References
                 11-4,10,16) were used  as aids  in establishing  specific
                 values.

-------
                                                id?
                                               11-15
           TABLE II-7
AVERAGE LAKE TEMPERATURES  (°F)

Month
December
January
February

March
April
May

June
July
August

September
October
November


Season



Winter



Spring



Summer



Fall
Section
NW
34
34
33
34
34
36
43
38
49
53
54
52
60
52
42
51
SW
39
35
34
36
36
41
46
41
51
55
56
54
61
55
47
54
SE
40
34
34
36
36
41
47
41
52
57
58
56
61
55
47
54
NE
35
34
34
34
35
37
44
39
50
54
55
53
60
53
44
52

-------
                                                                 1SS
                                                                 11-16
          NE  -  Ludington and  Big  Rock, Michigan water  intakes;
                 average  depth  =  30 feet; average distance from
                 shore =  2200 feet.  These data were also developed
                 from Michigan  Water Resources Commission data.
               •  SW region data and surface water data were again
                 used as  aids in  establishing specific values.
          NW  -  Escanaba, Michigan steam station water  inlet
                 temperatures;  shoreline intake.  These  data are
                 not very representative of the NW region, however,
                 data from the  NE and  SW regions were used to
                 establish values along with BT data (Reference 11-10).
                 It is a  common rule of thumb that the Wisconsin
                 side of  the lake is slightly cooler than the
                 Michigan side  in summer and roughly the same at
                 other times.
     In addition, a design lake water  temperature is needed to size a
plant's once-through condenser  system  for comparison with the alternative
cooling systems.   The above sources were used to establish temperatures
at the 95 percentile level.  Averages  of the 95 percentile values for
the three summer  months are shown in Table II-8 and used as design
temperatures for  the four geographical sections.

-------
                                                            139
                                                            11-17
                       TABLE II-8
              DESIGN LAKE TEMPERATURES (°F)
                   (95 Percentile)
Section
Month
NW
SW
SE
NE
June                60          64          65          60

July                67          71          72          68

August              69          72          73          70

Summer              65          69          70          66

-------
                                                                 190
                                                                 11-113
     It should be recognized that the temperatures in Tables II-7
and II-8 refer to points in the main body of the lake at about a  mile
from shore and at depth.  Surface and beach water tend to follow air
temperature more closely and display more daily and yearly variation;
similar remarks apply to Green Bay, Traverse Bay and the southern tip
of Lake Michigan.  As an example, data from several municipal  water
intakes between Chicago and Gary, Indiana indicate 95 percentile
temperatures as much as 4 degrees warmer than shown for the SW section
in Table II-8.

-------
                                                                  191

                                                                 11-19

                            References


II-l.   Asbury,.J.  G.,  Effects  of Thermal  Discharges on the Mass/
             Energy Balance of  Lake  Michigan. Argonne National
             Laboratory,  Argonne, Illinois 60439.  June 1970.
             (unpublished)

II-2.   Ayers, John C., The Climatology of Lake Michigan. Publication
             No.  12, Great  Lakes  Research  Division, The University
             of Michigan.  1968.

II-3.   Ayers, John C., "Great  Lakes Water, Their Circulation and
             Physical  and Chemical Characteristics,"  Great Lakes
             Basin, Publication No.  71  of  the American Association
             for the Advancement  of  Science.  1962.

II-4.   Ayers, John C.  and  Joseph C. K.  Huang, Benton Harbor Power
             Plant  Limnological Studies, Part I:  General Studies,
             November 1967.

II-5.   Ayers, John C., et  al., Currents and Water Masses of Lake
             Michigan,  Publication No.  3,  Great Lakes Research
             Institute, The University  of  Michigan.  1958.

II-6.   Church, P.  E.,  TheAnnual Temperature Cycle of L^ke Michigan,
             University of  Chicago,  Miscellaneous publications nos.
             4 and  18.   1942 and  1945.

11-7.   Commerce, U. S. Department of,  C1jmatic Atlas of the U n ited
             States, Environmental Science Services Administration,
             Environmental  Data Service.  June 1968.

II-8.   Edinger,  Dr. John E. and  Dr. John  C. Geyer, Heat Exchange in
             the Environment. Cooling Water Studies for Edison
             Electric  Insitute, Research Project RP-49, The Johns
             Hopkins University,  Baltimore, Maryland.  June 1, 1965.

II-9.   Fuller, W.  D.,  A  Survey and  Economic Analysis of Alternate
             Methods for  Cooling  Condenser Discharge Water in Thermal
             Power  Plants:   Phase II-Task  I Report:  System Selection.
             Design, and  Optimization.  Dynatech Report No. 921,
             Federal Water  Quality Administration Contract No. 12-14-477,
             1970.

-------
                                                                 192

                                                                 11-20

11-10.  Interior,  U.  S.  Department of, Lake Michigan BT Data from
             1962  and 1963,  Federal Water Quality Administration,
             Lake  Michigan Basin Office  (unpublished).

11-11.  Interior,  U.  S.  Department of, Water Quality Investigations -
             Lake  Michigan Basin - Lake  Currents, Federal Water
             Quality  Administration, Chicago,  Illinois.  1967.

11-12.  Interior,  U.  S.  Department of, Water Temperature Data From
             FWQA  Buoy Stations. 1962-64, Federal Water Quality
             Administration, Great Lakes - Illinois River Basins
             Project, (Summer data is unpublished).

11-13.  McKelvey,  K.  K.  and  Maxey Brooke, The  Industrial Cooling Tower,
             Elsevier Publishing Company. 1959.

11-14.  The Marley Company,  Cooling Tower Fundamentals and Application
             Principles,  Kansas City, Missouri 64114.  1967.

11-15.  Marvin,  C.  F., Psychrometric Tables for Obtaining the Vapor
             Pressure, Relative Humidity, and Temperature of the Dew
             Point, U. S. Department of  Commerce, Weather Bureau,
             W.  B.  No. 235.  1941.

11-16.  Michigan Water Resources Commission, Lake Michigan Water
             Temperature  Data (C. Fetterolf & D. Seeburger)
             (unpublished).1970.

11-17.  Michigan Water Resources Commission, Public Hearing -- Recon-
             sideration  of Temperature Standards for Fish and Aquatic
             Life,  March  1970.

11-18.  Mortimer,  C.  H.,  Frontiers in Physical Limnology with Particular
             Reference to Long Waves in  Rotating Basins, "Internal
             Waves  and Associated Currents Observed in Lake Michigan
             During the  Summer of 1963," Publication No. 10, Great
             Lakes  Research  Division, The University of Michigan.  1963.

11-19.  Moses, Harry  and  Mary A. Bogner, Fifteen-Year Climatological
             Summary  --  January 1. 1950-December 31. 1964, Argonne
             National  Laboratory, Argonne, Illinois, September 1967.

11-20.  Noble, Vincent E., Winter Temperature Structure of Lake
             Michigan, Publication No. 13, Great Lakes Research Division,
             The University  of Michigan.  1965.

-------
                                                                 193

                                                                11-21

11-21.  Noble,  Vincent E.  and  Robert  F. Anderson,"Temperature and
             Current in the  Grand Haven, Michigan, Vicinity During
             Thermal  Bar Conditions," Proceedings of llth Conference
             Great Lakes Research,  Internat. Assoc. Great Lakes Res.,
             pp.  470-479.  1968.

11-22.  Noble,  Vincent E.  and  John  C. Wilkerson, "Airborne Temperature
             Surveys of Lake Michigan, October 1966 and 1967,"
             Limnology and Oceanography, Volume 15, Number 2.
             March 1970.

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                                                                195
                   III ECONOMIC CONSIDERATIONS
                      General Cost Factors
     The cost of power generation, i.e. the busbar cost, is expressed
in Mills/KWH and is usually broken down into fixed and variable
cost components.  Fixed charges are those which are unaffected by
plant output and include interest on money, amortization of the
plant capital cost, interim replacements, insurance, and taxes.
Although income taxes vary somewhat with plant use, they are usually
included in fixed charges because they are reasonably predictable
and the courts have held that the return which a utility is entitled
to earn must be computed after allowance for such taxes (Reference
III-4).  The annual fixed charge rate is expressed as a percentage
of plant capital cost.  It is the sum of the charges alloted to
each contributing item noted above.  In determining the fixed cost
contribution to total busbar cost, the annual cost is calculated
in dollars and then converted to Mills/KWH in accordance with plant
operation time.
     Variable costs, also called operating costs or production
costs, are those associated with the amount of generation and
include fuel, payroll labor, and other operating and maintenance
expenses.  Each of these items is expressed in terms of Mills/KWH.
     Both fixed and variable costs are influenced by the heat dissipa-
tion system of a plant.  The opposite is also true, because general
cost factors play a major roll in the optimal design of a plant-
cooling system combination.  Hence, it is important to establish
economic criteria in the early stages of this study.

-------
                                                                 196
                                                                 III-2
     The sum of charges noted above make up the busbar cost of
power from a given plant without regard to its location. For an
overall optimization of power costs at the load center in a large
system, the location of a new plant must also be assessed in
terms of transmission and distribution costs.  These costs may
outweigh additional  costs involved in off-stream cooling devices.
Battelle Northwest (Reference 111-2) cites a cost of about 0.3 Mills/
KWH per 100 miles of transmission.  This figure is substantiated by
the analysis of Hauser (Reference III-6) who concludes that the
additional  cost of wet cooling towers, about 0.2 Mills/KWH, is
equivalent to a transmission distance of about 80 miles.  In a
discussion of evaporative cooling systems related to costs of
nuclear plants at numerous locations throughout the United States,
Kempf and Fletcher (Reference III-7) state that "...the use of a
costlier evaporative system at a site situated favorably with
respect to load centers may be economically preferable to the
transmission of power from sites which can use once-through cooling
but are remote from load centers."
                         Study Approach
     The economic analysis is directed toward the effect of cooling
system choice on the total busbar cost of generating power.  An
economic life of 30 years is assumed for all  plants and systems
considered.

-------
                                                                 197
                                                                 III-3
      Initially, an attempt was made to determine the representative
 capital and operating costs for the "Typical" 1000 MW fossil fuel
 plant which could be studied at a number of general sites around
 Lake  Michigan.  Such a single plant approach was found to be
 unreasonable because of the wide variation in capital costs and
 operating  costs, including fuel, for existing plants adjacent to
 the Lake.  Federal Power Commission data (Reference III-5) for
 ten such plants built since 1960 reflect capital costs ranging from
 $105  to $186/KW.  For the same plants, operating costs (i.e., fuel,
 operation  and maintenance)ranged from 2.20 to 3.53*Mills/KWH.  Such
 variations of over 60 percent indicate the potential inaccuracy
 in assuming a single set of cost values to be representative
 throughout the study area.  This is particularly true when assessing
 additional costs of alternative cooling systems since the busbar
 cost  increase for alternative systems, other than dry cooling, will
 be less than 5% (Reference III-6).
      In order to provide a meaningful interpretation of plant
 economics for a number of sets of cost factors, three rate values are
 used  for each cost component which might vary from one situation to
 another.  Values were grouped in "Low", "Normal," and "High" sets in
 an attempt to bracket cost conditions which will be encountered
 within the study area (Table III-l).  The combination of factors called
 "Normal", Case II, is the most representative of an overall average
 of current costs; the "Low" and "High" combinations, Cases I and III,
 respectively, are included to represent reasonable extremes.
* Information as of 1968.

-------
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-------
                                                                 199
                                                                 III-S
     Four additional sets of cost factors were used to show the
effect of variation in individual factors as opposed to the
combined effect of changing all factors from case to case.  (See Table
III-l, Cases IV-VII).  In these cases, the "Normal" level of cost
factors was used as a base except that one value from the "High"
level was substituted in each of the four cases.
     Information on cost components was obtained from numerous
surveys, indexes and general references.  Table III-2 presents
sources and cost data by component category.
     With this background, we can compute the basic plant cost for
the seven combinations of economic factors cited in Table III-l.
This information is presented in Table III-3 which gives the capital
cost in dollars per KW and busbar cost in Mills per KWH.  The busbar
cost was calculated by summing up a constant operation and maintenance
cost of .75 Mills/KWH with the fuel and fixed charge costs.
     Differences in busbar costs between Cases I, II and III are
brought about by changes in all of the first three cost factors (land
costs are included for cooling pond analysis only — the cost of land
for the plant itself is included in the plant capital cost).  As shown
in Table III-4, Cases IV-VI are used to determine the busbar cost
differences due to changes in individual cost factors.  These data
provide the basis for a later comparison of the added cost of specific
cooling systems to other economic factors influencing generation cost.

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-------
                                                202
                                                III-8
                    TABLE  II1-4
INFLUENCE OF INDIVIDUAL  COST  FACTORS ON  BUSBAR COST
Cost Factor Item
Case No.
Difference from
Case II (Normal)
Resulting Change in
Busbar Cost, Mills/KWH
Plant Capital Cost IV $25/KW 0.49
Fixed Charge Rate V 3% 0.57
Fuel Cost VI 5<£/106 Btu 0.43

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                                                                  203


                            References                            In~9
 III-l.  Anon.  "16th Steam Station Cost Survey."   Electrical
              World.  172 (18):  41-56.   1969.

 II1-2.  Battelle - Northwest.   Nuclear Power  Plant Siting  in  the
              Pacific Northwest  for the Bonneville Power  Administration,
              Contract No.  14-03-67868.Battelle  Memorial  Institute,
              Richland, Washington.  1967.

 III-3.  Edison Electric Institute.  Statistical Year Book  of  the
              Electric Utility  Industry for 1968.   Number 36,
              Publication No.  69-48.  EEI,  New York.   1969.

 III-4.  Federal Power Commission.   National Power Survey.
              U. S. Government  Printing Office.  1964.

 III-5.  Federal Power Commission.   Steam-Electric Plant  Construction
              Cost and Annual  Production Expenses.U.  S. Government
              Printing Office.T96JL

 III-6.  Hauser. L. G.  "Cooling Water Sources for Power  Generation."
              ASCE National Water Resources Engineering Meeting,
              January 26-30, Memphis, Tennessee.   Meeting Reprint
              1102.  1970.

 III-7.  Kempf, F. J. and J. F.  Fletcher.  Effects of Site  Location
              on the Capital Costs  of Nuclear  Electric  Plants.BNWL-
              9BQUC-80, Reactor Technology.(Battelle  Memorial
              Institute, Richland,  Washington.)  1969.

 II1-8.  National Coal Association.  Steam-Electric Plant Factors.
              1969 Edition.  Washington, D. C.T961T

 III-9.  R.  W. Beck and Associates.  Personal  communication.   1970.

111-10.  Short, H. C.  "Nuclear  Power Buildup  Goes Critical."
              Chemical Week.  102 (21):  43-61.  1968.

III-ll.  Swengel, F. M.  "A New  Era of Power Supply Economics."
              Power Engineering, pp. 30-38. March, 1970.

II1-12.  U.  S. Department of Commerce.   U.S.  Census  of Agriculture.
              Volume I.  U. S. Government Printing Office.1964.

II1-13.  West Central Region Advisory Committee.   West Central  Region
              Power Survey  1970-1990.  A Report  to the  hederal  Power
              Commission.

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                                                                 205
                  IV.  ENGINEERING CONSIDERATIONS
                            Introduction
     The initial requirements for approximating the size and performance
of alternative cooling systems are the design meteorological and lake
temperature data for the four geographical sections (Tables 11-5 and
8).  Based on these data and generalized cost estimates for system
components and operation, component sizes and performance characteristics
are determined via digital computer programs.
     The procedure for designing each cooling device varied according
to the sources of the computer programs.  A computer program developed
by the Dynatech Corporation was used as a primary means for analyzing
wet cooling towers, cooling ponds and once-through systems (Reference
IV-5).  The Ceramic Cooling Tower Company provided computer runs for
the design of power spray modules for cooling canal systems (Reference
IV-2).  Advanced design and cost data on mechanical and natural  draft
dry (Heller) cooling systems were obtained from R. W.  Beck and
Associates (Reference IV-9).

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                                                                 206
                                                                 IV-2
     The Dynatech and R.  W.  Beck computer programs are the results of
FWQA research contract efforts.   Back-up data from in-house sources
were provided on natural  draft wet towers and cooling ponds.  Supple-
mentary cost data on wet towers  were obtained from The Marley Company
(Reference IV-3) and Research-Cottrell, Inc.  (Reference IV-10).
Dynatech's program also had some design data  on dry systems.  Cross-
referencing and spot checks between Dynatech, R. W. Beck and in-house
calculations were made to assure consistency and reasonable agreement
of the results despite the varied approaches used in system design.
     Descriptions of the analytical techniques used in calculating the
sizes and performance of the cooling devices are not presented in this
report.  The reader  is urged to consult appropriate references on the
subject (References  IV-1, 4-5, 7-8, 12).

                   General Optimization Procedure
     All cooling  systems perform most effectively  at elevated water
 temperatures.   Reduced pumping and  fan power, shorter tower packing,
 and smaller  pond  surface areas can  be achieved  by  increasing the  inlet
 water  temperature to the cooling  system.  The same temperature increase,
 however,  adversely affects the efficiency of the  power  plant as it results
 in condensing  the steam at a  higher turbine  backpressure, and  thus in-
 creases the turbine  heat  rate.  An  economic  optimization  therefore
 involves the analysis of  the  two  competing factors for  the  selection of
 the condensing steam temperature.

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                                                                 20?
                                                                 IV-3
     Another important factor in determining the size and  cost  of a
cooling system (i.e., cooling device and condenser)  is the approach
temperature.  For a wet cooling tower and spray canal, the approach
is equal to the difference between the cold water temperature and the
ambient wet-bulb temperature.  The approach temperature for a cooling
pond is equal to the difference between the outlet cold water temperature
and the equilibrium pond temperature; and for a dry tower, it is  equal
to the difference between the outlet water and dry-bulb temperatures.
The smaller the approach, the larger the cooling device's  heat  exchange
surface and consequently the cost.  The magnitude of the approach tem-
perature also affects the operation of the power generation system.  The
smaller the approach, the more efficient the power generation because
of the lower sink temperature.

Dynatech Program
     In designing a particular cooling system, Dynatech's  computer
program (Reference IV-5) optimizes with respect to both the approach
and the condenser temperature.  The calculations start with a minimum
allowable condenser temperature.  System costs are then calculated for
all allowable approaches in increments of 1°F.  This process is
repeated for all allowable condenser temperatures, increasing the latter
in each trial by 1°F.  In this manner, the costs for all  combinations
of approach and condenser temperatures are calculated.  The minimum
cost that is found in this process gives rise to the "optimum"  com-
bination of approach and condenser temperatures for the design  meteoro-
logical conditions.

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                                                                 203
                                                                 IV-4
     In addition to size and performance data,  the computer program
provides capital system cost and total  operating cost for the design
conditions.  An adjusted total  operating cost estimate based on the
off-design ambient meteorologic data (i.e.,  annual  operation) and
various plant capacities is  also given.  All  seven combinations of
economic factors presented  in Table III-l  were  used in the analysis
for this report.
     Dynatech's computer program has two options for specifying the
plant capacity factor.   One is a straight 100 percent capacity factor
implying full-load year-round operation of the  plant, and the other
is a variable capacity operation over an annual  cycle.  The latter
option was used here with an average yearly  capacity factor of 82%.
The selected capacity distribution throughout  an annual  cycle is as
fo11ows:
     Capacity            1.00     .80     .60      .25     0
     Hours/year          5150     1750    800      700     360

     These data are needed  for determining  the yearly operating cost
of the selected cooling system.

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                                                                 209
                                                                 IV-5
     Another important system cost factor is the turbine heat rate
and its variation with capacity factor and the condenser operating
temperature.  Data for a typical GE turbine of a 1000 MW capacity were
used with the Dynatech program.  Turbine heat rates at several
capacity factors were obtained from the manufacturer's heat rate
tables (Reference IV-6).  At 1" Hg turbine backpressure and a capacity
factor of 100 percent, the turbine heat rate is 7415 Btu/KWH; at
25 percent capacity it is 8807 Btu/KWH.  (Note that the above are
heat rates for a specific turbine and should not be equated to an
overall plant heat rate).  The Dynatech program has an interpolating
routine that evaluates the heat rate at the plant capacity factor for
the baseline design conditions*.  Other heat rates are needed for the
off-design* operating conditions, since it is necessary to calculate
the total  heat rejected at various capacities.  From the heat rejection
data and the percent of time the plant operates at off-design conditions,
an estimate of the cooling system operating cost and the associated
fuel savings can be made.
     The off-design spring, summer, fall, and winter conditions were
matched with the power plant capacity to allow maximum plant output
during the summer and winter peaks.  Table IV-1 shows the percent of
time the cooling systems operate for various plant capacities.
*The baseline design weather conditions and lake temperatures are
given in Tables II-5 & II-8, respectively.  Off-design conditions are
given in Tables II-2 and II-7.

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210
IV-6
TABLE IV-1
PERCENT OF
Plant
Capacity, %
100
80
60
25
0
COOLING SYSTEMS
Spring
10
15
35
40
0
TIME AT OFF-DESIGN
Summer
40
35
15
10
0
CONDITIONS
Fall
10
15
35
40
100

Winter
40
35
15
10
0
These data are used in conjunction with the seasonal  weather  data
(Tables II-2 and II-7) to compute annual  operating  costs  for  the chosen
cooling system.  The effect of more favorable  off-design  weather con-
ditions gives average operating costs (in Mills/KWH)  substantially
lower than the operating costs under design conditions.

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                                                                 211
                                                                 IV-7
     In the course of the present studies, it was found that during
extremely cold winter conditions, the cooling system did not receive
adequate heat to prevent it from freezing.  In practice, the flow rate
can be changed to prevent this, or, in the case of cooling towers, ice
rings for natural draft or fan reversal for mechanical draft towers can
be used.  It may even be advantageous to burn more fuel and generate
greater quantities of electric power.  No such provisions were made in
Dynatech's program.  For this reason, the cost data based on the variable
ambient conditions may be too high.  The 5 percent summer design data
imposed severe operating conditions for tower design with the result
that the cooling systems were "too good" during the winter off-design
conditions.
     For mechanical draft wet tower cooling systems the capital cost
data developed by the Dynatech program agrees reasonably with 1970
published and unpublished information available from The Marley Company
(Reference IV-3) and Fluor Corporation (Reference IV-11), two major
tower manufacturers in the United States.
     The total system cost for the natural draft towers presented in
the following section of this report may not be minimal.  Research-
Cottrell (Reference IV-10) supplied current capital cost data, which
checked favorably with that published by The Marley Company (Reference
IV-3).   However, this capital  cost, which was inserted into the program,
is based on a tower height of 500 feet and a tower diameter of 400 feet.

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                                                                 212
                                                                 IV-8
Thus, the optimization process became somewhat artificial.   In par-
ticular, the approach temperature had to be fixed  so that the tower
size would be appropriate for the capital  cost provided by Research-
Cottrell.  Hence, the operating cost portion of the total  system cost
may be inflated.
     In determining the capital  cost of a  cooling  pond, the Dynatech
program simply multiplies the pond size (acres) by the land cost ($/acre)
Thus, no land preparation or construction  costs are included.

Ceramic Cooling Tower Program*
     For this study,  design data  for spray cooling canals  using Power
Spray Modules (PSM) were supplied by the Ceramic Cooling  Tower Company*.
The output from the Ceramic program includes the number of  Power Spray
Modules, the minimum canal  dimensions,  and module  cost.
     As a part of the  input data required for Ceramic Cooling Tower's
computer program, the heat load,  the water flow, the cooling range,
and the outlet water temperature  are all  specified.   These  data were
obtained from a cooling pond cooling system designed by the Dynatech
program.  Additional  input data requirements include dry-  and  wet-bulb
temperature, wind velocity, and barometric pressure.
*The use of this program does not imply endorsement of the  product by
 FWQA.

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                                                                  213
                                                                 IV-9
     Other assumptions for complete cost evaluation of spray canals
follow:
     1.  The condenser system cost was obtained as calculated from
the Dynatech cooling pond system optimization.
     2.  The capital cost of the cooling canal system includes 15
percent of the material cost for installation and electrical  work.
The cost of the land and canal preparation was assumed at 12 percent
of the material cost.  The land cost was less than 1  percent, a very
small cost item compared to cooling ponds.
     3.  The operating cost was based on the baseline design conditions
with adjustments made for cooler temperatures.  An adjustment factor
of 0.62 was calculated based on the number of units in operation during
spring, summer, and fall  conditions.  A maintenance cost equal  to 1
percent of the operating cost was added, consistent with Dynatech's
calculations.
     4.  The sum of the condenser system cost, the amortized  capital
cost and 0 & M cost made up the total  system cost.  No differential
fuel cost was included, because it was assumed that the differential
heat rate of a plant with a PSM system could be minimized by operating
adequate number of units as the ambient conditions change.

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                                                                 214
                                                                 IV-10
R. M. Beck Program
     R. W. Beck's computer program optimizes  the  dry system  based on
four major cost items — capital  cost,  auxiliary  power cost,  cost due
to loss of capacity, and fuel  cost.   Parametric study of  all  cost items
are considered for initial  temperature  differences  (ITD)  between  the
inlet dry-bulb air and the inlet hot water temperatures ranging  from
30°F to 80°F.  At large initial  temperature differences,  the cooling
system is highly efficient and thus compact and relatively inexpensive.
The auxiliary power requirements are also relatively small.   On  the
other hand, the loss of power and the resulting fuel cost are great.
Thus, the last two cost items compete for the low ITD while  the  first
two compete for the high ITD.  The optimal ITD for a given region is
consequently dictated by the combined effects of  all cost factors.
     R. W. Beck's program was run for four sites  around Lake Michigan
in order  to show the effects of weather variations.  These sites were
Chicago,  Green Bay, Milwaukee, and Grand Rapids.   A total of 7500 hours
per year  of operation was assumed.  One-half of this time was at 100
percent capacity and the other half at 75 percent capacity.   The
remaining  1260 hours per year were for shutdown.

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                                                                 215
                                                                 IV-11
     The fuel cost and the fixed charge rates from Table  III-l were
used.  Whenever there occurred a loss of capacity of 10 hours  per
year or more at full throttle, gas turbine peaking units  were  used to
make up for this loss.  The loss of capacity at full  throttle  is  due
to high backpressure that may occur at peak demands.   The cost of gas
turbine peaking unit was assumed at $100/KW.
     Both natural and mechanical draft dry towers were considered for
all regions.  The optimum tower dimensions and all cost items  were
output from the program.

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                                                                   216

                                                                  IV-12

                            References
IV-1.   Carey,  John  H.,  John T.  Ganley, and John S. Maulbetsch.  A_
             Survey  and  Economic Analysis of Alternate Methods for
             Cooling Condenser Discharge Water in Thermal Power
             Plants, Task  I Report: Survey of Large-Scale Heat
             Rejection Equipment.  Prepared for the Federal Water
             Pollution Control Administration.  July 21, 1969.

IV-2.   Ceramic Cooling  Tower Company.  Personal Communication.  1970.

IV-3.   Dickey, Joe  Ben  and Robert E. Kates.  "Thermal Pollution and
             the Water Cooling Tower."  Presented April 2, 1970 in
             San Francisco at the meeting of the National Pollution
             Control  Conference  and Exposition.

IV-4.   Edinger, Dr.  John  E. and Dr. John C. Geyer.  Heat Exchange in
             the Environment.  Cooling Water Studies for Edison
             Electric Institute, Research Project RP-49, The Johns
             Hopkins University, Baltimore, Maryland.  June 1, 1965.

IV-5.   Fuller, W. D.  A Survey  and Economic Analysis of Alternate
             Methods for Cooling Condenser Discharge Water in Thermal
             Power Plants, Phase II-Task I Report: System Selection,
             Design,  and Optimization.  Dynatech Report No. 921,
             Prepared for  the Federal Water Quality Administration.
             July 8,  1970.

IV-6.   General  Electric.  Heat  Rates for General Electric Steam
             Turbine-Generators...100.000 KW and Larger.  GET-2050B.
             (No date).

IV-7.  McKelvey, K.  K. and Maxey Brooke.  The Industrial Cooling
             Tower.   Elsevier Publishing Company.  1959.

IV-8.   The Marley Company.  Cooling Tower Fundamentals and Application
             Principles.   Kansas City, Missouri 64114.  1967.

IV-9.   R.  W. Beck & Associates.  Personal Communication.  1970.

IV-10.   Research-Cottrell, Inc.  Personal Communication.  1970.

IV-11.   Weis, Edward.  Fluor Products Co., Inc.  "Tower Selection."
             Industrial  Water Engineering.  Volume 7, Number 5,
             pp. 25-29.  May 1970.

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                                                                 21?

                                                                 IV-13

IV-12.   Winiarski,  Lawrence  D., et al.  A Method for Predicting the
             Performance  of  Natural Draft Cooling Towers.  U. S.
             Department of the  Interior, Federal Water Pollution
             Control  Administration,  Con/all is, Oregon.  January 1970.

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                                                               219

                           V. RESULTS
     Performance data for the various alternative cooling systems
are presented in Section A below.  Cooling system cost includes
the cost of condenser, pumps, piping, and controls, as well as the
specified heat dissipation device.  Comparative capital and busbar
costs for the complete power plant using these alternative cooling
systems are examined in Section B.

                       A.  Cooling Systems

Introduction
     For each cooling system, engineering performance data and
capital and total system cost data are presented in tabular form.
Since most of the data are self-explanatory, only limited descriptions
of the tables are given.

Wet Cooling Towers
     Performance Data
          Mechanical Draft
               A complete set of performance data for the mechanical
draft wet cooling tower operating under design conditions is given
in Table V-l for each case and for the four sections of the Lake
Michigan area.  There appears to be little sectional variation.
               All temperature values are rounded to within one
degree.  For this reason, one cannot expect to exactly recalculate
the heat rejected by multiplying the range by the condenser flow.

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-------
                                                                 222
                                                                 V-4
          Natural  Draft
               Table V-2 presents the performance data for wet
natural draft towers operating under design conditions.  Little
variation between  the four geographical  sections was found, so
the data are averaged over ail! sections.
     System Cost
          Mechanical Draft
               Table V-3 presents the total capital  cost and average
cooling system cost rate for the wet mechanical  draft towers
described in Table V-l.

          Natural  Draft
               Table V-4 presents the total capital  cost and average
cooling system cost rate for the wet natural draft cooling towers
described in Table V-2.  As mentioned previously, a tower capital
cost of $6.5Q/KW is assumed for all cases.  It should be specifically
noted again that fixing the approach on the one hand and the tower
cost on the other hand severely limits  the cost optimization process.
Thus, the total cooling system operating cost given is probably not
minimal.  This point is particularly stressed here for the comparison
with the smaller costs for wet mechanical  tower cooling systems.

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-------





Case*
I
II
III
IV
V
VI
VII



COST DATA
COOLING
Condenser & Pump
Capital Cost,$/KW
5.40
5.31
5.21
5.21
5.14
5.40
5.30


TABLE V-4
FOR NATURAL DRAFT
TOWER SYSTEMS
Total System Capital
Cost, $/KW
11.90
11.81
11.71
11.71
11.64
11.90
11.80
226
V-8



Total System Cost
MIlls/KWH
0.241
0.306
0.373
0.310
0.358
0.314
0.306
*  See Table III-l

-------
                                                                 227
                                                                 V-9
Cooling Ponds
     Only flow-through ponds are examined in detail.   Mixed pond
sizes were not determined, however it is estimated that with
proper selection, their areas would be about two to three times
greater than the flow through ponds.
          Performance Data
               Flow-through cooling pond sizes and other parameters
vary little from one section of the lake to another because of
the small variations in the design ambient conditions.  For example,
there is less than 4 percent variation among the sizes in the four
sections corresponding to Case I.  Therefore, Table V-5 presents
the average performance data for the four geographical sections.
Optimum pond size is strongly influenced by the land cost as indicated
in Table V-5.  It varies from 2030 acres for a land cost of $500
per acre in Case II to 1490 acres for a land cost of $1000 per acre
in Case VII.
          System Cost
               Table V-6 gives the total capital and average cooling
system cost rates for flow-through cooling ponds.  Variations in  the
cost of the cooling system between the four geographical sections
are also shown.

-------



























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                                                                                                        230


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                                                                  231
                                                                 V-13
Spray Cooling Canals
          Performance Data
               Performance data for spray cooling canals using Ceramic
Cooling Tower Company's Power Spray Module are given in Table V-7.
The input data were selected from the cooling pond design information
given in Table V-5.  As indicated in Table V-7, the PSM's are
arranged in rows of four units across the canal, with from 28 to 32
rows spread along the canal's length.  Thus, water flowing down the
canal will be cooled as it passes through consecutive rows of PSM
units.
          System Cost
               The average total material cost for the spray cooling
canals described in Table V-7 is $1.83/KW.  Further additional costs,
as described previously in Section IV - "Engineering Considerations" -
increase the total capital cost (exclusive of condenser system) to
$2.30/KW.  Table V-8 presents the spray cooling canal cost data.

Dry Cooling Towers (Heller System)
          Performance Data
               The optimal initial temperature difference (ITD)
for all sites examined ranged from 57 to 62°F.  For these ITD's,
the optimal water cooling range is on the order of 50 percent of the
corresponding ITD.

-------
SPRAY COOLING CANAL
232
V-14
TABLE V-7
PERFORMANCE DATA AT DESIGN CONDITIONS
Section
Parameter
Approach, °F
Range, °F
Cold Water Temp. , °F
Condenser Flow, cfs
Heat rejected, 109 Btu/hr
Total number of PSM-4-10-75
Number of units per row
Number of rows
Total Horsepower
Minimum channel width, ft.
Minimum channel length, ft.
NW
20
20
90
960
4.3
112
4
28
8400
160
4480
SW
16
20
90
960
4.3
128
4
32
9600
160
5120
SE
17
20
90
960
4.3
124
4
31
9300
160
4960
NE
19
20
90
960
4.3
116
4
29
8700
160
4640

-------



Case*
I
II
III
IV
V
VI
VII


COST DATA FOR
Condenser & Pump
$/KW
6.09
5.88
5.87
5.88
5.72
6.02
5.95

TABLE V-8


233
V-15

SPRAY CANAL COOLING SYSTEMS
Spray Canal
$/KW
2.30
2.30
2.30
2.30
2.30
2.30
2.30
Total Capital
Cost, $/KW
8.39
8.18
8.17
8.18
8.02
8.32
8.25
Total System
Cost, Mills/KWH
0.148
0.185
0.225
0.185
0.216
0.189
0.185
*  See Table III-l

-------
                                                                 234
                                                                 V-16
               The land requirement for a  mechanical  draft  tower
at ITD = 57°F is 8.7 acres  and  at ITD  = 62°F  is  7.8  acres.
               The size of  a natural draft tower varies with  the
initial temperature difference, being  smaller when the  ITD  is
large.  The height, base diameter,  and the top diameter date  at
the two extreme ITD's are listed in Table  V-9 below:
                             TABLE  V-9
        DIMENSIONS OF NATURAL DRAFT COOLING TOWER IN FEET

Dimension                        ITD = 57°F              ITD = 62°F
Height
Base diameter
Top diameter
487
593
398
455
547
383
Cooling System Cost
          Capital Cost
               The range of capital  cost for a mechanical  draft dry
cooling tower system for Chicago is  listed below:
               ITD °F                               58-59
               Cost without peaking, $/KW           16.8  -  17.1,
               Cost with peaking, $/KW              24.0.  -  24. 1

-------
                                                                 235
                                                                 V-17
               The capital  cost of a natural draft dry tower depends
on the size of the tower.   Additional cost for peaking units is
included whenever a substantial loss in capacity occurs.  Gas turbine
peaking units were chosen at an assumed cost of $100/KW.  The total
capital cost is the sum of  these two items.  The range of capital costs
of natural draft cooling towers for the sites examined are listed in
Table V-10 as a function of optimal ITD's.

                            TABLE V-10
       COOLING SYSTEM.CAPITAL COST ($/KW).OF NATURAL DRAFT
                        DRY COOLING TOWER
Site ITD °F Cost without Peaking ($/KW) Cost with Peaking ($/KW)
Chicago 57-58
Grand Rapids 57-58
Milwaukee 58
Green Bay 58-62
18.8 - 19.1
18.8 - 18.4
19.7
18.5 - 19.7
25.8 - 25
25.1 - 25
26.8
25.4 - 25
.8
.2

.5
          System Cost
               The total cost of the cooling system with mechanical
draft dry coo.ling towers for the four sites examined are listed in
Table V-ll.

-------
TABLE V-11
236
V-18
TOTAL SYSTEM COST DATA FOR MECHANICAL
DRAFT DRY COOLING TOWER SYSTEMS (MILLS/KWH)
Case*
I
II
III
IV
V
VI
VII
Chicago
0.57
0.72
0.87
0.72
0.85
0.74
0.72
Green Bay
0.55
0.69
0.82
0.69
0.82
0.70
0.69
Milwaukee
0.58
0.72
0.87
0.72
0.84
0.74
0.72
Grand Rapids
0.55
0.69
0.82
0.69
0.81
0.70
0.69
Average
0.56
0.71
0.85
0.71
0.83
0.72
0.71
*  See Table III-l

-------
                                                                  237
                                                                 V-19
               The total costs of the cooling system with natural
draft dry cooling towers for the four sites examined are listed in
Table V-12.
                            TABLE V-12
                TOTAL SYSTEM COST DATA FOR NATURAL
            DRAFT DRY COOLING TOWER SYSTEMS (MILLS/KWH)
Case *
I
II
III
IV
V
VI
VII
Chicago
0.54
0.67
0.80
0.67
0.79
0.68
0.67
Green Bay
0.52
0.64
0.77
0.64
0.76
0.65
0.64
Milwaukee
0.54
0.68
0.82
0.68
0.81
0.69
0.68
Grand Rapids
0.51
0.64
0.77
0.64
0.76
0.65
0.64
Average
0.53
0.66
0.79
0.66
0.78
0.67
0.66
*  See Table III-l

-------
                                                                 23 S
                                                                 V-20
       B.  Economics of Cooling Systems and Total  Plants
               Total  costs are presented which account for all
components included in each cooling system.  For the sake of comparing
costs of alternate cooling systems, however, the cost in excess
of the minimum requirement is most meaningful,,  The minimum cooling
system requirement for this analysis is the once-through cooling
system described earlier in Section III.    Table V-13 shows the
cost differential in capital cost ($/KW) and busbar cost (Mills/
KWH) for the cooling systems designed for the various economic
conditions defined by Cases I through VII.
               The effect of cooling system choice on the total
cost of producing power is shown in Table V-14 which summarizes
total busbar costs for all plant-cooling system combinations studied.
The busbar costs in Table V-14 include all fixed and variable cost
components which are involved in the cost of the basic plant with
once-through cooling, Table III-3, and the differential cooling
system costs, Table V-13.

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                                                               241
         VI.  ENVIRONMENTAL EFFECTS OF COOLING DEVICES
                          Introduction
     The areas of environmental concern associated with heat dissipation
methods can be separated into four general  categories:
          1)  Fog potential
          2)  Consumptive water loss by evaporation
          3)  Drift
          4)  Slowdown
     A fifth category, "Effect on Local  Weather,"  can also be con-
sidered, but this effect is closely related to number 1  above.
     In terms of the alternative methods of heat dissipation discussed
in this report, the above concerns may be associated with specific
cooling devices as shown in Table VI-1.
     It is apparent from Table VI-1  that dry cooling devices should  have
no adverse affect on the environment.   In fact, it has been suggested  by
Stewart (Reference VI-23) that the heat from dry towers could be  used
beneficially to dissipate fog at airports.

-------
                          TABLE  VI-1
              ENVIRONMENTAL  EFFECTS OF  COOLING  DEVICES
                                                                 242
                                                                 VI-2
Cool ing Method
Environmental Effects
Potential Fog Evaporation Blowdown Drift
Wet Towers
Yes
Yes
Yes
Yes
Ponds
Yes
Yes
No
No
Spray Canals
Yes
Yes
Yes
Yes
Dry Towers
No
No
No
No
                         Fog Potential
Definition of the Problem
     Essentially, fog is a cloud at ground level  and can  be  described
as a collection of very small liquid water droplets  (e.g.,  <50 micron
diameter) suspended in the air.   Fog exists only  when the air is
saturated with water vapor.  Since cold air becomes  saturated at  a
much lower- water content than warm air, cold climates present a greater
potential for fog.  Thus, one need not worry about fog formation  except
under climatic conditions of high humidity and low temperature.

-------
                                                                    243
                                                                   VI-3
     Wet cooling devices discharge water vapor to the atmosphere as a
direct result of their primary heat exchange mechanism - evaporation.
Under normal circumstances, this discharge of moisture-laden air is
dissipated rapidly in the ambient air.  However, under severe climatic
conditions (i.e., high humidity and low temperature) the moisture could
produce a fog condition if the moisture were trapped in the lower levels
of the atmosphere, such as during a period of high atmospheric stability
(i.e., an inversion).
     Cooling towers do produce visible plumes.  However, plumes are not
a problem unless they reach the ground, thus causing fog.  In fact, only
when the fog occurs over inhabited areas would it be considered a problem.
Special concern should be directed towards a fog which may cause obstruc-
tion of vision on highways or near airports.  Downwash of the plume from
an oil refinery's mechanical draft cooling tower caused such a problem
on an adjacent highway during the winter of 1959 (Reference VI-11, see
paper by Hall).  The problem was solved by installing heaters in the tower
stack, thus increasing the ability of the air to hold water vapor and
prevent saturation conditions.  This technique is described by Buss
(Reference VI-5).  Such problems should normally be prevented by siting
a cooling tower as far from highways and airports as possible.  Also, the
tower should be located so it is downwind from the point of interest
during periods of low temperature and high humidity.
     Under normal conditions, cooling tower plumes rise due to their
initial velocity and buoyancy and rarely intersect the ground before they
are dissipated.  The plumes also have the ability to penetrate through

-------
                                                                  244
                                                                   VI-4
an inversion.   Visual  observations  at the  Keystone  Plant  near Shelocta,
Pennsylvania,  indicate that even  under conditions of severe  local  ground
fog, the plumes from the plant's  cooling towers  penetrated through the
ground fog and were dissipated  in the upper  air.
     Several  publications are available (References  VI-2-5,  11,  14,  20,
23, and 24) which  deal with the fog potential  of wet cooling towers.
While it is generally  agreed that cooling  towers are potential  fog
producers, it  is  also  generally agreed that  they are not  probable  fog
producers.  Most  authorities agree  that low  profile  mechanical  draft
towers are more likely to produce a fog condition than  tall,  natural
draft towers.   However, at least  one source  (Reference  VI-14)  indicates
that the initial  height of the  vapor emission  is not important,  but
rather the concentration of the heat and water vapor in a single point
(i.e., natural  draft tower)  rather  than in a line source  (i.e.,
mechanical draft  towers) tends  to provide  greater opportunity  for  the
plume to rise.
     Very little  information is available  on the fog potential  of
cooling ponds.   Decker (Reference VI-11) contends that  "Pond  cooling
should provide the greatest change  of fog  formation  at  the surface,"
however, experience to date (Reference VI-20)  indicates that  this  cold
weather "steam fog" stays over  the  surface of  the pond  and does  not
create local  fog  problems.  Winter  icing can occur near the  edges  of
the pond.  Actually, one would  not  expect  the  fog conditions  over  a
cooling pond to differ much from  those over  a  once-through discharge
area of a lake or river.

-------
                                                                 245
Environmental Studies
     At least two reports (References VI -4 and 20)  deal  with site
visits to large U. S. power plants which utilize wet towers.  One
report was prepared by a utility (Reference VI-4),  the other by State
and Federal  pollution control  agencies (Reference VI-20).   Both study
teams visited plants in the coal mining region of the Appalachian
Mountains, i.e., Keystone, Fort Martin, Big Sandy,  and Clinch River.
The pollution control agency team also visited the  Mt. Storm plant
which uses a cooling pond.  The general conclusions of both reports
are the same -- fog from the towers (and pond) was  not considered a
problem by the plant operators or by the local residents.   A similar
study conducted in Europe resulted in the same conclusion  (Reference
VI-11).
     Of course, visits to sites and discussions with plant personnel
can only give qualitative information as to the fog potential of
cooling towers.  A rigorous, scientific investigation is needed to
provide firmer evidence.  Such a study is being conducted  at the
Keystone plant by IIT Research Institute.  The study's principal
investigator, Dr. Eric Ansley, reports in a recent  issue of Electrical
World (Reference VI-2):
         "There is some apprehension today that cooling-
          tower emissions may produce undesirable environmental
          effects.  Inadvertent weather effects, including
          local fogging and icing, cloud formation, and
          increased precipitation, are often cited as pos-
          sibilities.  Initial results from ground and
          aerial studies being conducted by IIT Research
          Institute of Chicago at the Keystone Generating
          Station indicate that no immediate problems appear
          to exist."

-------
                                                                 246
                                                                 VI-6

Thus, it appears that much of the talk about fog from cooling towers

is not based upon what actually happens with existing installations.

Of course, the fact that major problems have not yet come to light

should not make us complacent as to the potential  problem.   Decker

(Reference VI-11) concludes "...that except for extremely poorly-

located cooling towers, the operators  should encounter very little, if

any, liability because of nuisance to neighbors."   Therefore, detailed

meteorological surveys should be made at the sites of all  future large

cooling tower installations where fog could be a potential  problem.


Potential in Lake Michigan Area

     E G & G has prepared a map, reproduced in Figure VI-1, showing

the distribution of fog potential for the United States (Reference

VI-14, page 38).  According to E G & G, the "qualitative classification

for the potential for adverse cooling tower affects" was made using

the following criteria (Reference VI-14, page 36):

          a)  High Potential:  Regions where naturally
              occurring heavy fog is observed over 45
              days per year, where during October through
              March the maximum mixing depths are low
              (400-600m), and the frequency of low-level
              inversions is at least 20-30%.

          b)  Moderate Potential:  Regions where naturally
              occurring heavy fog is observed over 20 days
              per year, where during October through March
              the maximum mixing depths are less than 500m,
              and the frequency of low-level inversions is
              at least 20-30%.

-------
          247
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-------
                                                                 VI-8
          c)  Low Potential:   Regions where naturally occur-
              ring heavy fog  is observed less than 20 days
              per year, and where October through March
              the maximum mixing depths are moderate to
              high (generally  >600m).
     As shown in Figure VI-1, Lake Michigan is located in an area of
"moderate potential."   Thus,  some concern over potential  fogging in
this area seems justified.   It must be  emphasized, however,  that the
classifications of "high,"  "moderate,"  and "low"  potential are relative
rather than absolute descriptors.  Thus, a cooling tower  located in an
area of "high potential" would be more  likely to  cause a  fogging
problem than one located in an area of  "moderate" or "low potential,"
but whether or not the tower  ever produced a fog  problem  would depend
on specific site and climatic conditions.  For example, the  plants
visited by the study teams mentioned previously were located predominantly
in the "high potential" region of Figure VI-1  and no fogging problems
were reported.

-------
                                                                 249
                                                                 VI-9
     A study conducted by Travelers Research Corporation (Reference
VI-24) to evaluate the climatic effects of a natural draft cooling
tower for the proposed Davis-Besse Nuclear Plant at Locust Point on
Lake Erie concluded that the visible plume will touch the ground only
2 percent of the time on an annual basis and that localized icing
could occur at ground level approximately 3 percent of the time.  No
problems due to precipitation were anticipated.  The results of this
study, while specific to the Lake Erie site, give some indication that
towers near Lake Michigan may have similar minor environmental  effects
due to similar weather conditions and because both areas lie in the
same region of "moderate potential" indicated in Figure VI-1.  This
study is of special interest since Toledo Edison recently announced
plans to use a natural draft wet tower at the Davis-Besse  facility.

                   Calculations of Fog Potential
     Two simplified methods are presented below for evaluating  the fog
potential of cooling towers in the vicinity of Lake Michigan.
Method 1
     Fog is formed when the local humidity is raised to saturation.
Thus, when cooling towers add water vapor to the atmosphere in  quantities
sufficient to cause saturation of the ambient air, fog will be  produced.

-------
                                                                 250



                                                                VI-10



     The criterion for fog  can  be  expressed  as  (Reference VI-14):
          qs - qa
     where,
          q   =  Liquid-water content  at  saturation, g/m3




          q,  =  Liquid-water content  of  ambient  air,  g/m3
           a



          Aq  =  Liquid-water added  by cooling  towers, g/m:
     E G & G (Reference VI-14)  states  that  Aq  is  normally  between  0.1



and 0.5 g/m3 one or more kilometers  downwind from the  tower.  Thus,  any



time (q  - q,)  is less than 0.1  to 0.5 g/m3, there is  a  potential  for
       s    a


fog conditions  within one or two miles of the  cooling  tower.



     Figure VI-2 presents plots of (q^. -  q=) equal  to  0.1  g/m3  and
                                     s   a


0.5 g/m3 for various combinations of relative  humidity and air  tem-



perature.  Any  combination of relative humidity and temperature falling



in Zone C (i.e., (q,. - qj>0.5 g/m3) indicates weather conditions  very
                   s    a


unlikely to produce a cooling tower  fog.  This is true simply because



the ambient air is able to assimilate  more  than 0.5 g/m3 of water  vapor



without becoming saturated.  Weather exhibiting temperatures  and relative



humidities in Zone B (i.e., 0.1  g/m3 < (q  - q )  < 0.5 g/m3)  has a low
                                         s     a


probability of  producing a cooling tower  fog,  while a  temperature-



relative humidity combination falling  in  Zone  A (i.e., (q   -  q,) < 0.1
                                                        s   a


g/m3) has a high probability of causing a fog  condition  when  combined



with a cooling  tower air-water vapor effluent.

-------
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                                                                  251

                                                                  VI-11
        -10
                                               Key

                                               Zone    Fog due to Cooling Tower

                                                A	High Probability

                                                B	Low Probability

                                                C	Extremely Low
                                                         Probability
                           10          20

                                Temperature,
30
40
50
         Figure VI-2:  Plots of (qe - qJ = 0.1 and  0.5  g/m3  for Relative
                                  S    a
                       Humidity versus Temperature

-------
                                                                 252
                                                                 VI--12
     In order to determine the potential  for  cooling  tower fog   in  a
particular location,  one should determine the total percent of  time the
weather conditions shown in the three  zones of Figure VI-2 occur.   Two
stations in the Lake  Michigan area  are selected for such  an analysis.
Green Bay, Wisconsin  is representative of the cold northern area and
Chicago, Illinois is  chosen to represent  the  more moderate climate  of
the south end of the  Lake.  Appropriate data  were obtained from the
U. S. Weather Bureau  summaries of hourly  observations (References
VI-8 and 10).
     Table VI-2 gives a breakdown of the  percent of time  over an
annual  cycle when the conditions in the three zones of Figure VI-2
occurred for four ranges of wind speed:
                           TABLE  VI-2
          PERCENTAGE OF TIME  WEATHER CONDITIONS  OCCURRED
              FOR ZONES A,  B, AND C OF  FIGURE  VI-2
Wind
Green Bay (-North)
Zone A Zone B Zone C
Chicago (South)
Zone A Zone B Zone C
<5 mph
<15 mph
<25 mph
All winds
0.2%
0.7%
0.8%
0.9%
2.5%
9.6%
12.1%
12.3%
97.3%
89.7%
87.1%
86.8%
0.02%
0 . 09%
0.11%
0.11%
0.6%
3.3%
4.1%
4.2%
99.4%
96.6%
95.8%
95.7%

-------
                                                                  253
                                                                 VI-13
     Further separation of meteorological conditions by wind speed is
 included in Table VI-2 because high winds are more likely to provide
 ventilation to sweep fog away if it does form.
     Weather data from Grand Rapids, Michigan (Reference VI-9) on the
 east side of the lake were also examined.  Fog probabilities were
 found to be intermediate between those at Chicago and Green Bay.

 Method 2
     The necessity of assuming a value for Aq in the foregoing analytical
 method can be overcome by computing the dilution of a cooling tower
 plume with the ambient air.  A simplified method of approximating the
 dilution of a cooling tower plume by the ambient atmosphere can be
 developed from standard methods of evaluating smoke plumes from a
 point source.
     Turner (Reference VI-25) gives values of vertical  and horizontal
 dispersion coefficients (a , a ) for plumes as a function of downwind
 distance for several  atmospheric stability categories.   These coefficients
 can be used to estimate plume spread in the two cross-sectional  dimensions
of the plume, and thus the dilution of the plume with the ambient atmo-
 sphere is indicated.
     Assuming no dilution for the first 100 meters downwind (this should
be a very conservative assumption), one can estimate plume spread and
 plume dilution for values of x greater than 100 meters  by the following
equations:

-------
                                                                 254
                                                                 VI-14
             Vertical  spread  at
             Horizontal  spread  at x0
                                   2
                                               azl
                                               °V2
             Plume Dilution
     where,
gz2 °y2
azl °yl
                       Downwind distance
     a -,,   a ,     =    Dispersion coefficients  at x  = 100 meters
     az2'   °v2    =    Dispersion coefficients  at x~
     Tables VI-3,4 and 5 summarize the pertinent data from Reference
VI-25.  Note that stability classes A-F are indicated.   Class A represents
the most unstable condition where dilution and plume rise would be
maximized..  Stability increases from A to F,  where Class F represents
the most stable atmospheric conditions were dilution and plume rise
would be minimal.

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-------
                                                                 256
                                                                VI-16
                         TABLE VI-4
                       DILUTION RATIOS
X2 Stability Class
1,000 m A
B
C
D
E
F
Dilution Ratios
250
81
67
53
50
56
10,000 m*                     A                        >5,000
                              B                        >4,700
                              C                         4,250
                              D                         2,050
                              E                         1,500
                              F                         1,390
*A somewhat more accurate estimate of the dilution rates at 10,000 m
 can be obtained by using the ratio of a , a -,/a o a ?' wnere
 x-j = 1000 m and x2 =  10,000 m and multiplying the ratio by the
 dilution rate at x =  100 m.  These are shown in Table VI-5.

-------
  TABLE VI-5



DILUTION RATIOS
                                       257



                                       VI-17
X Stability
10,000 m A
B
C
D
E
F
Dilution Ratios
>8,000
>12,000
6,060
1,560
660
225

-------
                                                                 VI-18
     To evaluate the amount of dilution  required  to  prevent  a  cooling
tower fog, one must have information on  the  ambient  air  temperature
and relative humidity as well  as the initial  temperature of  the  tower
plume which is assumed to be saturated.
     Two cases are illustrated below:
          Case 1 - High Fog Potential
               Air Temperature = 0°F
               Relative Humidity = B5%
               Plume Temperature = 50°F (estimated)
          Plume moisture =9.4 g/m3
          Ambient air moisture = 1.21 g/m3
          Moisture in saturated 0°F air = 1.27 g/m3
     •"•  Dilution (D) required:
               9.4 g/m3 + 1.21 g/m3  (D) = (1 + D) 1.27 g/m3
               D  =  136

-------
                                                                  259
                                                                 VI-19
     Therefore, one part tower effluent to more than 136  parts  ambient
air will not produce saturation.  From Table VI-4,  it is  seen that at
a downwind distance of 1000 meters insufficient dilution  (i.e.,  D <  136)
is obtained for stability Classes B, C, D, E, and F.  These  classes
would produce a visible plume at that distance, and fog would be pos-
sible if the plume reached the ground, however, normally  the plume would
rise.  The most unstable condition (e.g., Stability Class A) would pro-
vide adequate dilution.  This trend corresponds to  Reference VI-14
where it is concluded that more stable conditions provide greater fog
potential.  Table VI-5 indicates that at 10,000 meters dilution  sufficient
to prevent fog is present   for all stability categories.
          Case 2 - Low Fog Potential
               Air Temperature = 50°F
               Relative Humidity = 95%
               Plume Temperature = 80°F (estimated)
          Plume moisture =25.3 g/m3
          Ambient air moisture = 8.9 g/m3
          Moisture in saturated 50°F air = 9.4 g/m3
     .*.  Dilution required:
               25.3 g/m3 + 8.9 g/m3(D) = (1  + D) 9.4 g/m3
               D = 32
     Since Table VI-4 indicates dilution rates in excess  of  32  for all
stability classes, a visible plume at 1000 meters downwind would not
exist and fog would not be possible.

-------
                                                                  260
                                                                 VI-20
     It should be emphasized that the above analyses (i.e., Methods 1
and 2) are very general  and unsophisticated.   However,  they do indicate
that weather conditions  in the Lake Michigan area are seldom severe
enough to cause extensive fog conditions in the vicinity of wet cool-
ing devices.
     A more sophisticated approach to analyzing the potential  for
adverse weather effects  due to cooling towers was developed by E G & G
under an FWQA contract (Reference VI-14).   However, the mathematical
model constructed by E G & G is only useful  in analyzing specific sites
with specific meteorological  data.  It would be impractical to generalize
the model to run cases applicable to this  Lake Michigan study.  It
should be emphasized, therefore, that for  proposed specific power plant
sites, adequate meteorological data should be collected during the
site selection phase so  that accurate predictions of the fog potential
of   cooling towers at these sites can be  made.

                Consumptive Water Loss by  Evaporation
     Heat transfer by evaporation is one of the principal  mechanisms
by which wet cooling systems dissipate waste heat to the atmosphere.
Thus, transfer of mass occurs and is a factor in the Lake Michigan
water budget.

-------
                                                                 261
                                                                 VI-21
     The present average water budget is approximately characterized
by precipitation of 50,000 cfs, tributary inflow of 39,000 cfs,
evaporation of 40,000 cfs, diversion at Chicago of 3,400 cfs,  and
discharge at the Straits of Mackinac of 46,000 cfs (References VI-1
and 17).
     Hauser and Oleson (Reference VI-15) compared the evaporation
losses of several wet cooling systems.   They (Figure 2 of Reference
VI-15) estimated evaporation rates as reflected in Table VI-6  given
the following meteorological and design conditions:

               Wet bulb temperature  =   70°F
               Relative humidity     =   60%
               Cloud cover           =   7/10
               Wind speed            =   8 mph
               Cooling range         =   20°F

     It must be emphasized that the data in  Table VI-6 are representative
of specific meteorological and plant operating conditions and  thus they
cannot be applied to the cooling system designs presented here for Lake
Michigan.  However, the data in Table VI-6 do give order of magnitude
estimates useful  in determining the relationship between the evaporation
rates for various cooling methods.

-------
                                                                 262
                                                                 VI-22
                            TABLE  VI-6

      BASED ON DATA FROM HAUSER AND  OLESON  (REFERENCE  VI-15)
Cooling System                             Evaporation
                                               cfs1

Cooling Pond (2 acres/MW)                       20.0

Cooling Pond (1 acre/MW)                        16.0

Mechanical Draft Tower                         13.0

Spray Pond                                     12.7

Natural Draft Tower                            12.0

Natural Lake or River                           9.4
:For a 1000 MWe fossil fueled plant at 82 percent capacity factor
 average annual evaporation (assume constant meteorological
 conditions).

-------
                                                                263
                                                                VI-23
     Data on rates of evaporation loss for the various  wet cooling
devices at summertime design meteorological  conditions  are presented
in Section V, "Results," in Tables V-l, V-2, and V-5.   To  obtain data
meaningful in terms of the annual water budget, one must adjust  these
values to reflect 1) lower evaporation rates during the off-design
conditions, and 2) plant operation at less than 100 percent capacity.
     The average annual evaporation rate for the wet towers and  spray
canals are approximated by multiplying the rate under design conditions
by the plant capacity factor (0.82) and by 0.8 to reflect  an average
decrease in evaporation rate of 20 percent during the off-design period.
     Cooling ponds experience a much more pronounced drop  in evaporation
during the off-design period (i.e., annual cycle) because  of a large
decrease in the incoming long and short wave radiation. For example,
the design incoming radiation equals 5580 Btu/ft2 day,  while for the
normal annual cycle it averages 3070 Btu/ft2 day.  Thus, during  off-
design conditions averaged over the year the pond dissipates approximately
2500 Btu/ft2 day less energy.  In terms of evaporative loss this is
equivalent to 10 cfs per 1000 acres of pond surface.  This factor along
with the plant capacity factor (0.82) is used to calculate annual
evaporation rates from design condition evaporation rates.

-------
                                                                 264
                                                                 VI-24
     Table VI-7 presents the evaporation rates  for  both  the  design
case and average annual  conditions for the appropriate cooling  devices.
The data given in Table  VI-7 represent the evaporation rates averaged
over the four geographic sections since little  variation was found
between these sections.   The average evaporation  rates for all  seven
cases is also given.
     In evaluating the consumptive water loss for cooling ponds,  the
natural evapo-transpiration losses of the area  should be considered.
The Lake Michigan region has an  average annual  precipitation rate of
30-inches per year (Reference VI-7)  and an average  annual runoff  rate
of 10-inches per year (Reference VI-18),  giving an  average annual natural
evapo-transpiration rate of 20-inches per year.   For land areas corre-
sponding to cooling pond sizes,  the  average evapo-transpiration rates
in cfs are given as:

          Land Area                     Evapo-transpiration
          1500 acres                         3.5  cfs
          1750 acres                         4.0  cfs
          2000 acres                         4.6  cfs

-------
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                                                                 266
                                                                 VI-26
These natural  evapo-transpiration rates  should  be subtracted  from the
pond evaporation rates to give the net consumptive water  loss due to
the cooling ponds.  When this is done, the consumptive water  loss for
the cooling ponds is less than one cfs greater  than the evaporation
losses from wet cooling towers.
     Any discussion of the consumptive water loss due to  wet  cooling
devices must also consider the increase in natural levels of  evaporation
caused by once-through cooling.  For example, Asbury (Reference VI-1)
estimates the increase of evaporation in Lake Michigan due to thermal
discharges from power plants with once-through  cooling to be  9 cfs  for
each 1000 MWt (thermal) of waste heat discharged.  A 1000 MWe fossil
fueled plant wastes about 3800 Btu/KWH to the cooling water as compared
to an electrical output of 3413 Btu/KWH.  Thus, a 1000 MWe fossil plant
with once-through cooling will increase natural lake evaporation by
about (3800/3413)(9) = 10 cfs.
     By using the plant capacity factor of 0.82 to adjust the 10 cfs
figure, an average annual evaporation rate of 8.2 cfs is  obtained for
the once-through  system.  The  relationship between this value and those
given in Table  VI-7 for the various cooling systems corresponds to the
relationship proposed by Mauser and Oleson (Reference VI-15)  and pre-
sented in Table VI-6.  Therefore, when one compares  the evaporation
rates for wet towers and spray canals with the evaporation rate for
once-through cooling, a difference of only (10.6  cfs minus 8.2 cfs =)
2.4  cfs exists.  For cooling  ponds, the difference is  less than 3.4
cfs, when natural levels of evapo-transpiration are considered.

-------
                                                                 26?
                                                                 VI-27
                             Drift
     Drift is entrained water that is carried out of the top of a wet
cooling tower or from a spray canal in liquid droplets rather than
vapor.  Drift can produce undesirable effects.
     Waselkow (Reference VI-26) points out that "flash-over" of
transmission lines was caused by excessive drift.  This problem was
solved by relocating the transmission lines.  Waselkow recommends a
500-foot separation between cooling towers and transmission lines.
     Recent surveys of existing power plant facilities (References
VI-4, 6, 20, and 22) have uncovered only minor problems involving
drift from freshwater towers.  Drift is more likely to result from
mechanical draft than from natural draft towers.  However, in situations
where drift has been noted, the area affected was limited to the
immediate vicinity of the tower installation.
     The typical drift guarantee of 0.2 percent of the circulating
water flow is far in excess of current engineering capability and
practicality for large towers.  Drift can be almost completely eliminated
by control of air velocity and design of drift eliminators.  Mechanical
draft towers can be purchased today with certification of drift elimination
to the 0.02 percent level.   Current developmental work by cooling tower
manufacturers is expected to enable further reduction of drift.

-------
                                                                 VI-28
                            Bl owdown
     As water is lost by evaporation from  the  cooling  water  supply of
wet cooling devices, non-evaporating substances  are  concentrated  in
the remaining cooling water.   There  is  a practical limit  of  concentration
of the substances if scale corrosion and  general deterioration of the
cooling structures are to be  prevented.  To  avoid such problems,  a
certain amount of the cooling water  customarily  is drained off the
system for disposal.  This water,  termed blowdown, is  replaced by fresh
makeup water.
     Blowdown, as it comes from  the  tower, contains  concentrated  solids
and dissolved salts and minerals present in  the  original  makeup water;
it may contain special  chemicals used to prevent scale and corrosion  of
condenser tubes and deterioration  of wood  structures;  it  may contain
special algicides and fungicides;  and,  it  is generally at a  higher
temperature than ambient lake or stream water.   Hence,  blowdown is an
industrial waste in every sense  of the  word, subject to control under
water quality standards.
     The relationship between concentration  of non-volatile, "conservative"
constituents and design and operation of the cooling devices is:
               r     E + D +  B
               u  '    D + B
     where,
               C  =  The multiple  of concentrations  of makeup water
               E  =  Evaporative loss
               D  =  Drift
               B  =  Blowdown

-------
                                                                 269
                                                                VI-29
Evaporation, drift, and blowdown are conventionally expressed  as per-
cent of circulating flow rate.
     The volume of blowdown discharged to a receiving  water is strongly
influenced by the concentration multiple, but the temperature  of the
blowdown is independent of this factor.   Therefore, the thermal pollution
of Lake Michigan can be minimized practically to the point of  extinction
by increasing the concentration multiple.
     The effect of concentration multiples on volume of blowdown from
wet towers and spray canals for our typical 1000 MWe plant is  demonstrated
in Table VI-8.  In these example computations evaporative losses are
established from Table VI-7 and a figure of 0.05 percent is used for
drift.  With this figure for drift and assuming no leakage, the maximum
concentration multiple that could be reached with no blowdown  is 35:1.
If drift is taken as 0.2 percent, the maximum concentration multiple
is 9.5:1.
     The concentration of dissolved solids in the Lake Michigan is  very
low.   Hence, even with no blowdown the salt concentration of the
circulating flow would not be at all unique to power plant operation
in the United States.

-------






TABLE VI-8
SLOWDOWN FROM WET TOWERS AND
Concentration Evaporation
Multiple Losses
(C) (E)
1:
5:
10
25
35
1 1.7%
1 1.7%
:1 1.7%
:1 1.7%
:1* 1.7%
270
VI-30

SPRAY CANALS
Slowdown
(B)
% cfs
1.75 17
0.38 4
0.14 1
0.02 0.2
0 0
*Maximum concentration multiple.

-------
                                                                 271
                                                                 VI-31
     A 5:1 concentration multiple is frequently used  as  a  generaliza-
tion (Reference VI-13), but a survey of several  power plants  by FWQA
reveals a very wide range in actual  practice.   DeFlon (Reference VI-12)
and Southern Nuclear Engineering (Reference VI-22)  cite  concentrations
of circulating flow in cooling towers up to 100,000 ppm  total  dissolved
solids.  The mechanical draft towers at the Mohave  power plant in the
arid southwest are designed for zero blowdown  to receiving waters.
     Table VI-9 shows average chemical concentrations found on two
transects of Lake Michigan in 1962-63 (Reference VI-21).  The southern-
most transect (41030'-41°45') is in the Chicago area  and could be
expected to have the most pollutants.  The other transect (43°30'-43°45I)
runs from Pentwater, Michigan to Sheboygan, Wisconsin and was chosen
because there are   few streams or major waste inputs in the area.
Included are potential concentrations in blowdown water, calculated at
a ratio of 5:1.  These concentrations compared to those  permissible for
public water supplies, do not appear to be high enough to cause concern.
It also is obvious from Table VI-9 that treatment of blowdown to reduce
hardness (Ca and Mg alkalinity) and heavy metal  concentrations would
allow much higher concentration multiples than 5:1.

-------
















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-------
                                                                 274
                                                                 VI-34
     Table VI-10 shows the relationships of temperature of blowdown from
wet cooling devices' at design meteorological  conditions and design
summer lake temperature.  Although these relationships X/GU"G vdr>
seasonally and with operating practices, the  increase above ambient.
would be appreciable in all  cases.  However,  the effects of oiowdown
temperatures on Lake Michigan cannot be projected out of context
from the volumes of blowdown discharged.  See Table VI-8.
     If makeup water is taken from Lake Michigan (or similarly dilute
sources) blowdown can be reduced to almost any level without hazard
from salt discharged to the atmosphere by drift.  As shown  ir; Table V.!-9
Lake Michigan water is non-corrosive and the chloride concentration is
very low.
     Blowdown may also contain chemicals which are added to the cooling
water for special control purposes (See Table VI-11).  Many of these
are toxic and may have to be treated to comply with water quality
standards, a task which Donahue (Reference VI-13) claims can be
accomplished economically.
     Toxicants  in blowdown can be controlled by careful choice of treat-
ment chemicals  to ensure use of those which will do the job with the
least effect on  the environment.  For example, chlorine used for pre-
vention of fouling is lost in the tower through evaporation and residual
chlorine  in blowdown can be very  low.  But, other anti-foul ing agents,
such as mercuric compounds,are very toxic and should be avoided.

-------
                                                                 275

                                                                VI-35
                           TABLE VI-10

             TEMPERATURE OF SLOWDOWN AT  DESIGN  CONDITIONS
                        Slowdown            Lake           Temperature
                       Temperature       Temperature       Difference
Wet Cooling Device        (°F)               (°F)               (°F)
Mechanical Draft
Tower                      88                68                 20

Natural Draft
Tower                      84                68                 16

Spray Canal                90                68                 22

-------
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                                                                                                          277
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-------
                                                                 27$
                                                                 VI-38
     If high concentrations  of toxicants  are  necessary  in  the  cooling
system, they require treatment before  release.   For  example, toxicant
hexavalent chromates can be  reduced  by reaction with sulfides  and the
excess sulfides removed by aeration;  chromium and  copper salts may be
reduced by contact with lime and copper ash (Reference  VI-19).
     In summary, blowdown composition  will  vary with plant design and
operation and with intake water quality.   Adverse  effects  can  be
minimized by trade-offs in plant and tower design  or by chemical  treat-
ment of outlet water.

                             Summary
     While cooling devices do have the potential for producing undesirable
environmental effects, such effects do not seem to be a problem for the
Lake Michigan area.  Careful pre-site selection surveys should eliminate
sites  which  have a high potential for fog or drift problems,  and blow-
down treatment can be  provided, if necessary.  Site by site evaluation
of the potential for consumptive water loss by evaporation may be
necessary.
     Lake Michigan temperature standards can be met by (1)  design and
operation of wet cooling  systems with no, or essentially no,   blowdown,
(2)  dilution of any residual  blowdown with Lake Michigan water,  (3)
dry cooling  towers, or (4)  construction of closed cycle systems at sites
independent  of  Lake Michigan as source  of water supply or sump for
blowdown.

-------
                                                                 279

                                                                 VI-39

                          References
VI-1.  Asbury, J. G.  "Effects of Thermal Discharges on the Mass/
            Energy Balance of lake Michigan," Argonne National
            Laboratory, Argonne, Illinois,  (unpublished).   June,
            1970.

VI-2.  Aynsley, Eric.  "Cooling-Tower Effects:  Studies Abound."
            Electrical World.  173 (19):  pp. 42-43.  May,  1970.

VI-3.  Baker, K. G.  "Water Cooling Tower Plumes."  Chemical and
            Process Engineering,  pp. 56-58.  January, 1967.

VI-4.  Broehl, G. J.  "Field Investigation of Environmental Effects
            of Cooling Towers for Large Steam Electric Plants."
            Portland General Electric Company,  (unpublished).
            April 1, 1970.

VI-5.  Buss,  J. R.  "How to Control Fog from Cooling Towers."
            Power,  pp 72-73.  January, 1968.

VI-6.  Christensen, S. R.  "Cooling Tower Plume Effects."  Portland
            General Electric Company,   (unpublished).  March 4, 1968.

VI-7.  Commerce, U. S. Department of.   "Climatic Atlas of the United
            States,"  Environmental Science Services Administration,
            Environmental Data Service, June 1968.

VI-8.  Commerce, U. S. Department of.  Weather Bureau.  "Summary of
            Hourly Observations."  Chicago, Illinois.  Climatography
            of The United States No. 82-11.

VI-9.  Commerce, U.S. Department of.  Weather Bureau.  "Summary of
            Hourly Observations."  Grand Rapids, Michigan.   Climatography
            of The United States No. 82-20.

VI-10. Commerce, U. S. Department of.  Weather Bureau.  "Summary of
            Hourly Observations."  Green Bay, Wisconsin.  Climatography
            of The United States No.  82-47.  1963.

VI-11. Decker, Fred W.  "Cooling Towers and Weather."  Department
            of Physics.  Oregon State University.  February, 1969.

VI-12. DeFlon, James G.  "Design of Cooling Towers Circulating  Brackish
            Waters."  The Marley Co.  1968-69.

VI-13. Donahue, John M.  "Chemical  Treatment."  Industrial  Waste
            Engineering.  7 (5):  35-38.  1970.

-------
                                                                 VI-40

VI-14.  EG&G.  "Potential  Environmental  Modifications Produced
            By Large Evaporative Cooling Towers."  EG&G, Inc.
            April, 1970.

VI-15.  Hauser, L. G. & K. A.  Oleson.   "Comparison of Evaporative
            Losses in Various  Condenser  Cooling Water Systems."
            American Power Conference.   Chicago, Illinois.   April,
            1970.

VI-16.  Interior,  U. S. Department of.   Water Quality Criteria.
            FWPCA.  Report of  the National  Technical  Advisory
            Committee to the Secretary of the Interior.
            1968.

VI-17.  Interior,  U. S. Department of.   Water Quality Investigations-
            Lake Michigan  Basin, Lake Currents, FWQA, Chicago, Illinois
            1967.

VI-18.  Langbein,  W. B., et al.   "Annual  Runoff in The United  States."
            Geological  Survey  Circular 52.   June 1949.

VI-19.  McKelvey,  K. K. &  Maxey  Brooke.   "The Industrial  Cooling
            Tower,"   Elsevier  Publishing Company, 1959.

VI-20.  Pollution  Control  Council.   Pacific  Northwest Area.  "A
            Survey of Thermal  Power Plant Cooling Facilities."
            1969.

VI-21.  Risley, Clifford Jr. & Frederick D.  Fuller.   "Chemical
            Characteristics of Lake Michigan."   Proceedings  of
            Eighth Conference  on Great Lakes  Research.   Great  Lakes
            Research Division.   Institute of  Science  & Technology,
            University of  Michigan.  Publication #13, 168-174.
            1965.

VI-22.  Southern Nuclear Engineering, Inc.   "An Evaluation of  The
            Feasibility of Salt  Water Cooling Towers  for Turkey
            Point  -- for Florida Power and Light Company.  Dunedin,
            Florida  and Washington,  D. C.   1970.

VI-23.  Stewart R.  "Thermal Discharge From  Nuclear Plants And
            Related  Weather Modification."    Proc.  12th  Conference
            Great  Lakes Res.  488-491.   Intemat.  Assoc.  Great  Lakes
            Res.   1969.

VI-24.  Travelers  Research Corporation.   "Climatic Effects of  a
            Natural  Draft  Cooling Tower  Davis-Besse Nuclear  Plant."
            Prepared for Toledo  Edison Company.   October, 1969.

-------
                                                                 VI-41

VI-25.   Turner, Bruce D.   "Workbook of Atmospheric  Dispersion
            Estimates."   U.  S.  Department of Health,  Education,
            and Melfare.   Environmental  Health  Series.   1969.

VI-26.   Waselkow,  Charles.   "Design and  Operation  of  Cooling Towers."
            Engineering Aspects of Thermal  Pollution,   pp  249-281.
            1969.

-------
                                                                282

                        VII.   CONCLUSIONS
     Based on the results presented in this report,  it is concluded
that any of the six cooling systems evaluated ere feasible alternatives
to once-through cooling for thermal power plants around Lake Michigan.
The absolute magnitude of the numbers derived in the analysis cannot
be applied to specific plants because of unique site differences,  but
the numbers do indicate feasibility.
     Meteorologic conditions  throughout the study area do not impose
restraints that are beyond present-day capabilities  in terms of
engineering design and continuous operation of the alternative cooling
systems.
     The impact of alternative cooling systems on the environment
appears to be minor.  Potential problems can be avoided or alleviated
through proper site selection and engineering design.
     The maximum economic penalty for each type of cooling system  in
terms of the approximate percent increase in power generation (busbar)
cost above that involving a once-through system is:
          Wet mechanical draft tower
          Wet natural draft tower ................. 3%
          Cool.ing pond ....................... ...... <1%
          Spray canals ....................... ...... 1%
          Dry mechanical draft tower ............... 10%
          Dry natural draft tower ............ ...... 9%

-------
                                                                 233
                                                                 VII-2
     As indicated, the maximum economic penalty among all  wet cooling
systems is about 3 percent.  The magnitude of this penalty (about
0.2 Mills/KWH) is roughly equivalent to any one of the following:

          a)  A $10/KW difference in plant capital cost,
          b)  A 1 percent difference in fixed charge rate,
          c)  A 2<£/106 Btu difference in fuel cost,  or
          d)  An 80-mile difference in power transmission  distance.

     When a closed-cycle cooling system is chosen for a  new plant,
more latitude in plant siting is gained because large volumes of
cooling water are no longer a site prerequisite.   According to the
Geological  Survey Water-Supply Paper 1800, the area  around Lake
Michigan is generally one of moderate to high surface water runoff
and groundwater availability.  Therefore,  make-up water acquisition
should not  pose problems at selected inland  plant sites.

-------
                                                      284
                  B.  A.  Tichenor




          DR.  TICHENOR:   The purpose of this presentation




is to highlight the results of this study described in the




report dated September 1970.  I will briefly discuss the



scope of the study, including data requirements.   Results




of the economic analyses will be given, and potential




environmental effects of cooling devices will be  evaluated.




          Several cooling devices applicable to closed




cycle cooling systems for large thermal power plants were




evaluated, including wet cooling towers (both mechanical




and natural draft), cooling ponds, spray cooling canals,




and dry cooling towers (both mechanical and natural draft).




Heller type dry towers were analyzed, since direct air




condensers are limited to power plant sizes of about




200 MWe.



          The base plant selected for the analyses was a




1000 MWe fossil fueled plant.  The waste heat load to be



dissipated was computed on the basis of turbine heat rates




for a GE turbine rated at 1000 MWe for 1.5" Hg back




pressure.  The appropriate data were taken from the




manufacturer's heat rate tables.




          Meteorological data used to design and evaluate




each of the cooling devices were collected for the Lake




Michigan area.  In order to account for regional variations




in weather, the area was divided into four geographical

-------
                                                       285
                    B. A. Tichenor




sections.  Design data representing conditions exceeded




no more than  5 percent of an average summer were selected




for each section.  The use of the 5 percent limit is




conventional  with the cooling tower industry.  Average




climatic data were compiled by season for use in evaluating




the year-round costs of operation of the cooling systems.




          The economic data used in the analyses were also




selected to be representative of the Lake Michigan area.




Four basic economic factors were considered:  capital




cost,  fixed charge rate, fuel cost, and land cost.  These




factors were  grouped in "Low," "Normal," and "High" sets




in an  attempt to bracket cost conditions which will be




encountered.




          I have a few transparencies here which I will use




as I go along.




          The first one, please.




          ... Slide ...



          This first table shows these three cases.  This



may be difficult to read.  This is essentially a duplication




of Tablem in the report.  (See P. 285a)




          Case II is  the  most  representative of current



Qosts,  while  Cases  I  and  III  represent  reasonable extremes



of low and high costs,  respectively.

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-------
                                                        286
                     B.  A.  Tichenor




          Each of the six cooling systems  were evaluated for




seven economic cases (the three just discussed plus four




others) and four sets of climatic data,  thus giving a tota.l




of 168 separate analyses.  In order to provide comprehensive




coverage, computer analysis was necessary.  Three computer




programs were used to design and evaluate  the economics




of the various cooling systems.  It should be pointed out




that the design calculations provide sizes and basic costs,




not detailed engineering specifications.




          The economic analysis for each cooling system




had two basic parts.  First, the capital cost of the system




was provided by the design calculations.  Secondly, the




operating cost of the system was evaluated on the basis




of off-design conditions, representing operation over a



full annual cycle.  Thus, the benefits of weather cooler



than the summertime design conditions were reflected in




lower turbine back pressures and reduced fuel costs.




          The results of our analyses showed that each of




the six closed cycle cooling systems is technically




feasible.  Cooling device sizes, heat rejection rates,




condensing temperatures, etc. all fall within reasonable




limits.  Regional differences in weather are not major




factors.




          The economic feasibility of the various systems

-------
                                                        287





                   B. A. Tichenor



is best evaluated by determining the effect of cooling



system choice on the cost of producing electricity.



Specifically, one should compare the cost of electricity



produced by a plant with a once-through cooling system to



the higher cost incurred when an alternative closed cycle



cooling system is used.




          ... Slide ...



          This next table shows the information for the three



economic cases.  Again, the information for this table was



extrapolated from Table v'1-3" and Table Vllf of the report.



(See P. 288)



          The busbar costs shown on this table were computed



on the basis of the economic factors for each case.  As you



can see from this table, cooling ponds are the least expensive



alternative and dry towers the most expensive.  The table also



shows that the use of the most expensive wet system (wet



natural draft cooling towers) would increase busbar cost by



only about 3 percent.  Again, it should be emphasized that the



data shown here represent reasonable limits of low (Case I),



normal (Case II), and high (Case III) costs.  Thus, one could



expect the cooling system costs for the majority of plants



designed for closed cycle cooling near Lake Michigan to fall



within the values delimited by Cases I and III.



          Analyses were also conducted for nuclear power

-------




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-------
                                                  289





              B. A. Tichenor



plants.  While nuclear power plants discharge about 60




percent more waste heat, it doesn't necessarily follow




that the cost of cooling per kw.-hr. will be 60 percent



higher.  Factors such as different turbines, higher capital




costs, and lower fuel costs for nuclear plants make it




difficult to compare the costs of cooling for nuclear



versus fossil fueled plants.




          ... Slide ...



          This next table, Table 3 presents three



combinations of economic factors for nuclear plants in the




Lake Michigan area.  As with the three cases for the fossil




fueled plants, Cases I and III indicate reasonable limits




for the low and high costs, respectively.   (See P. 290)




          ... Slide ...



          Table 4 provides data on busbar cost increases




for three closed-cycle-cooling systems.  You will notice



the only three systems that we presented here are the



wet towers plus cooling ponds.  Again, the cost data for



Cases I and III bracket the cooling system costs which would



be incurred by a majority of nuclear plants designed for



closed cycle cooling near Lake Michigan.  (See P. 291)



          We left out spray canals and we also left out




dry towers.  There is no technical reason why those units




cannot be used on nuclear power plants.



          In discussing the environmental effects of

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                                                     291


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-------
                                                      292
                    B. A.  Tichenor




cooling towers there are four areas of concern that should




be considered for any closed cycle system near Lake




Michigan:  fog, consumptive water loss, drift, and blowdown.




          1)  Fog from wet cooling devices should not be




a major concern.  Analysis of climatic data from the region




indicates that severe weather conditions conducive to




fog formation occur very infrequently.  For example, a




high potential for fog occurs only about 1 percent of




the time in Green Bay, Wisconsin.  In addition, dilution




of the water vapor plume appears to be adequate under almost




all weather conditions.  In cases where the fog potential




appears to be high, intensive collection of appropriate




climatic data should be accomplished so more specific




evaluations can be made.  Also, consideration should be




given to locating the cooling device so that it is not




immediately upwind of a highway or airport.




          2)  Consumptive  use (evaporation) of water




by wet cooling devices was evaluated.  Average annual




evaporation rates were computed for each wet device and




compared to the consumptive loss due to once-through




cooling.  For a 1,000 ?'!W fossil plant, wet cooling towers




and spray canals can be expected to consume about



2 1/2 c.f.s. more than a once-through system; when natural




levels of evapo-transpiration are considered, cooling

-------
                                                      293
                     B. A. Tichenor




ponds consume about 3 1/2 c.f.s. more. To  put these  values  in




perspective once-through systems consume about  8 c.f.s.




          3)  Drift from wet cooling devices near Lake




Michigan should not produce adverse effects, since




freshwater will be used.  In addition, modern cooling




towers employ drift eliminators which reduce the drift




to far below the often-quoted value  of 0.2 percent of




the circulating water flow.




          4)  Slowdown can be minimized, in fact




eliminated, by increasing the concentration multiple of




the makeup water.  Even with a drift as low as  0.05 percent,




zero blowdown can be achieved with a concentration multiple




of 35 to 1.  Since the concentration of dissolved solids




in Lake Michigan is very low, a concentration multiple of




35 should not provide operational difficulties  within




the cooling system.




          Based on the results of the study, it is




concluded that all of the six cooling systems evaluated




are technically feasible alternatives to once-through




cooling for thermal power plants near Lake Michigan.




          The impact of closed cycle cooling systems




on the environment appears to be minor.  Potential problems




can be avoided or alleviated through proper site selection




and engineering design.

-------
                                                      291\
                    B.  A.  Tichenor




          The maximum increase in busbar (power




production) cost for a  closed cycle system using a wet




cooling device is about 3  percent.  While the absolute




magnitude of the costs  presented should not be applied




to specific plants, the range of costs given by Cases I




and III should bracket  closed-cycle cooling costs for




future power plants near Lake Michigan.




          Finally, if the  economic effect of selecting




a closed cycle cooling  system is evaluated in terms of




cost to the consumer, a true picture of the real cost




burden is achieved.




          We put together  a chart which is probably




difficult for most of you to read which explains this a




little fuller.  And I will tell you about the numbers




this chart shows.  (See  P.  297)




          The first line is the base cost.  The




base cost of $9-^ per  month for electricity generated




by a once-through plant was obtained by analyzing data




from the Federal Power  Commission and the Edison Electric




Institute for the States bordering Lake Michigan.  These




data also indicated an  average monthly consumption of




500 kw.-hr. per residential unit.  So this base cost of




09.^ per month is the  average paid by the average resident




•for 500 kw.-hr. of electricity.

-------
                                                  295





               B. A. Tichenor



          The increase in consumer cost due to using



a closed cycle cooling system over a once-through system



was obtained by assuming that all of the additional busbar




cost as represented by Case II of our analysis was passed




on to our consumer.



          I am sure you can't see, but at the end of each




 one of these blue bars which indicates the base cost we




have added a red bar indicating the additional cost for




each system.



          I will just go through the numbers:  Mechanical



draft added 5 cents, natural wet draft added 9 cents,




cooling ponds added 1 cent, spray canals added 3 cents,




mechanical draft dry towers added 29 cents, and natural




draft dry towers added 2? cents.




          That is the conclusion of my statement.



          MR. STEIN:  Before I throw this open, let's see



if I understand that because it seems to me kind of



important.



          On the assumption that — and I assume you have



read Mr. Barber's report — the power plants be permitted



to raise the temperature just 1 degree at the pipe, you




say the most this will cost the consumer is 30 cents a




month extra on the bill — it may cost them a lot less.

-------
                                                        296
                      B, A. Tichenor




          DR. TICHENOR:  This is true.  This assumes that




the plant was designed at the outset with a closed cycle




cooling system being considered.




          MR. STEIN:  Right.




          Are there any comments or questions?




          Mr. Frangos.




          MR, FRANGOS:  Mr. Chairman, could we have a



copy of that graph?




          MR. STEIN:  Do you have a copy of that graph in




your main report?




          DR. TICHENOR:  No, sir.




          MR. STEIN:  Well, let's see if we can make a




picture of that and get it for the conferees.  I think




that is a fairly important document, and I would like



to have that for the record, too, when we get it.  Maybe



we can do that while we are here; take a picture and



reduce it and get it.  Do you think that could be done?



          MR. MAYO:  No problem.  The Regional Office will




take care of that.




          MRo STEIN:  Thank you.  Are there any other




comments or questions?




          (The chart above referred to follows,)

-------
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-------
                                                        298
                      B. A. Tichenor




          MR. FRANCOS:  Mr. Chairman, I am wondering if




you could tell us if you went through any calculations with




the economics with the facilities that are installed,




          DR. TICHENOR:  Yes, we did some computations.




We made some rather basic assumptions when we did these




calculations.




          MR. FRANCOS:  Do we have those results?  Are



they available?  There is a question of existing and new




facilities obviously.



          DR. TICHENOR:  I think the best way to discuss




this problem rather than in terms of specific plants



is to talk about what sort of problems there are in what




is called'"back fitting" a powarplant •  As you read in the



report, the temperature rises through the condenser for



a plant with closed cycle cooling systems are much in



excess of those temperature differences that you get for



the once-through plants.  This is to optimize the design




of the cooling device.  You can make a smaller cooling




device by using a higher temperature.




          Now, the problem with taking a plant that is




either in operation or about to begin operation is that




your condenser is designed to provide a much lower




temperature increase on the order of 20 degrees as opposed




to possibly 35 degrees.

-------
                                                        299
                 B. A. Tichenor
          The problems you get into here are not just the
fact that your cooling device becomes larger due to the
fact that it is operating at a lower temperature, but you
get increased back pressure such that your fuel differen-
tial costs go up.  It costs you more money to produce the
power since your efficiencies are lower in terms of costs.
          We did run some analyses.  The data we had was
sometimes insufficient to make these analyses conclusive.
However, in terms of increased production cost, increased
bus'bar cost, I believe our data showed that for mechanical
draft towers the increase was on the order of .2 mills
per kilowatt hour, for natural draft towers on the order
of .3 mills per kilowatt hour, and for cooling ponds, it
varied quite drastically due to variations in land costs
in certain instances.
          MR. PRANGOS:  Thank you.
          MR. STEIN:  Thank you.
          Are there any other comments or questions?
          MR. CURRIE:  Yes, Mr. Chairman.
          You conclude that all of the six cooling systems
evaluated are technically feasible alternatives and that,
I take it, means that you disagree with the statement th?.t
was made in evidence before our board last week.  The
statement is as follows:  "Dissipation of large quantities
of heat directed to the atmosphere without water

-------
                                                       300






                      B. A. Tichenor



evaporation presently is not technologically or economic-



ally feasible."



          Do you disagree with that statement?



          DR. TICHENOR:  Was this applied to existing



plants or a new facility?



          MR. CURRIE:  It was a general statement which



I think was meant to apply to both.



          DR. TICHENOR:  Yes, I disagree.  If that applies



to a plant which is in the design process,   I would have



to disagree.



          We have a research contract with R. W. Beck &



Associates   which is a consulting engineering outfit,



and they are doing feasibility studies for us on dry



cooling systems, and most of the data in this report are



a result of their computations.  It should be recognized



that dry towers are not presently being used at the scale



we are talking about, however this doesn't discount their



feasibility.  They are being used in the order of 200



and 300 MW in Europe.  There is a facility being built



in South Africa on the order of 500 or 600 MW, and there



are designs for 700 to $00 MW on the drawing board.  So



these are feasible.



          I am talking about the Heller type system



rather than the direct air condenser.

-------
                                                        301




                  B. A. Tichenor



          MR. STEIN:  Are there any other comments or




questions from the panel?



          Any from anyone in the audience?  Yes, would



you come up, please?



          MR. WARREN:  Mr. Chairman, I am Frederick Warren



from the Federal Power Commission, and since we are on the



subject of costs, I would like to ask two questions con-




cerning your recent statements.




          First, you indicated you used 1968 data from



the Federal Power Commission.  Inasmuch as a number of the



elements of power costs have been changing quite rapidly




in the current period, and because we are looking to costs



in the future as they will affect the consumer, I wonder



if you have projected these costs forward to, say, 1978



when, if the trends of the moment or at least the costs



of the moment were applicable, fuel costs would be higher,



capital costs would be higher, and net service costs would



be higher.



          Do you have any comments on what those costs



would be?



          DR. TICHENOR:  I would like to refer you to



Case III of our economic analysis which does deal with high



capital costs, high fixed charge rates, and high fuel



costs.

-------
                                                       302
                    B.  A.  Tichenor




          MR.  WARREN:   How does  it compare  with the




supplemental cost you referred to just  earlier, say 27




cents a year,  27 cents  a month addition?  I mean,  would




it be twice as high or three times or what?




          DR.  TICHENOR:  For which particular cooling




device?




          MR.  WARREN:   Well, pick out one that is




significant.  Wet cooling tower and dry cooling tower.




          DR.  TICHENOR:  Okay.  The wet cooling tower




for our Case III appears to be about 20 percent higher than




Case II for both mechanical and natural.




          MR.  WARREN:   And the dry cooling  tower?




          DR.  TICHENOR:  For the dry cooling tower, it




must be 30 percent higher.



          MR.  WARREN:   You mean higher  than the numbers




that you quoted or higher than the average  billing?



          DR.  TICHENOR:  Higher than these.




          MR.  WARREN:   The additional cost  on the  —




          MR.  STEIN:  Pardon.  Would you speak into the




microphone?




          DR.  TICHENOR:  The mechanical draft, dry.




          MR.  WARREN:   My other question was relevant




to the question of the back fitting which you were discussing,




In calculating these costs, have you made assumption of

-------
                                                      303






                      B. A. Tichenor



a — you know, a shorter average amortization period for




such plants assuming they have a present average lifetime




of maybe 15 years or 20 years, what is the period of




amortization over which you would expect those costs to




be written off at the numbers that you have used?




          DR0 TICHENOR:  I think we assumed the same




amortization period,




          MR. WARREN:  You mean 25 or 30 years?




          DR. TICHENOR:  I believe so, yes.  It is in the



report.




          MR. WARREN:  Well, I have to question the




realism of that assumption, at any rate.  I think this




is an important consideration which I expect to refer to,




and I am not here, gentlemen, suggesting that costs are



the only factors to consider.  We just happen to be on




this subject at the moment.



          But I think with respect to the back fitting of



units, once you consider Lhat, obviously the customer



would have to pay them over a shorter period.




          DR. TICHENOR:  If we are talking about back




fitting auxiliary cooling to existing plants, you can




only afford to pay for those over the existing life,




over the remaining life,,



          MR. WARREN:  This would not apply to a plant

-------
                                                      3.04
                      B. A. Tichenor




that is ready to go on line with the back fitting?




          MR. STEIN:  In other words, with an existing




plant, if you make an improvement, you would have to have




a shorter amortization period to make it reasonable or




feasible  than  for a new plant.




          DR. TICHENOR:  That is the point.




          MR. STEIN:  I think that is clear.




          Again, I hear these figures, and even with the




outside assumption, it is going to push up the bill 40£




a month maximum.




          DR. TICHENOR:  That is by far the most expensive--



the dry system.




          MR. STEIN:  The most expensive system in adding




on an extra 30 percent.



          MR. WARREN:  I think that would depend on whether



his Case III figures the future cost numbers for the



decades ahead.



          MR. STEIN:  I think this is his statement that




we want to get in now.  This is what he is saying.




          DR0 TICHENOR:  Yes, this is for Case III, and




I think the point is that Case III may not represent the




maximum of all of these factors.  We did not attempt to




project these costs into the future.




          MR. STEIN:  Thank you.

-------
                                                     305
                      B. A. Tichenor




          Do we have any other comments or questions?




          Yes, would you come up, please?




          MR. PATTERSON:  My name is R. W, Patterson of




the engineering consulting firm of Sargent and Lundy.  I




have two questions.  One is:  Does the Department have




any information on the experience that the dry towers




have had in Europe and South Africa?




          DR. TICHENOR:  Yes, we do.  We have just




received our preliminary copy of the final report from




the R. W. Beck Company and they have an extensive




section on the experience of this.




          MR. PATTERSON:  Have they been good or bad?




          DR. TICHENOR:  They have been both0  They have




had some corrosion problems in terms of operating




problems.  They have had some problems, yes, but they




have also had some good experiences.



          MR. PATTERSON:  Would these experiences lead



you to believe that the costs would actually be higher



for a system that would operate well, or were they based



on the costs of towers which have had problems?




          DR. TICHENOR:  The costs, I don't believe,




were extrapolated from the European experience and the




reason for this is that some of the towers that were




initially built in Europe were not optimized.

-------
                                                     306






                      B. A. Ticheno"




          For example, at the Rugely  plant, cost data




were quite high because this tower WP-  put in more as an




experiment.  R. W. Beck &  Assoc.    determined more




reasonable costs for U. S. considerations,




          One thing I should point out right now, that




is stated in the report but I didn't say, is that these




additional costs include some gas turbine peaking units




for the low generation capacity due to high back pressure.




          MR. PATTERSON:  Was this with some of the tower




manufacturers — in conjunction with them?




          DR. TICHENOR:  Yes.




          MR. PATTERSON:  The other question is of a




different nature.  The fuel costs that were included in




the various alternatives, as I understand it, were based



on two or three or four basic fuel costs in order to get



a spectrum of fuel costs.  But in comparing once-through



cooling and cooling tower alternatives, was consideration



given to the fact that the cooling facilities will operate




at a poorer efficiency than operating with Lake Michigan




and that therefore there will be higher fuel costs?




          DR. TICHENOR:  Yes.  What we did is we gave




a standard once-through design, put ambient lake tempera-




tures in, operated the once-through plant over the full




year to determine the fuel costs and did

-------
                                                       307
                      B. A. Tichenor




the same thing for each of the cooling devices depending




on what their temperature was and the back pressure was,




so that the difference in the effect of operating with off-



ctesign conditions was considered.




          MR. PATTERSON:  What about referring to the




capability charges* The cooling towers by being less




efficient and in some cases requiring fans or other




mechanical equipment will give a lower output to the system




in kilowatts and therefore this kilowatt capacity must be




replaced at another plant somewhere or by building another




plant to increase the capability of the entire system-




          DR. TICHENOR:  Basically what we did is we




assumed that we could factor that out under the fuel




consumption. Although I would say that the amount — we



certainly included the cost of fuel for providing pumping




and for providing fan horsepower.



          MR. PATTERSON:  Those are all of the questions



I have.




          MR. STEIN:  Thank you very much.




          Please  clarify a question for me, Dr. Tichenor,




because I suspect that we may be getting comparisons with




the highest possible courses put in here around Lake




Michigan all of the time.




          Is it your judgment that — I assume the dry

-------
                                                     308






                       B. A.  Tichenor




 cooling tower costs  the most.




           DR.  TICHENOR:  Of  the  alternatives.




           MR.  STEIN:   Is it  your judgment that the dry




 cooling tower is  going to  be universally used around Lake




 Michigan or will  some  of the plants be able to take a




 less expensive system?




           DR.  TICHENOR:  I would think the environmental




 effects of the wet devices could be satisfactorily solved,




 There would be no reason why we  could not  continue  to  go




the wet systems.



           MR.  STEIN:   Are  there  any other comments or




 questions?




           MR.  POOLE:   I hate to  expose my ignorance, but




 I haven't been able  to tie in  the data you showed over



 here with the  report.  Is  it in  the report?



           DR.  TICHENOR:  The first two tables I  showed



 over here are  in  the report.  The ones pertaining to the



 nuclear plant  are not  in the report.




           MR.  POOLE:   Could  you,  not necessarily today,




 but  could you supply us with all these tables?




           MR.  STEIN:   Do you have copies?




           DR0  TICHENOR:  les.



           MR.  STEIN:   We can get those supplied  by this




 afternoon or tomorrow  morning  and duplicated.

-------
                                                  309





                B. A. Tichenor




          MR. MILLER:  Mr. Chairman.




          MR. STEIN:  Yes, Mr. Miller.




          MR. MILLER:  I have a question concerning your




statement on blowdown.  If I understand what you are




saying, you say zero blowdown.  With all of the cooling




towers that I am familiar with, even in this area, with




drift, we still have to have blowdown on them.  How do




you keep the concentration of the solids down?




          DR. TICHENOR:  How do you keep the concentration




of the solids down with zero blowdown?  The way you hit




zero blowdown is to increase the concentration of the




solid until you reach some equilibrium, and the report




showed, depending on the amount of water you lost through




drift, that the concentration multiple varies from 9.5




to 35 with zero blowdown.  If you blow down you get




various concentration multiples for various blowdown




discharges.




          I believe one of the tables in the report gives




both volumes of blowdown and concentration multiples.




Table VI$ on pape VI30 indicates the various concentra-




tion multiples assuming evaporation loss of 1.78 percent.




And a drift of 0.05 percent.




          MR. STEIN:  Does that satisfy you, Mr. Miller?




          MR. MILLER:  I have never seen one operate

-------
                                                      310
                      B. A. Tichenor




this way even with buildup of solids.  You either have




equipment problems or you have blowdown out of it,




          DR0 TICHENOR:  We recently saw a paper that was




delivered by — I can't remember the gentleman's name —




from the Black and Veatch engineering firm, that was




delivered at a Cooling Tower Institute meeting which




indicated that they have some data on towers operating




with zero blowdown.




          MR. ASCHOFF:  My name is A. F. Aschoff of




Sargent and Lundy Engineers.




          I think that you had better examine your Lake




Michigan water chemistry, because you cannot run Lake




Michigan water at 35 concentration; you will get




precipitation of calcium carbonate much below that.



          DR0 TICHENOR:  That is possible.  We did not



examine that problem.



          MR. ASCHOFF:  Your other reference in the



paper h ad to do with the salt water tower rather than




one operated on lake water where you mixed 100,000




parts per million,




          DR. TICHENOR:  That is true.




          MR. ASCHOFF:  I don't think that is relevant




to the discussion on Lake Michigan.




          DR, TICHENOR:  I might mention that we have

-------
                                                        311






                      B. A. Tichenor



data from several power plants operating not on salt water



but on  freshwater systems, and their dissolved solids —



some of them — are quite high, but the chemistry may not



be the same,



          MR. ASCHOFF:  You get precipitation of calcium



carbonate at about 33 p.p.m., and if you run it on calcium



sulphate it comes out about 1,200.



          DR. TICHENOR:  What would happen if you ran a



concentration multiple of 9.5?



          MR. ASCHOFF:  You might run 5 to 10 on Lake



Michigan water on feeding sulphuric acid.  That is about



the maximum.



          MR. STEIN:  Thank you.



          Are there any other comments or questions?



If not, thank you very much, Dr. Tichenor.



          May we have Mr. Frederick Warren of the Federal



Power Commission?



          MR. STEIN:  How long is this statement going to be?



          MR. WARREN:  I would think it would take about



20 minutes, Mr. Stein, to present, and I don't know if



you want to have questions afterward or not.  Do you have



any preference of doing it now or after lunch?  It is



agreeable with me either way.



          MR. STEIN:  Why don't you go ahead?



          MR. WARREN:  All right.

-------
              FEDERAL POWER COMMISSION



OFFICE OF THE ADVISOR ON ENVIRONMENTAL QUALITY


                        September 25,  1970
   Commissioner David D,  Dominick
   Federal Water Quality Adminis tration
   Dear Comm/ssibner Dominick:
        Herewith three copies of my state-
   ment for  the  Chicago conference to be
   held September 28,  which I called earlier
   this week to  discuss with you.
                   Frederick H. Warren
                 vAdvisor on Environmental
                        Quality
   Enclosures

-------
                        STATEMENT OF
                     FREDERICK H. WARREN
              ADVISOR ON ENVIRONMENTAL QUALITY
                  FEDERAL POWER COMMISSION

                           FOR THE
            FEDERAL-STATE ENFORCEMENT CONFERENCE
                ON POLLUTION OF LAKE MICHIGAN
            SEPTEMBER 28, 1970, CHICAGO, ILLINOIS
     Since the public announcement in May 1970 of the

by the Federal Water Quality Administration to limit the thermal

rise of waters discharged into Lake Michigan to 1°F, the Federal
A
Power Commission has been interested to know and to understand

the environmental factors which form the technical basis for this

proposal and has been concerned with determining the effect such

limitations might have on electric power facilities presently

using Lake Michigan for water cooling purposes as well as those

in construction or planned for building in the future.  Just: a

week ago, the Commission received copies of the reports of the

Department of the Interior entitled "Physical and Ecological

Effects of Waste Heat on Lake Michigan" and "Feasibility of

Alternative Means of Cooling for Thermal Power Plants Near Lake

Michigan."  We have therefore had only a brief opportunity to

-------
                            - 2 -



review and analyze their contents.  In the meantime, we have


explored the extent of other studies on this subject and the


status of the electric power situation.


     The purpose of this statement is to summarize the nature


of the present: and prospective electric power situation as


related to thermal discharge limitations for Lake Michigan and


to provide pertinent comments and conclusions which we believe


should receive full consideration in any determination by the


responsible environmental agencies as to appropriate thermal
I-

standards for Lake Michigan.


     The Federal Power Commission is charged by law with respon-


sibilities and duties to promote and encourage the voluntary


interconnection and coordination of electric power systems of


the Nation in the interest of "assuring an abundant supply of


electric energy throughout the United States with the greatest


possible economy and with regard to the proper utilization and


conservation of natural resources."  Reliability and adequacy.


of electric power supplies are basic to the accomplishment of


these goals.

-------
                            - 3 -




     This statement, therefore, sets forth the needs and pro-


jected supplies of electric power in the Lake Michigan area,


indicates the possible effects of proposed thermal criteria for


Lake Michigan on the reliability and cost of power supplies, and


urges that these matters be fully considered in the balancing of


objectives that will be necessary in adopting final thermal


standards for Lake Michigan waters.


     Currently, there are 23 electric utility steam-electric


plants located on Lake Michigan and utilizing Lake water for
lv

condenser cooling on a once-through basis.  All except one


small nuclear plant are fossil fueled.  As shown in Table 1,


the total capacity of these plants is 8,393 megawatts.


     These 23 existing steam-electric plants are operated by


six privately owned and five publicly owned electric utility


systems.  As shown in Table 2, the plants obtaining cooling


water from Lake Michigan provide from 18 to 100 percent of the


capacities of these systems and account for 41 percent of the


combined system capacities.

-------
                            - 4 -
                           Table 1
           Existing Utility Steam-Electric Plants
         Obtaining Cooling Water_From Lake Michigan
Utility J3j£Sjtejm

C oircnom wealth E d i s on
     Co.
Consumers Power Co.
Northern Indiana Public
     Service Co.

Wisconsin Electric
^    Power Co.
Wisconsin Power and
     Light Co.
Wisconsin Public
     Service Corp.
Winnetka Municipal
Escanaba Municipal
Holland Municipal
Traverse City
     Municipal
Manitowoc Municipal
                                            Fossil
                                              or
                           Plant
Waukegan
State Line
Big Rock Point
Campbell
Cobb
Bailly
Michigan City
Mitchell
Commerce St.
Lakeside
North Oak Cr.
Port -Washington
South Oak Cr.
Valley
East Wells
Edgewater

Manitowoc
Pulliam
Winnetka
Escanaba
DeYoung
Traverse City

Manitowoc
F
F
N
F
F
F
F
F
F
F
F
F
F
F
F
F

F
F
F
F
F
F
                              Installed
                              Capacity .
1,047
  944
   75
  650
  511
  616
  211
  529
   35
  311
  500
  400
1,170
  275
   15
  459-V

   10
  393
   26
   23
   83
   35

   75
                                                  Total  8,393
I/
    Wisconsin Public Service Company owns 32% of the second
    unit (330).

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-------
                            - 6 -



     To meet the grovairig utility loads in the area, additional


capacity is being installed at one existing fossil fueled plant


and five new nuclear plants are being constructed.  As shown in


Table 3, the total additional capacity being provided amounts to


7a043 megawatts.  As planned, the new plants and plant additions


would also utilize Lake water on a once-through basis.  Thus,


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capacity of 15,436 megawatts would be using Lake Michigan for


the dissipation of waste heat.
j-v

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plant, is part of a larger system with most of its load extend-


ing far from Lake Michigan.  Table 4 shows for the other five


systems operating in the Lake Michigan area the projected load-


supply situation in 1973 when all plants under construction


are scheduled for completion.

-------
-   7  -












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-------
                            - 8 -
                           Table 4

            Load-Supply Situation for Summer 1973
          Selected Utilities Adjacent to Lake Michigan

                                                       Megawatts

Dependable Capacity, June 1970                           20,428
Capacity Additions near Lake Michigan by June 1973        4,843
Other Net Capacity Additions by June 1973                 3,929
Dependable Capacity, June 1973"                           29,200
Load, Summer 1973                                        23,081
Reserves                                                  6,119
                                                        or 26.2%

     Table 4 indicates that these five utilities in the Lake

Michigan area have adequate reserves for the summer of 1973.

However, the figures do not take account of firm purchases and

firm sales, both of which could have a significant effect on the

reserve margin.  The figures are also based on the assumption

that all capacity additions listed in Table 3 would be completed

without delays.  The Zion No. 1 nuclear unit and Michigan City

fossil plant addition are scheduled for operation in May 1973

and June 1973, respectively.  Should these units be delayed,

the reserve for the summer of 1973 would be reduced by 1,500

megaxratts to 20 percent.  The summer 1970 reserve margins for

for these utilities, exclusive of firm purchases and firm sales,

was 13.0 percent.

-------
                              9






     The Commission considers that a reasonable reserve margin




for utility systems served predominantly by thermal plants Ls




about 20 percent.  It is clear, therefore, that the capacity




additions under way provide needed reserve margins and that




anj' significant delays in plant completions would reduce the




reserves below margins of safety for reliable service„




     The electric utilities serving the areas surrounding Lake




Michigan are located in four power supply areas as defined by




the Federal Power Commission.  Power supply area 11 consists




primaril}' of the Lower Peninsula of Michigan.  Power supply




area 12 consists primarily of the State of Indiana.  The




eastern half of Wisconsin and the Upper Peninsula make up




power supply area 13.  Approximately the northern one-fourth




of Illinois, including the Chicago area, comprises power supply




area 14.




     As shown in Table 5, the energy requirements and the peak




loads of these areas are both projected to increase in 1990 to




approximately three and one-half times the 1970 amounts.

-------
             -  10   -
































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-------
                           - 11 -






     It should be noted that a large part of. the load in power




supply area  11 is and will be centered around the Detroit area.




However,, projections are that a substantial amount of load growth




will occur in western Michigan on the eastern shore of Lake




Michigan.  The majority of the load, growth expected for power




supply area  12 will be in the middle and southern portions of




Indiana, but a significant amount will be in the northern




section around Gary, Indiana.  Almost all of the loads projected




for power supply areas 13 and 14 will be on or near Lake Michigan,




     As shown in Table 6, the annual rates of growth for power




supply areas 11 and 13 are projected to be slightly lower than




the total rate for the four power supply areas considered.  This




is true for  both decades and for both energy requirements and




peak loads.  The rate of growth for the 1980-1990 period is




less than for the  1970-1980 period.  Comparing the power supply




areas 11, 12, 13, and 14 to the whole United States, the rate



of growth is lower in these power supply areas in every instance.

-------
                           - 12 -
                           Table 6
       Annual Compounded Percent Increase of Projected
     Electric Utility Energy Requirements and Peak Loads
       for Power Supply Areas Surrounding Lake Michigan

Power Supply          1970-1980              1980-1990
                    Energy   P££k          Energy   Peak
11
12
13
14
. - 4 Areas
. - U. S.
6.1
6.9
6.3
7.2
6.7
7.3
5.9
6.7
6.2
7.0
6.5
7.2
5.9
6.6
6.1
6.4
6.3
6.6
5.7
6.5
6.0
6.5
6.2
6.6
     To meet the projected loads in 1990, substantial amounts
Jv
of generating capacity in addition to that existing and under

construction will need to be installed in the Lake Michigan

area.  Estimates made in connection with updating the National

Power Survey indicate that approximately 4,000 megawatts of

new fossil fueled capacity and 20,000 megawatts of new nuclear

capacity would be constructed on or near Lake Michigan.  Thus,

by 1990 nearly 40,000 megawatts of steam-electric capacity

could be located so as to use Lake Michigan waters for cooling.

     Should the projected 24,000 megawatts of thermal capacity

not now existing or under construction be required to have

auxiliary cooling facilities rather than once-through systems,

-------
                           - 13 -






the additional plant costs would be an estimated $130 million,




using about $10/kW for nuclear and $7/kW for fossil plants.




The added consumptive use of water would be approximately 300




cubic feet per second.




     If all of the 15,000 megawatts of capacity existing and




under construction required conversion from once-through cooling




to the use of auxiliary cooling facilities, the required invest-




ment, exclusive of sunk costs in constructed facilities, could




be of the order of $150 million, using somewhat higher unit




costs than for new plants.  This would not make allowance for




the unavailability of capacities during conversion periods.




The increase in consumptive use of water resulting from the




alterations would be about 190 cubic feet per second.




     Before stating our conclusions, it is in order to make a




few comments concerning the principal report of the Department




of the Interior dated September 1970 (referred to above), which




provides some of the basic background for this conference.




     First, the report presents no newly defined proposal with




respect to a thermal rise limitation for the Lake and therefore




we have had to assume that the proposal of 1°F maximum rise




still stands.

-------
                           - 14 -






     Second, the "Introduction" of the report, which contains




the conclusion "that no significant amounts of waste heat




should be discharged into Lake Michigan," appears to rest on




certain major assumptions presented in that report.  One of




the principal assumptions is that the waste heat discharged




from power plants into Lake Michigan by the year 2000 will




increase approximately tenfold from the present 40 billion




Btu's/hour in 1968 to about 431 billion Btu's/hour in the year




2000.  This presumes no change whatever in the technology of




cooling power plants in this region in the next thirty years,




and therefore reflects a straight arithmetic increase of heat




load by the projected increases in power capacity.  Thus even




though about 80 percent of the postulated direct heat load




would accrue from units not coming on stream until the 1980's




and 1990's,  the Department is advocating immediate imposition




of the proposed 1°F limit.




     Third, in the development of the foregoing estimates of




heat loading, the report assumes 100 percent plant factor for




the power facilities, which is roughly double the average normal




experience of the industry and therefore doubles the postulated




heat load estimate.

-------
                           - 15 -


     Fourth, while the report deals extensively with significant

changes in the ecology of the Lake resulting from negative

factors imposed on various species of fish and plant life, it

does not, so far as we have learned, present data evidencing

specific harmful effects from operations of the number of power

facilities now discharging heated effluents into the Lake.

     Fifth, the report refers to a number of factors contributing

to degradation of the quality of Lake waters and its biota.

These include not only thermal loading but also industrial
k
pollutants, human and agricultural nutrients, and past inadequate

management of fisheries.  The proposed thermal limitations can

hardly be expected to achieve their intended purpose unless

these other factors are correspondingly improved.

     Sixth, the studies emphasize the critical importance of

the inshore portions constituting only 6 percent of the Lake's

surface and its biologically most productive area.  No considera-

tion appears to be given to the possibility that some of the

fringes of the other 94 percent of the Lake might support

enhanced productivity if they shared some of the heat from

inshore, perhaps promoting bottom upwelling, as the Department

-------
                            -  16 -


of the Interior has  suggested elsewhere.  Considerations such

as these prompt us to  say that the function of regulation is

not to dictate engineering  choices but rather to set environ-

mental objectives to be achieved and leave to biological/engineering

the design of individual solutions suited to particular situations.

     These comments  do not  invalidate the substantial amount of

valuable ecological  data, analyses, and opinion contained in the

report.  We are equally as  concerned as other participants in

this conference with finding and applj^ing protective principles
A
which will not only  preserve but improve the ecological condition

of this splendid Lake.  The present situation, however, in our

opinion leaves a number of  matters open to question and leads

us to state the conclusions which are summarized hereafter.

Conclusions

     1.   The Commission's  responsibilities stated at the

introduction of this paper  with respect to adequate and reliable

supply of electricity  together with regard for conservation of

natural resources emphasizes that any standards to be implemented

on specific thermal  rise limits should take account of any

potential impact on  the power supply situation as well as the

-------
                           - 17 -




environments! conditions which they are intended to protect.


We believe it is apparent that t-he major quantities of electric


power capacity summarized, in previous portions of this paper


are of such importance to the health and well-being of


inhabitants of this area and their economic situation that it


would be unacceptable to curtail the scheduled power projects-


unless it were clearly demonstrated that failure to do so


would seriously jeopardize human health and safety or major


ecological systems.  In consequence, any adoption of new thermal
l<-

standards should be applied in specific situations in a manner


designed to avoid jeopardy of electric power supply schedules.


     2.   As previously noted, the Commission staff and other


conference participants have had merely a few days to consider


the technical findings of the Department of the Interior with


respect to potential effects of thermal, discharges into Lake


Michigan.  Meanwhile, a significant number of studies on thermal


environmental aspects of the Lake have been conducted and many


are still under way as summarized in Attachment A to this


statement.  Since so many studies are still in progress, it is


not yet possible to assess the import of their conclusions along

-------
                            -  18  -



with  the  data contained in the Department's report.  We see

evidence5  of potential for damage but not  evidence of an

imminent  crisis  in the condition of the Lake.  In our opinion,

it would  be desirable to consider  carefully the results of all

these  studies as well as examining more fully  the implications

of the.  Department's report before  instituting  major actions

which might impair the electric  supply situation or have other

significant environmental consequences.   These factors should be

weighed in  comparison with the reported potential environmental
A
effects which will not change very greatly in  a matter of months.

      3.   While  not contending that dollar costs of power

facilities  and power generation  should control decisions in

this matter, it  is believed that balanced decisions in the

interest  of the  public as both environmental trustees and

power  consumers  require that  cost  factors be weighed along

with  appraisal of related environmental consequences.

      4.  There  is a reasonable  opportunity to consider the

merits  of design changes in plants not yet committed to

construction in  order to handle  thermal discharges by various

techniques  in addition to present  once-through cooling systems.

-------
                           - 19 -






The same time and cost factors are not applicable if such




regulations a.re imposed on existing power plants or those




which are far advanced in construction.  We therefore urge the




conferees and the environmental agencies involved to consider




with more care:




     a)   Other possible designs for cooling systems of power




          plants situated in different Lake shore siting




          situations developed around a set of environmental




          protection principles.




     b)   A transition program for any proposed auxiliary




          cooling requirements applied to plants already




          designed and in construction; and




     c)   Individual consideration of the merits, the time




          schedules, and the economic consequences of applying




          similar standards to existing plants which are




          generally of smaller capacity and have more limited




          Life for cost amortization.




     5,   In view of the responsibilities and concerns expressed




herewith on behalf of the Federal Power Commission, and the




important impact which any decisions here have on the power

-------
                            -  20 -






programs we have cited,  it  is requested that the Federal Poxver




Commission have the opportunity .to review any proposed revised




thermal effects standards for Lake Michigan and plans for their




implementation before  such  plans are adopted.

-------
                               Attachment  A
                       LAKE  MICHIGAN  THERMAL  EFFECTS STUDIES
        Title or Subject
           of Study
 1.   Great Lakes basin
      study

 2.   Thermal pollution
      study
             Area
         Investigated

   A.  S tud j e s "Comp 1 e t ed

Lake dynamics-biologica1,
 physical, chemical

Thermal plume-Waukegan
        Study
     Performed By
         FIVQA

         FWQA
Study
Dates
 3.   Waukegan-Zion study    Thermal  plume-Waukegan     Dr. W. 0. Pipes
 4.   Waukegan-Zion
      field sampling
Bottom organisms and
 temperature measurements
 5.   Potential Zion effects Heat and rad-wastes
 6.   Waste heat effects
   l^  at Zion plant

 7.   Effects of Valley
      plant

 8.   Study of Oak Creek
      plant and vicinity

 9.   Preoperational study
      at Kewaunee plant

10.   Preoperational study
      at Point Beach plant

11.   All Wise. Elec.
      Power Co. plants

12.   Study of Campbell
      plant

13.   Study of Traverse
      City plant

14.   Study of Campbell
      plant

15.   Study of Big Rock
      plant
Math model to predict
 effects

Study of thermal effects
Biological and water
 temperature survey

Biological and Lake
 temperature survey

Biological and Lake
 temperature survey

Infra red aerial
 survey of thermal plumes
         FWQA

Dr. L. P. Beer


Dr. D. W. Pritchard

       M.I.T.
Wis. Div. of
 Env. Protection

Univ. of Wise.
 (Dr. Grunwald)

Univ. of Wise.
 (Dr. Grunwald)

Texas Instrument Co.
Survey of thermal plume    Consumers Pwr. Co.
Measurement of thermal
 plume

Measurement of thermal
 plume

Measurement of temper-
 ature and biological
 factors
Mich. Water Res.
 Comm.

Mich. Water Res.
 Comm.

Mich. Water Res.
 Comm.
1964

1968


1968


1969

1968


1970
1970
1968
1968
1968-9

-------
16.   Study of Campbell  and  Infra red aerial survey
      Big Rock plants        of thermal  plumes
                                                       Consumers Pwr.  Co.
                                                 1969
     Continuous  monitoring
      at Waukegan plant

     Phytoplankton studies
      at Waukegan plant

     Tank studies on fish
      at Waukengan plant

     Preoperational studies
      at Zion plant

     Lake dynamics at
      Waukegan and Zion
                            Measure changes in         Ind. Bio-Test
                             temperature and oxygen     (Dr. IV. 0. Pipes)
Evaluate thermal shock
 at algae in condenser
                                                       Ind. Bio-Test
                                                        (Dr. W. 0. Pipes)
 6.   Zooplankton studies
      at Waukengan plant

 7.   Zion organisms study
 8.   Thermal  monitoring
      at Palisades plant
 9.  Biological measure-
      ments of Palisades
      plant

10.  Study of effects of
      Palisades plant

11.  Fish studies at
      Palisades plant

12.  Biological sampling
      at Campbell plant

13.  Ecological studies
      at Cook plant
Determine fish response to Ind. Bio-Test
 intake and discharge temp. (Dr. W. 0. Pipes)

Inventory of biological,   Ind. Bio-Test
 physical, chemical factors (Dr. W. 0. Pipes)

Continuously monitor       Ind. Bio-Test
 current, water tempera-    (Dr. W. 0. Pipes)
 ture, meteorology

Estimate deleterious level Ind. Bio-Test
 of thermal shock .on        (Dr. IV. 0. Pipes)
 organisms
Background study of        Env. Parameters
 organisms at Zion plant    Res. Organ.

Before and after measure-  Mich. Water Res.
 ments of biological        Comm.
 effects and temp.

Before and after measure-  T. W. Beak
 ments of effects           Consultants
Effects of warm water      Consumers Pwr. Co.
 discharge into L. Michigan
Before and after fish
 surveys at plant

Measure biological forms
 at plant

Pre and post operational
 ecological studies
                                                       Mich. Dept.
                                                        Nat. Res.

                                                       T. W. Beak
                                                        Consultants

                                                       Univ. of.Mich.
                                                        (Dr. J. C. Ayers)
                                                 1970-71
1970-71
                                                                             1970-71
                                                                             1970-
                                                                             1970-2
                                                                             1970-2
                                                                             1968-7]
                                                                             1968-72
1968-
1969-

-------
                                                        312





                   P.  H.  Warren









          STATEMENT OP FREDERICK H.  WARREN,




          ADVISOR ON ENVIRONMENTAL QUALITY,




             FEDERAL POWER COMMISSION,




                WASHINGTON, D.C.









          MR. WARREN:   Mr. Chairman, I  appreciate the




opportunity to appear before you and the conferees here




today and to speak to this audience.  I am Frederick H.




Warren, Advisor on Environmental Quality for the Federal




Power Commission.




          Since the public announcement in May 1970, of




the proposal by the Federal Water Quality Administration




to limit the thermal rise of waters  discharged into Lake




Michigan to 1 degree Fahrenheit, the Federal Power




Commission has been interested to know and to understand




the environmental factors which form the technical basis




for this proposal  —  I expect others here have been




curious along with rue about the same matter — and has




been concerned with determining the effect such limitations




might have on electric power facilities presently using




Lake Michigan for water cooling purposes as well as those




in construction or planned for building in the future.




Just a week ago, the Commission received copies of the

-------
                                                        313





                   F.  H. Warren




reports of the Department of the Interior entitled




"Physical and Ecological Effects of Waste Heat on Lake




Michigan" and "Feasibility of Alternative Means of Cooling




for Thermal Power Plants Near Lake Michigan."  VJe have




therefore had only a brief opportunity to review and




analyze their contents.  I hope I may be permitted a mild




skepticism about the objectivity of the report, the




conclusion of which was announced 4 months before its




release.




          In the meantime, we have explored the extent




of other studies on this subject and the status of the electric




power situation.




          The purpose  of this statement is to summarize




the nature of the present and prospective electric power




situation as related to thermal discharge limitations for



Lake Michigan and to provide pertinent comments and




conclusions which we believe should receive full




consideration in any determination by the responsible



environmental agencies as to appropriate thermal standards




for Lake Michigan.




          The Federal  Power Commission is charged by law




with responsibilities  and duties to promote and encourage




the voluntary interconnection and coordination of electric




power systems of the Nation in the interest of "assuring an

-------
                    P.  H.  Warren




abundant supply of electric energy throughout the United




States with the greatest possible economy and with regard




to the proper utilization and conservation of natural




resources."  This is quoted from the Federal Power Act.




Reliability and adequacy of electric power supplies are




basic to the accomplishment of these goals.




          This statement,  therefore, sets forth the needs




and projected supplies  of electric power in the Lake




Michigan area, indicates the possible effects of proposed




thermal criteria for Lake Michigan on the reliability and




cost of power supplies, and urges that these matters be




fully considered in the balancing of objectives that




will be necessary in adopting final thermal standards




for Lake Michigan waters.



          Currently there are 23 electric utility steam-




electric plants located on Lake Michigan and utilizing lake




water for condenser cooling on a once-through basis.  All




except one small nuclear plant are fossil fueled.  As shown




in Table 1 of this report the total capacity of these




plants is 8,393 -Ttf.



          (The above referred to chart follows.)

-------
                                                              315
                           Table 1
           Existing Utility Steam-Electric Plants
         Obtaining Cooling Waten. From Lake Michigan
Utility System

Commonwealth Edison
     Co.
Consumers Power Co.
Northern Indiana Public
     Service Co.

Wisconsin Electric
t*    Power Co.
Wisconsin Power and
     Light. Co.
Wisconsin Public
     Service Corp.
Winnetka Municipal
Escanaba Municipal
Holland Municipal
Traverse City
     Municipal
Manitowoc Municipal
                   Fossil
                     or
  P1an t Name       Nuc1e ar
Waukegan              F
State Line            F
Big Rock Point        N
Campbell              F
Cobb                  F
Bailly                F
Michigan City         F
Mitchell              F
Commerce St.          F
Lakeside              F
North Oak Cr.         F
Port-Washington       F
South Oak Cr.         F
Valley                F
East Wells            F
Edgewater             F

Manitowoc             F
Pulliam               F
Winnetka              F
Escanaba              F
DeYoung               F
Traverse City         F

Manitowoc             F
Installed
Capacity,
   MW

  1,047
    944
     75
    650
    511
    616
    211
    529
     35
    311
    500
    400
  1,170
    275
     15
    459l/

     10
    393
     26
     23
     83
     35

     75
                                                  Total  8,393
I/
    Wisconsin Public Service Company owns 32% of the second
    unit (330).

-------
                                                       316





                     F.  H.  Warren




          MR.  WARREN:  These 23 existing steam-electric




plants are operated by six  privately owned and five publicly




owned electric utility systems.  As  shown in Table 2 of




the report, the plants obtaining cooling water from Lake




Michigan provide from 18 to 100 percent of the capacities




of these systems and account for 41  percent of the




combined system capacities.




          (The above referred to chart follows.)

-------
                                                    31?





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-------
                                                        318




                    P.  H.  Warren




          MR.  WARREN:   To  meet the growing utility loads In




the area, additional capacity is being installed at one




existing fossil fueled plant and five new nuclear plants




are being constructed.   As shown in Table 35  the total




additional capacity being  provided amounts to 7,0^3 MW.




          (The above referred to chart follows.)

-------
_ 7 -
                                      319












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-------
                                                       320
                    P. H.  Warren

          As planned, the  new plants and plant additions

would also utilize lake water on a once-through basis.

Thus, with completion of these additions, 28 plants with

a total capacity of 15,436 MW would be using Lake Michigan

for the dissipation of waste heat.

          Of the six utilities listed in Table 3, the

Indiana-Michigan Electric  Company, which is constructing

the Cook nuclear plant, is part of a larger system with

most of its load extending far from Lake Michigan.

Table 4 shows for the other five systems operating in the

Lake Michigan area the projected load-supply situation in

1973 when all plants under construction are scheduled for

completion.



                       Table 4

          Load-Supply Situation for Summer 1973
      Selected Utilities Adjacent to Lake Michigan

                                               Megawatts

Dependable Capacity, June 1970                  20,428
Capacity Additions near Lake Michigan
  by June 1973                                   4,843
Other Net Capacity Additions by June 1973        3,929
Dependable Capacity, June 1973                  29,200
Load, Summer 1973                               23,081
Reserves                                         6,119
                                               or 26.2%

-------
                                                         321






                    F. H. Warren



          Table Jj indicates that these five utilities in




the Lake Michigan area have adequate reserves for the




summer of 1973-  However, the figures do not take account




of firm purchases and firm sales, both of which could




have a significant effect on the reserve margin.  The




figures are also based on the assumption that all




capacity additions listed in Table 3 would be completed




without delays.  The Zion No. 1 nuclear unit and Michigan




City fossil plant addition are scheduled for operation in




ivlay 1973 and June 1973, respectively.  Should these units




be delayed, the reserve for the summer of 1973 would be




reduced by 1,500 i
-------
                                                        322





                    P. H. Warren




supply areas as defined by the Federal Power Commission.




I won't review the detail in those areas.  I don't think




it is critical, but as shown in Table 5 power supply




area 11 consists primarily of the Lower Peninsula of




Michigan.  Power supply area 12 consists primarily of the




State of Indiana.  The eastern half of Wisconsin and the




Upper Peninsula make up power s.upply area 13-  Approximately




the northern one-fourth of Illinois, including the Chicago




area, comprises power supply area 14.




          (The above referred to chart follows.)

-------
                                     -   10  -
                                                                                                           323
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-------
                    P.  H.  Warren




          MR. WARREN:  As  shown in Table 5, the energy




requirements and the peak  loads of these areas are both




projected to increase in 1990 to approximately three and




one-half times the 1970 amounts.




          It should be  noted that a large part of the load




in power supply area 11 is and will be centered around the




Detroit area.  However, projections are that a substantial




amount of load growth will occur in western Michigan on




the eastern shore of Lake  Michigan.  The majority of the




load growth expected for power supply area 12 will be in the




middle and southern portions of Indiana, but a




significant amount will be in the northern section around




Gary, Indiana.  Almost  all of the loads projected for




power supply areas 13 and  14 will be on or near Lake



Michigan.



          As shown in Table 6, the annual rates of




growth for power supply areas 11 and 13 are projected to




be slightly lower than the total rate for the four power




supply areas considered.




         (The above referred to chart follows.)

-------
                                                        325
                    P.  H.  Warren



                       Table 6

     Annual Compounded Percent Increase of Projected
  Electric Utility Energy  Requirements and Peak Loads
     for Power Supply Areas Surrounding Lake Michigan

Power Supply           1970-1980                 1980-1990
    Area	         Snergy  Peak              Energy  Peak

     11

     12

     13

     IH

Total — 4 Areas

Total - U.S.

          I am going to draw some just general numbers from

this table, but let me interpolate one moment:  The Federal

Power Commission has not extended its projections forward

to the year 2000 which was used by the Department of Interior

in its study and we certainly have not projected our

rates forward to the year  2000 for the same heat projection

rates which are prevalent  in the year 1970.

          But in our discussion in Table 6 of the

percentages of increase of projected loads in these supply

areas around Lake Michigan, the average for the four areas

of annual increase in energy capacity is 6.7 as compared

with the total U.S. average of about 7-3.  That is the
6.1
6.9
6.3
7.2
6.7
7.3
5.9
6.7
6.2
7.0
6.5
7.2
5.9
6.6
6.1
6.4
6.3
6.6
5.7
6.5
6.0
6.5
6.2
6.6

-------
                                                         326



                    P.  H.  Warren






decade 1970-1980.  The  decade 1980 to 1990, the projection




is about 6.3 percent as compared with the projection




of the country as a whole  of 6.6.




          To meet the projected loads in 1990,




substantial amounts of  generating capacity in addition to




that existing and under construction will need to be




installed in the Lake .Michigan area.  Estimates made in




connection with updating the National Power Survey indicate




that approximately 4,000 >:W of new fossil fueled capacity




and 20,000 J'JW of new nuclear capacity would be constructed




on or near Lake Michigan.   Thus, by 1990 nearly 40,000 :'IVJ




of steam-electric capacity could be located so as to use




Lake Michigan waters for cooling.




          Should the projected 24,000 MW of thermal




capacity not now existing or under construction be required



to have auxiliary cooling  facilities rather than once-




through systems, the additional plant costs would be an




estimated *130 million, using for auxiliary facilities




about $10/kw. for nuclear and $7/kw. for fossil plants.




The added consumptive use  of water would be approximately




300 cubic feet per second.



          If all of the 15,000 ;.T! of capacity existing and




under construction required conversion from once-through




cooling to the use of auxiliary cooling facilities, the

-------
                                                        327




                     P.  H.  V/arren


required investment, exclusive of sunk costs in constructed


facilities3 could be of the order of $150 million, using


somewhat higher unit costs  than for the supplemental


additions to new plants.  This would not make allowance for


the unavailability of capacities during conversion


periods.  The increase in consumptive use of water resulting


from the alterations would  be about 190 cubic feet per


second.


          Before stating our conclusions, it is in order to


make a few comments concerning the principal report of the
             t

Department of the Interior  dated September 1970 (referred


to above), which provides some of the basic background


for this conference.


          First, the report presents no newly defined


proposal with respect to a  thermal rise limitation for the


lake and therefore we have  had to assume that the proposal


of 1 degree Fahrenheit rise still stands and I gather that is


the Department's proposal.


          Second, the introduction of the report, which


contains the conclusion "that no significant amounts of


waste heat should be discharged into Lake Michigan,l! appears


to rest on certain major assumptions presented in that


report.  One of the principal assumptions is that the


waste heat discharged from power plants into Lake Michigan

-------
                                                        328
                    P. H. Warren




by the year 2000 will increase approximately tenfold from




the present 40 billion B.t.u.'s/hour in 1968 to about




431 billion B.t.u.'s/hour in the year 2000.  This presumes




no change whatever in the technology of cooling power




plants in this region in the next 30 years, and therefore




reflects a straight arithmetic increase of heat load by




the projected increases in power capacity.  Thus, even




though about 80 percent of the postulated direct heat load




would accrue from units not coming onstream until the




1980's and 1990's, the Department is advocating immediate




imposition of the proposed 1 degree Fahrenheit limit.




          Third, in the development of the foregoing




estimates of heat loading, the report assumes 100 percent




plant factor for the power facilities, which is roughly



double the average normal experience of the industry and




therefore doubles the postulated heat load estimate.



          Fourth, while the report deals extensively with




significant changes in the ecology of the lake resulting




from negative factors imposed on various species of fish




and plant life, it does not, so far as we have learned,




present data evidencing specific harmful effects from




operations of the number of power facilities now




discharging heated effluents into the lake.




          Fifth, the report refers to a number of factors

-------
                                                        329






                     F. K.  Warren



contributing to degradation of the quality of lake waters




and its biota.  These include not only thermal loading




but also industrial pollutants, human and agricultural




nutrients, and past inadequate management of fisheries.




The proposed thermal limitations can hardly be expected




to achieve their intended purpose unless these other




factors are correspondingly improved.




          In a quick review, as my earlier question




indicated, we felt that some of the basic cost assumptions




as to capital cost, fuel cost, cost of net service, are




probably not realistic for the period we are looking at.




         Sixth, the studies emphasize the critical




importance of the inshore portions constituting only 6




percent of the lake's volume and its biologically most




productive area. No consideration appears to be given to



the possibility that some of the fringes of the other



9^ percent of the lake might support enhanced




productivity if they shared some of the heat from inshore,




perhaps promoting bottom upwelling, as the Department of




the Interior has suggested elsewhere.  Considerations such




as these prompt us to say that the function of regulation




is not to dictate engineering choices but rather to set




environmental objectives to be achieved and leave to




biological/engineering the  design of individual solutions

-------
                                                       330





                     P .  H.  Warren




suited to particular situations.




          These comments do not invalidate the substantial




amount of valuable ecological data,  analyses,  and opinion




contained in the report.  We are  equally as concerned as




other participants in this  conference with finding and




applying protective principles which will not  only preserve




but improve the ecological  condition of this splendid lake.




The present situation, however, in our opinion leaves a




number of matters open to question and leads us to state




the conclusions which are summarized hereafter.




         1)  The Commission's responsibilities stated at




the introduction of this paper with respect to adequate and




reliable supply of electricity together with regard for




conservation of natural resources emphasizes that any



standards to be implemented on specific thermal rise limits




should take account of any  potential iripact on the power




supply situation as well as the environmental conditions




which they are intended to  protect.   We believe it is




apparent that the major quantities of electric power




capacity summarized in previous portions of this paper




are of such importance to the health arid well-being of




inhabitants of this area and their economic situation




that it would be unacceptable to  curtail the scheduled




power projects unless it were clearly demonstrated that

-------
                                                        •531
                    P. H. Warren




failure to do so would seriously jeopardize human health




and safety or major ecological systems.  In consequence, any




adoption of new thermal standards should be applied in




specific situations in a manner designed to avoid jeopardy




of electric power supply schedules.




          2)  As previously noted, the Commission staff




and other conference participants have had merely a few days




to consider the technical findings of the Department of




the Interior with respect to potential effects of thermal




discharges into Lake Michigan.  Meanwhile, a significant




number of studies on thermal environmental aspects of




the lake have been conducted and many are still under way




as summarized in Attachment A to this statement.  Since so




many studies are still in progress, it is not yet possible




to assess the import of their conclusions along with the



data contained in the Department's report.  We see



evidence of potential for damage, but not evidence of an




imminent crisis in the condition of the lake.  In our




opinion, it would be desirable to consider carefully the




results of all these studies as well as examining more




fully the implications of the Department's report before




instituting major actions which might impair the electric




supply situation or have other significant environmental




consequences.  These factors should be weighed in comparison

-------
                                                        332






                    P.  H.  Warren




with the reported potential environmental effects which




will not change very greatly in a matter of months.




          3)  While not contending that dollar costs of power




facilities and power generation should control decisions in




this matter, it is believed that balanced decisions  in the




interest of the public  as  both environmental trustees and




power consumers require that cost factors be weighed




along with appraisal of related environmental consequences.




          4)  There is  a reasonable opportunity to consider




the merits of design changes in plants not yet committed




to construction in order to handle thermal discharges by




various techniques in addition to present once-through




cooling systems.  The same time and cost factors are not




applicable if such regulations are imposed on existing power




plants or those which are  far advanced in construction.




We therefore urge the conferees and the environmental



agencies involved to consider with more care:




          a)  Other possible designs for cooling systems




of power plants situated in different lake shore siting




situations developed around a set of environmental protection




principles.



          b)  A transition program for any proposed




auxiliary cooling requirements applied to plants already




designed and in construction; and

-------
                                                        333





                      F. Ho Warren



          c)  Individual consideration of the merits,  the



time schedules, and the economic consequences of applying



similar standards to existing plants which are generally



of smaller capacity and have more limited life for cost



amortization.



          5)  In view of the responsibilities and concerns



expressed herewith on behalf of the Federal Power Commission,



and the important impact which any decisions here have on



the power programs we have cited, it is requested that



the Federal Power Commission have the opportunity to review



any proposed revised thermal effects standards for Lake



Michigan and plans for their implementation before such



plans are adopted.



          Thank you for the opportunity of making a



statement.



          (The following attachment was presented for



inclusion in the record by Mr. Warren.)

-------
                               Attache on 1:  /.
                                                                               334
                       LAKE MICHIGAN THERMAL  lirFECTS STUDIES
 3.

 4.


 5.

 6.
        Title  or  Subject
           of  Study  	
     Great  Lakes  basin
      study

     Theiinal  pollution
      study
                                    Area
                                 Investigated

                          A.  S tud i c s "C omp 3 e t eel

                        Lake dynamics --biological,
                        physical, chemical

                        Thcrma1 plume-Waukegan
                                   Study
                                Performed By
                      S l;udy
                      Dates
 Waukcgan-Zion study    Thermal  plume-IVaukegan
 Waukegan-Zion
  field sampling
Bottom organisms and
 temperature measurements
 Potential  Zion effects  Heat  and  rad-wastes
10.
11.
12.
13.
14.
15.
 Waste heat effects
± at Zion plant

 Effects of Valley
  plant

 Study of Oak Creek
  plant and vicinity

 Preoperational study
  at Kewaunee plant

 Preoperational study
  at Point Beach plant

 All Wise. Elec.
  Power Co. plants

 Study of Campbell
  plant

 Study of Traverse
  City plant

 Study of Campbell
  plant

 Study of Big Rock
  plant
Math model to predict
 effects

Study of thermal effects
Biological and water
 temperature survey

Biological and Lake
 temperature survey

Biological and Lake
 temperature survey

Infra red aerial
 survey of thermal plumes
         FWQA

         FWQA


Dr. W. 0. Pipes


         FWQA

Dr. L. P. Beer


Dr. D. W. Pritchard

       M.I.T.
Wis. Div. of
 Env. Protection

Univ. of Wise.
 (Dr. Grunwald)

Univ. of Wise.
 (Dr. Grunwald)

Texas Instrument Co.
Survey of thermal plume    Consumers Pwr. Co.
Measurement of thermal
 plume

Measurement of thermal
 plume

Measurement of temper-
 ature and biological
 factors
Mich. Water Res.
 Comm.

Mich. Water Res.
 Comm.

Mich. Water Res.
 Comm.
1964

1968


1968


1969

1968


1970
                                                                             1970
1968
                                                                             1968
                                                                             1968-9

-------
                                        - 2 -
                                                                                 335
1.6.  Study of Campbel] and
      Big Rock plants
 1.   Continuous monitoring
      at Waukegan plant

 2.   Phytoplankton studies
      at Waukegan plant.

 3.   Tank studies on fish
      at Waukengan plant

 4.   Preoperational stiidies
      at Zion plant

 5.   Lake dynamics at
      h'aukegan and Zion
 6.  Zooplankton studies
      at Waukengan plant

 7.  Zion organisms study
 8.  Thermal monitoring
      at Palisades plant
 9.  Biological measure-
      ments of Palisades
      plant

10.  Study of effects of
      Palisades plant

11.  Fish studies at
      Palisades plant

12.  Biological sampling
      at Campbell plant

13.  Ecological studies
      at Cook plant
Infra red aerial survey
 of thermal plumes

   Cl  Studies -Under Way

Measure changes in
 temperature and oxygen

Evaluate thermal shock
 at algae in condenser
Consumers Pwr. Co.
1969
Ind. Bio-Test
 (Dr. W. 0. Pipes)

Ind. Bio-Test
 (Dr. W. 0. Pipes)
Determine fish response to Ind. Bio-Test
 intake and discharge temp.  (Dr. W. 0.  Pipes)

Inventory of biological,   Ind. Bio-Test
 physical, chemical factors (Dr. W. 0.  Pipes)
Continuously monitor
 current, water tempera-
 ture, meteorology
Ind. Bio-Test
 (Dr. W. 0. Pipes)
Estimate deleterious level Ind. Bio-Test
 of thermal shock .on        (Dr. W, 0. Pipes)
 organisms
Background study of        Env. Parameters
 organisms at Zion plant    Res. Oi'gan.

Before and after measure-  Mich. Water Res.
 ments of biological        Comm.
 effects and temp.

Before and after measure-  T.  W. Beak
 ments of effects           Consultants
Effects of warm water      Consumers Pwr. Co.
 discharge into L. Michigan
Before and after fish
 surveys at plant

Measure biological forms
 at plant

Pre and post operational
 ecological studies
Mich. Dept.
 Nat. Res.

T. W. Beak
 Consultants

Univ. of Mich.
 (Dr. J. C. Ayers)
1970-71
1970-71
                      1970-71
                      1970-
1970-2
                      1970-2
                                                                             1968-71
                      1968-72
1968-
1969-

-------
                                                        336





                      F. H.  Warren




          MR. STEIN:   Thank  you,  Mr.  Warren.




          I would like to clarify one thing before we throw




this open for questioning.




          The recommendations here are recommendations of




an investigatory group, and  I thought we have tried to make




that clear many times.  The  equating  of this with the




Department of Interior position would preclude the need




for a workshop such as this.  We are  trying to arrive at




one.




          MR. V/ARREN:  I am not sure  I understood your




comments, Mr. Chairman.




          MR. STEIN:   The comment was:  You keep referring




to a Department of Interior position0  We are here to try



to see if we can get the information  for a Department of



Interior position.  We have a recommendation of an investi-



gatory group or several investigatory groups within our



Department.



          MR. WARREN:  We were not quite clear, sir, at




the opening of the meeting what your position was.




          MR. STEIN:   We certainly appreciate the informa-




tion we have here, but there is one thing that seems to me




to be lacking.  With all of the information that the




Federal Power Commission has, can we get information on




how much these plants are going to raise the temperature.  We

-------
                                                       337





                      F. H. Warren




keep talking about the 1-degree spectrum on one side, or



substantially no degree rise, but it seems to me I have




heard that some of these plants intend to raise the water




IB degrees or something for the amount of water




that they are taking in when they put it out.




          It is possible that the Federal Power Commission




knows how much temperature rise we are going to get from




the plants that are on the drawing boards now.




          MR. WARREN:  Mr. Stein, I am quite satisfied




that the information with respect to the thermal differen-



tial planned by all of the plants now under construction



could be brought forward at any time.  I am sure this is




available,




          MR. STEIN:  I think this would be important.




          MR. WARREN:  And I certainly think this is very



much the kind of information which the conferees would



want to analyze.




          MR. STEIN:  That is right.




          Now, I run into some problems here.  Maybe some



of these are philosophical but I don't think so.




          You say on page 17, "Since so many studies are




still in progress, it is not yet possible to assess the




import of their conclusions along with the data contained




in the Department's report.  We see evidence of potential

-------
                                                      333
                      F. H. Warren




for damage,but not evidence of an imminent crisis in the




condition of the lake.  In our opinion, it would be




desirable to consider carefully the results of all these




studies, and so forth, before we institute major actions"




          Well, the problem that I have with that, Mr.




Warren is:  This is the argument I have been hearing for




30 years about pollution action—that we have -all these




studies and we should continue in them and it is not




conclusive, and we really don't have a crisis.  That




is why we have the crises now.



          Do you really think in this day and age that




this is the attitude that we should adopt?




          MR. WARREN:  Mr. Stein, I don't think that is




a fair interpretation of my suggestion.  We are saying



that because this issue has been raised and focused



particularly in the last year or two, that there have




been initiated a number of studies and the Department's



report takes the account only of certain studies and




not of all — including some of the studies referred to




this morning which are pertinent to the subject.  There




are others which are in progress, and there are still




other opportunities we would prefer for considering




alternate means of cooling and what their effects would




be on the thermal condition of Lake Michigan.

-------
                                                      339
                      F. H. Warren




          We are certainly not in any sense advocating



indefinite postponement of decisions.  Far from it.  We




believe that the conferees would want to arrive at a focal




decision within a very reasonably short period of time,




but it should take into account all information which is




reasonably pertinent.



          MR, STEIN:  We agree with that, but the point




is:  As you know, we are proceeding in some places with




what is apparent to be power shortages and the need for




more power, and as you delay these decisions you are




faced with that Hopkins choice of either taking the choice




of the environment or having a brownout.




          Now, I think we have let this go so long that




I am not sure how much time we have to further study this




before we make a determination.  If we are going to achieve



the desires certainly of the power industry and the Power



Commission and certainly of me, that is to have enough




power on the line when the people need it^  it  seems



to me that we have to make these choices lairly rapidly.




          MR. WARREN:  No question but what they should




be made in a timely fashion to ensure that the condition




of the lake does not degrade further; in fact, is on the




way to further improvement.  We think there is opportunity




for doing that.

-------
                                                       340





                      F. H. Warren




          We are concerned with legislating only certain




types of cooling solutions to be open for consideration.




We do think that it would be desirable to permit engineering




ingenuity to come into play and, as a very mild thought,




some of these plumes may, in fact, even be considered




biologically useful devices.  That may be a far-out thought;,




but I wouldn't want to see it deflected completely out of




hand when we are looking into a period of 30 years into




the future.




          We are asking the conferees to consider dealing




with ecological principles rather than specifying engineer--




ing solutions.




          MR, STEIN:  Well, that is another point I wanted



to get at.



          What do you mean by "ecological principles"?



Do you mean a water quality standard rather than an



effluent requirement?



          MR. WARREN:  What I mean there is:  The purpose,




I believe, of all of the water quality standards is to




protect the biosphere; is to protect the natural condi-




tions, and to try and preserve as well as one can while




still permitting man's services and needs to be provided




for, to protect the biosphere and to improve it.  And




that is the whole purpose of the regulations.

-------
                                                        341






                      F. H. Warren



          MR. STEIN:  I understand it, but let me see if



I understand you.  Do you object — whatever the amount



is — to setting an absolute temperature amount, or setting



the degree rise at the effluent pipe?  Do you object to



that kind of approach?



          MR. WARREN:  No, not so long as it is expressed



in a way which does permit people to satisfy the protection



of the environment by a variety of different techniques if



they are applicable.  If the degree limit at the pipe is



that one-tenth of one degree, I suspect it doesn't permit



any alternates at all to be considered,,  I am not sure that



one degree does either.  But the purpose is to prevent



degradation of the fisheries, the aquatic forms in the



lake.



          MR. STEIN:  But you have no objection, as I



understand —



          MR0 WARREN:  Yes.



          MR. STEIN:  — if we set a limitation of the



heat coming out of a pipe?



          MR. WARREN:  I am not here to design a regulation



with you at this moment.



          MR. STEIN:  No, I want to understand what your



prohibition is.  Does your prohibition speak against this



in your paper?

-------
                                                  342
              F. H. Warren




          MR. WARREN:   Well,  my impression,  Mr.  Stein,  is




that 1-degree limit leads directly to saying that the




only techniques of cooling to be considered are  in effect




cooling towers or cooling ponds.  That is the practical




result of it.




          MR. STEIN:  Let me  go back to the question.




Let's forget this 1-degree limit for a moment.  Let's




talk in terms of setting a degree rise — whatever is




considered to be reasonable — or a maximum temperature




at the pipe.




          You don't object to that in principle,  do you?




          MR. WARREN:   No, I  don't think so.  I  don't




think so.  And there would also be the question  of whether




you are going to permit any mixing zone situations what-




ever —




          MR. STEIN:  Well —




          MR. WARREN:   — if you had some differential on




the pipe.




          MR. STEIN:  Now, fine.  Let me just throw this




out, I know a lot of members  of the industry are here,




and at least I think I have a conviction that I  have no




problem with either one.  But let me suggest that even if




you have to go up a little more at the pipe, it  might be




easier for the regulatory agency and the industry to

-------
                                                  343






              F. H. Warren



consider the point of regulation as the point.  I am just



putting this out for all of you to consider.  This is



the one area that the industry can control, and it is all




within the scope of its operation.  It is also the area



that the regulatory agency and both parties can go to and




check the temperatures.  Otherwise, if you go to mixing




zones, here is the problem:  I find if you set a mixing



zone, you have to go along with a general principle.  You



adjust it as you get in the lake, as you get on the river,



as you have the impact with another plant that also has



a mixing zone which might overlap yours, etc.  They may



be different in all cases.



          Then you have the additional problem of both the



industry's and the regulatory agency's seeing if you are



complying.  You are dealing with a tongue of heat which




may go out of a mixing zone at a variety of levels for an



hour, 2 hours, 3 hours, and come back and forth.  And



you may get into interminable discussions, interminable



arguments on places where you are cited for violations which



you don't think are reasonable — say for violations caused




by climatic or hydrologic conditions which may be beyond



the control of the company, and which were not fully



understood when this was set up.




          When we design any kind of a treatment plant we

-------
                                                  344





                F. H. Warren




have a theory of what is going to happen when we design it.



So, I would suggest that if we had a theoretical mixing



zone, as we do in other places, then we can place your



requirement at the place where the industry can control




it, and the regulatory agency can measure it, and if



the industry meets that requirement, that is fine.  If




we made no judgment on the effect of the water quality,



which I don't think we do very frequently, but if we ever



then go back and reevaluate it — but this is a key point that



I really would like the industry and the Federal Power




Commission members to think about because I think if we can




arrive at an agreement on this, I would hope that we can get




together on our method of relating  it,at least from the




standpoint of methodology, whatever that might be.



          MR. WARREN:  Let me respond off of the top of



my head, Mr. Stein.



          I think you are moving in the direction which



is quite constructive, particularly if you would couple




it with something which was mentioned earlier.  I am not




sure whether it was rejected or accepted.



          That is, I think such end-of-the-pipe attempts



to implement a code with pre-operative and post-operative




biological monitoring, would begin to develop the kind




of data — not only develop the data but provide a guidance

-------
                                                  345






                F. H. Warren




program and a monitoring program which will assure every-




body that we are getting somewhere in terms of environmental




protection.




          I think it is quite important that this be carried




forward and be carried forward very extensively with




maximum cooperation hopefully between the Government and




the people at the operating facilities.




          MR. STEIN:  I think we agree, but let me again




frame the question.




          We are all agreed on pre- and post-operative




monitoring.  The question is:  How much are you going to




take a chance with a river or a lake to let that be used




as an experimental guinea pig, so to speak, and how much




are you going to be restrictive before you start?  This




is really the key question.




          I don't think that anyone disagrees that we




should check the water before and after and determine




exactly what has happened.  But I think the problem we




have to face is:  What do we think is reasonable prudence




in requiring environmental protection before the plant




goes into operation, rather than to see how much damage,




if any, it does?

-------
                                                       346
                      F. H. Warren




          MR. WARREN:  I think the solution obviously is



that the objects have to be tailored to the individual




choice, and there are some parts of the inshore area that




I am sure are ecologically extremely sensitive and




critical; there are others which I feel sure are not so




critical; there is the potentiality for the areas beyond




the inshore area where possibly economics may say you can




carry out discharges or maybe you cannot.  But I think




those possibilities should be entertained and I don't




advocate that this great lake be used as an indepth test




bed, but it has essentially been used as a test bed by




men up to the present time.




          Now, we are sayine , "let's do this far more



closely, more intelligently, and be prepared to spend




whatever money it is reasonably necessary to improve the



protection of the ecology in the future."



          MR. STEIN:  Right.  Now, there is one other




point, on page 17.  I have two.  Let me try this one




first.  You say, "It is apparent that ,.0 electric power




(is) ... of such importance to the health and well being




of inhabitants of this area and their economic situation




that it would be unacceptable to curtail the scheduled




power projects unless it were clearly demonstrated that




failure to do so would seriously jeopardize human health

-------
                                                       347






                      F. H. Warren



and safety or major ecological systems."



          Could you say the same thing, I guess, for steel?



Could you say the same thing for oil?  And the point is:



If you are going to say that what you are doing is of such



importance that you cannot interfere with the scheduling



that that industry puts out itself, that unless we can



clearly demonstrate that failure to do so would seriously



jeopardize human health and safety or major ecological



systems, I wonder if we are not going to set a precedence



for the other basic industries in the country?



          MR. WARREN:  Mr. Stein, I think this is a



reasonable statement of the kind of balance that has to



be worked out with respect to the treatment of facilities



in operation and scheduled to go into operation.



          I don't think that one can find in this report



the clear demonstration that human health and safety are



threatened or that major ecological systems within this



decade are going to be wiped out, destroyed, or anything



of that sort.



          If this were there, one couldn't say that you



should leave these schedules inviolate.



          MR. STEIN:  Sir, what you are saying sounds like



what we have heard over the past quarter century.  If you



cannot demonstrate that human health or safety is going

-------
                                                      34S
                      F. H. Warren




to be concerned and clearly demonstrate it,  we go ahead




with the project.  We have done that over and over and




over again, and look at the condition of our waters.




          Let me make the suggestion here that I think




will cut through this:  If the industry using this would




come forward and indicate that its use of this water, and



heating of this water will not endanger health, safety




or ecological systems — and I don't know that I would




buy that adjective "major" — major ecological systems,



I think we can get around it.




          MRo WARREN:  Significant.



          MR. STEIN:  But I think the industry using




this has the same job we have.  Now, we have worked this



out  I  think with other industries,  and really to the




power people here I say:  I hope we can do the same thing



with this industry.



          For example, the packing house industry, the



pulp and paper industry, the steel industry, the




chemical industry,  each comes forward and in building its



projects, takes upon itself the responsibility to show




that its facilities will not produce any undesirable




ecological effects.  I hope we can get the same kind of




cooperation from the power  industry.  I look forward to




that.

-------
                                                       349
                      F. H. Warren



          MR. WARREN:  I think you should expect the power




industry to deal fully with the biological assessments




related to their discharges,




          MR. STEIN:  There is just one last point that I




would like to make.  You say,  "The report refers to




a number of factors contributing to degradation of the




quality of lake waters and its biota." This is on page




15.  "These include not only thermal loading but also




industrial pollutants, human and agricultural nutrients,




and past inadequate management of fisheries.  The proposed




thermal limitations can hardly be expected to achieve




their intended purpose unless these other factors are




correspondingly improved."  And I agree with that state-



ment thoroughly.




          But the way I look at it, it may go the other



way around.  We have been out here since 19&5 and we have



the people spend hundreds of millions of dollars correcting



the industrial pollutants, the human and agricultural



nutrients.  We have a very severe phosphate restriction




on  the management of the fisheries.




          In other words, if these people are embarked on




the program, you can hardly expect them to spend all that




money and not expect the power industry to bear its share




of protecting the water quality and keeping the heat

-------
                                                       350





                      F. H. Warren




within limits which will protect the ecology,




          MR. WARREN:  I agree with you thoroughly.  It




should be a balanced program.




          MR. STEIN:  Right.  Thank you.




          Are there any other comments or questions?




          If not, are there any people in the audience



who wish to come up?




          MRS. BOTTS:  Mrs. Lee Botts of the Open Lands




Project.  I am going to presume to ask questions of a




representative of the Federal Power Commission because I




was invited by the Energy Policy Staff of the Office of




Science and Technology to represent the Great Lakes area




in a study of power plant siting problems, and attend




meetings in Washington in connection with this study.



          I have two questions which I think are pertinent



in the context of the current discussion.  One is:  Is



the power industry trying to meet a need that is being



generated by the public, or is it generating a need, so




that it could meet it?  I say that because we are all




familiar with the ads promoting the use of electricity




and promoting the use of electricity over the use of other




sources of energy.  This advertising continued this past



summer with assurances from Commonwealth Edison, which is




the utility in this area, that it could meet the power

-------
                                                      351





                      F. H. Warren




need at that same time that it was being forced to cut




back some of its voltages.  That led me to the second




question.



          MR. STEIN:  Well, I don't know if it is




appropriate for Mr. Warren to answer the question.  He




is not the industry, he is the Federal Power Commission.




          MRS. BOTTS:  I understand, but he has been




speaking on behalf of the industry and the Federal Power




Commission.  (Applause)




          And the Federal Power Commission is intimately




involved in the question of whether the power need which




the industry has defined should be met.




          MR. WARREN:  I would like to respond to the



lady's question.  Let me first say I am speaking on



behalf of the staff of the Federal Power Commission and



I am not speaking on behalf of the electric utility



industry.  I am expressing in the most thoughtful and



sincere way the views that derive from the information




and background that we have with respect to this picture



overall.




          Now, this question which you speak of with




respect to electrical demand and whether or not the




industry is sort of carrying out a self-fulfilling




prophesy — I have heard this term used — the industry

-------
                                                       352






                      F. H. Warren




goes out and prophesies 7 percent per annum rate and then




goes out to build plants to meet it, arid then goes out to




sell that power to the customers.  That is the theory




which is advanced in support of this particular label.




          As a business man — and I have been




a business man — I think there is no such thing as that




kind of a self-fulfilling prophecy.




          At any rate, more to the point:  When one looks




quite seriously at what is the demand for electric power




and how it relates to the demands in the household,




the vote for that power is the turning on of a switch



or the buying of electrical appliances.  The other things




are conversions in industry to electrified processes as




a substitute for other things.



          When one looks at the question of whether or



not you have been curtailed in the demand by some



monitoring or enforcement program, you cannot escape



the fact you are really talking about managing the




economy of this country, and it is not something which




is being managed by the advertising program in the electric



industry, in the opinion of this individual, it is some-




thing which is intimately woven into the population




growth, the household expansion, and the industrial




problems — industrial activity in the country.  This

-------
                                                  353






              F. H« Warren



is a very exhaustive subject.




          My opinion is — and you can only accept it as



mine, I am sure — is that the demand rate is something




which is written right into the way this country is



growing today.



          MR. STEIN:  I am not sure that that is what Mrs.




Botts is asking.



          Let me try to rephrase it because this might




help.  The other day, as I was sitting sweltering back in




Virginia — as I guess you may have been — and reading



about the brownout and having to shut the lights off in




my office in the afternoon because they said all offices



with windows had to turn their lights off — and I guess




I am fortunate enough to have a window — and after I




got home, and then I had TV on and a TV commercial came



on and it said, "These are the smart people."  And it showed



a bunch of people walking around who had electricity for



their whole home, not other means of power, and I think



this is really the issue Mrs. Botts was referring to.



We all recognize that we have this question of the



expansion.  And the question is, as I understand it:  Is




the industry promoting something and selling power in



the face of shortages?



          Again, Mr. Warren, I am not sure you are the

-------
                                                      354






                    F. H. Warren




man to answer that question.




          MR. WARREN:  I will make three quick comments.



One, I am not here to defend the industry's position on




that subject.  Two, there are some industries, some power




companies which have actually cut out promotional programs




because they are not sure, at least in a given period of




time, that it is a useful thing.  There is, however, a




school of thought within the industry that such promotion




is desirable to help balance out the loads during different




seasons of the year, and thereby in effect keep the total




cost at a more reasonable level.  Whether these are all




definable, defensible arguments I am not here to really




support them.




          MRS. BOTTS:  Well, I had a second question.



          MR. STEIN:  Fine.



          MRS. BOTTS:  And that is:  Are more production



facilities needed in the magnitude that has been



described this morning, or do we need other changes in




the system of producing power such as changes in the




rate structure?




          At the present time, the rate structure encour-




ages the large use of electricity by making it cheaper




at a per unit rate, so that right here in Chicago, for




example, we have many large office buildings that never

-------
                                                      355





                    F. H. Warren



turn off their lights because it is cheaper to buy more



electricity than to pay somebody to turn the lights off.



          At O'Hare Field, the lights in the parking area



around O'Hare are left burning 24 hours a day, 365 days



a year, and I submit that it is not worth taking chances



on losing the life of Lake Michigan in order to keep the



lights on at O'Hare Field 24 hours a day.



          MR. STEIN:  Do you care to respond to that?



          MR. WARREN:  Well, there are some assumptions in



your question, Mrs. Botts, and I can't readily accept them.



The two aren't directly equated.



          With respect to the matter of rates — let me



just deal with that because that is a more substantive



point, I think.  The fact is that one can readily expect



that the costs of protection such as were being discussed



earlier this morning need to be reflected in electrical



rates, and these probably will amount to somewhat more



than was indicated by the observations here, and these



will be felt by the customers both residential and



industrial, and these may have some influences themselves



on the rate and the manner in which they may be used



realistically.  That is a very little thing, and I think



that we will agree that is how it is reflected.



          MRS. BOTTS:  I would say finally that in a meeting

-------
                                                       356
                    F. H. Warren



in which I participated last spring, Joseph J. DeDinunno of




the Atomic Energy Commission stated that there was not much




hope for conservation  in reducing the power need by




encouraging individual home consumers to lower their rate




of usage because 70 percent of the electricity we produce




on the shores of Lake Michigan would be used for industry,,




          Would you say that this electricity is to




be produced (of which 70 percent will go to industries)




for industry that will be located in this region, or is



Lake Michigan going to be used as a resource to encourage




other  location of industry on the shores of Lake Michigan—




in which case that might be another environmental by-product



of permitting the unrestricted use of the water for cooling —




or is Lake Michigan going to be used to support industrial.



activity in other regions through transmission of electricity



to other locations?



          I think for the public which has to, in the end,




make the final decision, these are factors which need to




be elucidated and understood as well,




          MR. WARREN:  You have presented like a half a




dozen questions in one, and it is that kind of a question.




          I would like to be sure I know your name, too.




          MRSo BOTTS:  I am Mrs. Lee Botts, and I am



Executive Secretary of the Lake Michigan Federation, which

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                                                        357





                     F. H. Warren



is sponsored by the Open Lands Project.  Thanks for the



free plug,



          MR. WARREN:  Very happy to do it, and I



appreciate very much what you and your colleagues have



contributed to the power plant siting survey that you



spoke of in Washington, and I am quite familiar with it,



and we are hopeful that this study will be very helpful



when it is available to deal with some of the points that



you have raised.



          But without going further on that point, the



question of whether or not household consumers, for



example, have any influence on electrical use within



spheres of demand, there are real ways probably in which



they can:  by not setting the air conditioner higher,



deciding not to have a frost-free refrigerator but a more



conventional refrigerator which only uses about half as



much electricity, or have a black and white TV set instead



of a colored TV set — it takes about half as much



electricity — all of those choices will be available to



the individual.  They are available now and they will be



available in the future.



          The industrial demand is not like 70 percent;



it is probably like 40 percent of the total demand in the



area.  It is roughly, I think, 30 percent residential

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                                                       353





                    F. H. Warren




customers, 25 or 30 percent commercial, and the other 40




percent industrial is about the way it breaks down.




          Now, this thought about Lake Michigan being used,




let's say, as a national cooling pond from which electricity




will be generated to power many other regions around the




country — I don't think that is a realistic situation.




This reserve number, which I referred to earlier, indicates




that the amount of power that is being generated here is



about reasonably related to what are the local demands in




this area.  And let me urge you and others to recognize




that you cannot go too far in this thought of: "I didn't




want the power plant here because I don't need electricity




here, it ~is for a fellow over there"— if we did this with




respect to all of your industrial needs — some guy doesn't




want an automobile plant here because he would rather walk;



some guy doesn't want a shoe plant here because he can go



barefooted.   I am not expressing this too well, but we



have an industrialized economy in which we are interdependent




with each other, and that is what the power situation




reflects, too.



          In answer to your question, I don't think the




picture, if examined in detail, would show that Lake




Michigan is being used just for somebody else's power




rather than for this region.

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                                                       359





                    F. H. Warren



          MRS. BOTTS:  Well, I guess I will have to go back



to the Atomic Energy Commission and find out the source of




their failures, and I agree with you that there may be some




other factors that will enter into the question.  David




Freeman, who is the Director of the Energy Policy Staff, for




example, feels that — and has so stated in public — that




the large user of electricity should pay correspondingly




more rather than less.     That is not a question before




this conference, but because economics were brought up, I




wanted to get into the record the fact that in considering




the total picture, we might consider trying to partly




solve the problem in some other ways than using the waters




of Lake Michigan.  Thank you very much.




          MR. STEIN:  Thank you, Mrs. Botts.




          Would you come up?




          MRS.  GURLOCHER:  My name  is  Irene Gurlocher of



Munster, Indiana.  I am speaking as an individual.



          Mr. Warren talked about not enough evidence of



crisis and before that he mentioned we will leave this



to-the biological engineering,  and he mentioned $300 million




would be required for cooling towers for both new equipment




and conversion.




          Do you have any idea of how much it will cost




after there is a crisis; if you have enough evidence of

-------
                                                        360





                    F. H. Warren




crises, how much it will cost for biological engineers to




bring Lake Michigan back to the condition it is now?  Would




it cost more than $300 million that the cooling towers will




cost?




          MR. WARREN:  There is no figure existant.




          MRS. GURLOCHER:  Don't you think that is part of




your point?




          MR. WARREN:  My responsibility and that of these




conferees — particularly of these conferees — is to con-




sider a program that prevents that crisis from ever arriving



or ever having to go to a corrective program.




          I thoroughly agree with that philosophy and I am




not suggesting that we push beyond the crisis point and




fight our way back.



          MRS. GURLOCHER:  In the responsibility of the



Federal Power Commission you mentioned abundant supply of




power and conservation of natural resources.  How is that



weighted by the Federal Power Commission?  How much




attention is given to the conservation of natural resources




in their decision-making?  Five percent; 2 percent?




          MR. WARREN:  Do you know, Mrs. Gurlocher, it is



impossible to quantify it?  That is the very essential




difficulty of the problem.  But let me say since the 1920's



when the Federal Power Commission was initially charged, it

-------
                                                       361
                    F. H. Warren




has had to decide this kind of question.  It has to con-




sider in the building of hydroelectric plants what is the




need for this power and the effect of this dam, and how




could they minimize the impact of this on a stream by




maintaining stream flow and assuring preservation of fish-




eries, use of the lake for recreational means, and how do




you equate a recreational facility versus so many kilowatts




of power.  It is imponderable, in a quantitative sense,




but it can be done on the best judgment of men.  That is




all.




           MRS.  GURLOCHER:  We know the mess we are in,




but I think maybe more weight should be given to the con-




servation of natural resources.




          I have another question.  You talk about power




plants far advanced in construction.  There is a power



plant in Indiana that has $1 million spent without a



permit yet from the Army Corps of Engineers; would you



consider that far advanced in construction?



          MR. WARREN:  I don't know.  I would have to look



at the specific plant.




           MS.  GURLOCHER:  The Michigan City plant,



          MR. WARREN:  I am not even saying that one




cannot consider in a given design and construction




situation whether or not auxiliary cooling can be added

-------
                                                        362






                    F. H. Warren




to it, I am suggesting simply that in developing regulations




and their means of implementation that one take account of




the special situation in plants in construction and not




eliminate the potential kilowatts that they may generate




from the time they start up by the need to deal with a




cooling situation.  If they need auxiliary cooling, it can




be provided, but it doesn't need to prevent you and the




other people from getting the power they need,




           MRS. GURLOCHER:  What if they don't  get a permit




and they have to move their plant?  What about  that million




dollars that they have already spent there?  I  don't know




that I should have to pay that as a consumer if it is poor




planning.




          MR. WARREN:  Let me say, in the broad sense —



and 1 am very much concerned with this' question, and we



are very much involved with this question which is a proper



power plant siting procedure, the advanced review of the




plans for power plants, and transmission facilities, and




all the rest of it — this should involve the proper solu-




tion for the views of citizens like yourself and others,




the view of public individuals.  This is all part of the




process which should be improved and which we hope will




be improved.




           MRS. GURLOCHER:  Before or after all these plants

-------
                                                       363






                    F, H. Warren




are built on the lake?



          MR. WARREN:  Oh, in the process of building themc




          MR. STEIN:  Let me ask you one question, Mr.




Warren.



          Is the Federal Power Commission involved in the




licensing and the regulation of any of the plants on Lake




Michigan?  I don't think so.




          MR. WARREN:  Well, not directly, Mr. Stein.




The answer is we do not have licensing responsibility with




respect —




          MR. STEIN:  In other words, to promote and




encourage the industry in that capacity.




          MR. WARREN:  That is right.  We are, as you




know, under the Environmental Policy Act of 1969» required




to comment on the agencies that may have licensing




responsibility, but not with respect to the environmental



factors there.




          MR. STEIN:  I don't want to cut anybody off, but



I think we should recess for lunch.  We will stand




recessed for lunch until a quarter after 2:00.




          (Noon recess.)

-------
                                                      364





                    R. W0  Purdy



                   AFTERNOON SESSION








          MR. STEIN:  Let's reconvene.  Let's hear from




Mr. Purdy first.




          Mr. Purdy.




          MR. PURDY:  Mr. Chairman and conferees, I would




like to place in the record a letter dated September 12,



1970, addressed to Mr. Klassen, Mr. Poole, Mr. Frangos,




and Mr. Mayo, the four other conferees:




          "Gentlemen:




          "Our Governor's Advisory Council for Environ-




mental Quality discussed the issues involved in the dis-




charges of heated water to the Great Lakes and to Lake



Michigan at its August 4, 1970, meeting.  One recommenda-



tion adopted suggested that the Michigan conferee present



at the next meeting of the Lake Michigan Enforcement



Conference, a specific recommendation on temperature



requirements that should be observed for the protection




of the water environment.  In addition, the Michigan




Water Resources Commission at its July 23-24, 1970, meeting



directed its staff to prepare a new proposed set of temper-




ature standards for interstate waters,, based on testimony



received at a March 1970 public hearing and information




subsequently obtained.

-------
                                                       365





                      R. W. Purdy




          "We have enclosed for your information and




review the staff's report in response to the Commission's




directive.  It will be presented to the Water Resources




Commission for its review at the Commission's regular monthly




meeting on September 1$, 1970.  We hope that the Commission




will, with such revisions as it deems necessary, endorse




the report as a working document to be used for discussion




purposes at the next session of the Lake Michigan Enforce-




ment Conference and with all other States where we share




common interstate waters.




         "We would appreciate receiving your comments on




the proposed temperature standards."



          Signed by Ralph W. Purdy.




          The Commission did consider the staff's recommen-




dations at its September IB meeting, and it did endorse



the report as a working document for further discussions



here at this conference or at any subsequent meeting of




these conferees, and also for the staff to discuss with



other States where we share interstate waters.




          Since this may be referred to later on in the




conference by some of the other people presenting state-




ments, we thought it desirable to mention it at this point




in time.




          MR. STEIN:  Thank  you, Mr. Purdy.

-------
                                                      366
            Opening Remarks - Murray Stein



          Before we start this afternoon, I think we should




really refer to what we have here as an historic occasion*




I recall reading recently about a story in Scotland where




the Scotch were inveterate fishermen for salmon, and they




asked who caught the biggest fish, and they said one guy




went out who had never fished before.   He decided just to




cast his hook over and he brought in a salmon about 65




pounds.



          Maybe some of you people have never been at these



sessions before, but you have indeed witnessed an historic




occasion because some of us who have been around for 25




years have never seen this before.  We have gone a complete



morning and Mr. Clarence Klassen hasn't said one word.




          MR. KLASSEN:  I share the honors with Mr. Poole,.



          MR. STEIN:  No, Mr. Poole did say something.



          MR. KLASSEN:  No, he didn't.



          MR. STEIN:  Yes, he did.  He asked a question.



          MR. KLASSEN:  No, he didn't.,




          MR. STEIN:  No, I have been checking it off on



my list.




          MR. KLASSEN:  I accept the honor.



          MR. STEIN:  I hoped you wouldn't be that




reluctant, Mr. Klassen.




          MR. KLASSEN: I came here, Mr. Chairman, today

-------
                                                  36?





        Opening Remarks - Murray Stein




with my mind open and my mouth closed, to set an example.




(Laughter and applause)



          MR. STEIN:  You know, we once had an old doctor,




whom many of you knew, in the Public Health Service, Dr.



Cronin, who was in charge of the Hill-Burton program —




the hospital program when it came out.  I was on the




elevator of the old building that we occupied in the Public




Health Service years ago, and we ran into a Public Health



educator who is very famous.  By the way, Dr. Cronin, in




addition to that was an excellent diagnostician and an



excellent physician, as any of you people who knew Dr.



Cronin know.  He said, "You know, I ran into a Public




Health educator, and I knew he was dead."




          And this guy, Bentley, said, "How did you know



that?"




          And he said, "His mouth was closed." (Laughter)



          We will call on the power industry now, and we



are going to let them manage their time.




          Let me indicate the way we are going to work



this.  The first two representatives will have to leave.



We will permit full questioning by the conferees and the



audience of these first two.  After that, we will let the



power industry run all of the way through and then we




will only have the conferees questioning, and the citizen

-------
                                                       16$






                    0. K. Petersen




questioning or the audience questioning will be reserved



until the end,



          Mr. 0. K. Petersen will handle the time for the



power industry.



          Mr. Petersen.



          MR. PETERSEN:  Thank you very much, Mr. Chairman.



          I would emphasize that in getting together for



the purposes of time, we have not been together for pur-



poses of our statements, and each company's statement is



independent.



          Mr. J. H. Young, Secretary of the Edison Electric



Institute will speako

-------
                                                      369





                   H.  J.  Young








          STATEMENT OF HERRICK J. YOUNG,




        ASSISTANT TO THE MANAGING DIRECTOR




      AND SECRETARY, EDISON ELECTRIC INSTITUTE




           NEW YORK CITY, NEW YORK








          MR. YOUNG:  My name is Herrick J. Young.  I am




Assistant to the Managing Director and Secretary of the




Edison Electric Institute, which is the national trade




association of electric light and power companies in this




country.  I also serve as Secretary of the Institute's




Committee on Environment, a committee made up of chief




executives of EEI member companies which gives special




attention to the relationship of the electric utility




industry and the physical environment.




          The member companies of the Edison Electric



Institute are concerned that decisions made by the Federal




Water Quality Administration regarding thermal discharges




into Lake Michigan will not only adversely affect utility




operation in the Great Lakes region, but will also have




implications in other parts of the nation.  Over the




years, considerable knowledge has been gained of the




effects of thermal discharges, growing out of research




sponsored by EEI and its  member companies.  For this

-------
                                                      370





                    H. J. Young




reason, the Institute has requested time at this



proceeding to present comments by two scientists who are



involved in a project that began some 8 years ago and



we appreciate having this opportunity.




          In 1962, Edison Electric Institute initiated



research on thermal discharges at The Johns Hopkins



University.  Those who initiated this work, which we refer



to as RP49, realized that thermal discharges from electric



power plants were having relatively little effect on receiving



waters at that time.  They could see, however, that power




plants were becoming larger, that the quantities  of




cooling water being passed through condensers were



increasing, and that better understanding of the potential



effects of thermal discharges was needed so that future



power plants could be designed in such a way as to have



minimum adverse effect on the environment.



          The work at Johns Hopkins, which Incorporates



research at a number of field sites around the nation, has



continued and developed since that date.  It has increased.



in sophistication and evolved in response to growing



understanding by scientists and utility company engineers



of the problems involved in discharging cooling water into




natural water bodies.



          Individual electric utility companies and groups

-------
                                                  371




             H. J. Young



of companies have sponsored environmental research at



plant sites for many years.  We have collected data on




much of this research, and I have a catalog of studies




which we have passed to the conferees.  It indicates that



some 120 companies have recently completed 190 environmental




water studies, that 166 more are under way, and that as of




the spring of 1970, 50 more studies were being planned.




          (The document above referred to follows in



its entirety.)

-------
                                             372
    A SUMMARY OF ENVIRONMENTAL STUDIES




           ON WATER PROBLEMS






By investor-owned electric utility companies




 recently  completed, under way, and proposed.









         Edison Electric Institute




                 June 1969

-------
                           373
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                                                                                     376
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                                                          416
                        J-, C-. Geyer
    
    
    
              We believe that the work being carried out for
    
    
    
    
    EEI by Johns Hopkins represents a significant addition to
    
    
    
    
    the body of knowledge concerning the effects of thermal
    
    
    
    
    discharges.  EEI has committed over $1 million to this
    
    
    
    
    work, and this amount has been multiplied by expenditures
    
    
    
    
    of individual companies involved in cooperative efforts
    
    
    
    
    at field sites.  We have asked Dr. John Geyer and Dr. Loren
    
    
    
    
    Jensen to describe the work which has been done under
    
    
    
    
    EEI sponsorship and to make any additional comments which.,
    
    
    
    
    based on their professional experience, they may feel are
    
    
    
    
    appropriate.
    
    
    
    
              I would like to introduce Dr. Geyer at this
    
    
    
    
    time who will make a few comments and then in turn
    
    
    
    
    introduce Dr. Jensen.
    
    
    
    
    
    
    
    
              STATEMENT OP DR. JOHN GEYER, DIRECTOR,
    
    
    
    
              PHYSICAL STUDIES, THE JOHNS HOPKINS
    
    
    
    
              UNIVERSITY, BALTIMORE, MARYLAND
    
    
    
    
    
    
    
    
              DR. GEYER:  Thank you, Jack.
    
    
    
    
              Mr. Stein, conferees, and ladies and gentlemen,
    
    
    
    
    it is a pleasure to be asked to participate in this
    
    
    
    
    discussion of thermal effects.  We have prepared a statement
    
    
    
    
    that Dr. Jensen will read for you.  I would like to say at
    

    -------
                                                         417
    
    
    
    
                         J. C. Geyer
    
    
    
    
    
    the outset, the principle that guided us in developing the
    
    
    
    cooling water studies for the Edison Electric Institute
    
    
    
    was that we would have to get out in the field to find
    
    
    
    
    out what goes on, that you can't study the environment in
    
    
    
    the laboratory very satisfactorily.  And so, both in our
    
    
    
    physical and biological studies, we have taken the laboratory
    
    
    
    
    out into the field, even to the extent of having microscopes
    
    
    
    in rowboats so that we could look at what was going on
    
    
    
    in the water in terms of biological behavior of the critters
    
    
    
    right at the time they are taken out of the water.
    
    
    
              Now, we have prepared a number of reports of
    
    
    
    which I have three of the latest ones here, that are
    
    
    
    available from the Edison Electric Institute. Our
    
    
    
    biological studies have been going forward for a couple of
    
    
    
    years so it will be another month or two before the first
    
    
    
    reports on our field biology begin to appear, and they
    
    
    
    will come out station by station as we work up the data
    
    
    
    for the three places which the staff are studying, and
    
    
    
    three others in which we are cooperating with the staffs
    
    
    
    of the industries in biological studies.
    
    
    
              The last report is "Surface Heat at Power Plant
    
    
    
    Cooling Lakes."  This analyzes three or four of the eleven
    
    
    
    sites where we are working.
    
    
    
    
              "Effects of Elevating Temperature Upon Aquatic
    

    -------
                     J. C.  Geyer
    
     Invertebrates."  That  follows up an earlier one on
    
     effective temperatures on fish.
    
               "Field Sites and Survey Methods."  A report
    
     which describes the places that  we are making these
    
     studies and the manner in which  the studies are made,
    
     and the data processed.
    
               Now,  the details will  be expanded a little bit
    
     by Dr. Loren Jensen who is in charge of the biological
    
     aspects of these studies, and, of course,  the biology is
    
     the whole story really.  We are  interested in temperatures
    
     only insofar as they may affect  the ecology of the
    
     environment.
    
               MR. STEIN:  Thank you, Dr. Geyer.  You know,
    
     I am glad to see that  you have reduced Johns Hopkins to
    
     human proportions, and you have  microscopes in rowboats.
    
     When you used to have  a man there who could walk water
    
     like Dr. Abel Wolman*  — he used to put rowboats in
    
     microscopes.'
    *Wolman, Abel
     Professor Emeritus
     Sanitary Engineering,  Johns Hopkins University
     Baltimore, Maryland
    

    -------
                                                         419
    
    
    
    
    
                          L. D. Jensen
    
    
    
    
    
    
    
    
              STATEMENT OF DR. LOREN D. JENSEN,
    
    
    
    
              DIRECTOR, BIOLOGICAL STUDIES, THE
    
    
    
    
              JOHNS HOPKINS UNIVERSITY, BALTIMORE,
    
    
    
    
                         MARYLAND
    
    
    
    
    
    
    
    
              DR. JENSEN:  Mr. Stein, conferees.  The Johns
    
    
    
    
    Hopkins University has conducted field research activities
    
    
    
    
    relative to the discharge of heated effluents into surface
    
    
    
    
    waters for the Edison Electric Institute specifically in
    
    
    
    
    this field since 1965.  Initial phases of this program
    
    
    
    were directed towards physical aspects of heat dissipation
    
    
    
    
    from surface waters.
    
    
    
    
              The objectives of the physical program of the
    
    
    
    
    Cooling Water Discharge Project include:
    
    
    
    
              1)  Evaluation of the roles of advection, dilution
    
    
    
    by mixing, and surface cooling in the overall dissipation
    
    
    
    
    of heat in the environment, by analyzing field data from
    
    
    
    operating thermal discharges on a nationwide basis.
    
    
    
    
              2)  Development of computer modeling techniques
    
    
    
    
    for simulating the flow behavior of receiving waters and
    
    
    
    
    for predicting temperatures near proposed thermal discharges.
    
    
    
    
              3)  Development of operations research
    
    
    
    
    techniques for optimizing the selection of locations for
    

    -------
                                                            420
                          L. D. Jensen
    
    
    
    
    proposed thermal discharges subject to receiving water
    
    
    
    temperature constraints.
    
    
    
              Although the above three objectives appear to form
    
    
    
    a sequence in which output from preceding work becomes
    
    
    
    input for the following objective, for various reasons it
    
    
    
    has been considered desirable to proceed towards all three
    
    
    
    objectives concurrently.  Progress since 1965 on this work
    
    
    
    may be summarized as follows:
    
    
    
    
              1)  Establishment of field survey instrumentation
    
    
    
    and data collection systems at eleven sites of existing
    
    
    
    
    thermal discharges was published in Report No. 3, available
    
    
    
    as Dr. Geyer has previously mentioned, entitled "Field
    
    
    
    Sites and Survey Methods" in June 1968.  Physical and
    
    
    
    meteorological data have been collected since 1966 from
    
    
    
    these eleven sites, which are located at various latitudes
    
    
    
    in the United States.
    
    
    
              In most cases, these data were recorded
    
    
    
    continuously through use of recording instruments located
    
    
    
    within and adjacent to surface waters used for cooling
    
    
    
    purposes.  Synoptic data gathered from a large number of
    
    
    
    stations, supplements data from continuously recording
    
    
    
    
    instruments.
    
    
    
              2)  Results of analyses of rates of surface
    
    
    
    
    cooling at three of the eleven field sites were published
    

    -------
                                                          421
                          L. D. Jensen
    
    
    
    in Report No. 5, as Dr. Geyer also mentioned just a moment
    
    
    
    
    ago, entitled "Surface Heat Exchange at Power Plant
    
    
    
    
    Cooling Lakes," in December 1969.  This report describes
    
    
    
    
    the methods and results of analyses of surface heat
    
    
    
    
    exchange using 3 years of field data from three recirculated
    
    
    
    
    cooling lake sites in south-central United States.  The
    
    
    
    
    procedure for preparing the data for analyses by computer
    
    
    
    
    is summarized and followed by a comprehensive description
    
    
    
    
    of the methods used for evaluating rates of surface heat
    
    
    
    
    dissipation in terms of the surface heat exchange
    
    
    
    coefficient, K, and the equilibrium temperature, E.
    
    
    
    
              The results of these evaluations indicate:
    
    
    
    
              1)  That the capacity of a cooling lake to
    
    
    
    dissipate heat to its atmosphere during periods of low
    
    
    
    
    wind speed is, contrary to the findings of some previous
    
    
    
    
    investigations, quite appreciable, and
    
    
    
    
              2)  That the equilibrium temperature may be
    
    
    
    
    estimated reasonably accurately simply by adding to the
    
    
    
    dewpoint temperature the quotient obtained by dividing the
    
    
    
    
    gross solar radiation by the exchange coefficient.
    
    
    
    
              This work has considerable significance for the
    
    
    
    
    design and performance analysis of power plant cooling
    
    
    
    
    lakes.  Further, the exchange coefficient is currently being
    
    
    
    
    used to evaluate hydraulic diffusion rates near thermal
    

    -------
                                                            422
    
    
    
    
                         L. D. Jensen
    
    
    
    
    discharges into other types of receiving waters such as
    
    
    
    lakes, rivers, and estuaries.
    
    
    
              3)  Development of a preliminary integer
    
    
    
    programming model for optimal location of thermal power
    
    
    
    
    plants is currently in publication as Report No. 6,  soon to
    
    
    
    be released, entitled "An Optimal Location Model for
    
    
    
    Thermal Plants with Temperature Constraints."
    
    
    
              4)  Development of a new technique for digital
    
    
    
    simulation of thermal discharges in three dimensions is
    
    
    
    now well advanced and is currently being applied to  the
    
    
    
    evaluation of rates of turbulent diffusion (using the
    
    
    
    
    collected field data) at river sites.  Future reports will
    
    
    
    cover application of this computer modeling technique to
    
    
    
    thermal discharges into lakes, estuaries and ocean sites,
    
    
    
    after field calibration has been completed.
    
    
    
              As far as thermal regulation of Lake Michigan is
    
    
    
    concerned, the results of the physical program of this
    
    
    
    project to date permit the following observations:
    
    
    
              1)  If the surface area of Lake Michigan is
    
    
    
    assumed to be 22,000 mi.2 and the prevailing surface
    
    
    
    cooling coefficient (Report No. 5) is assumed to be
    
    
    
    32 MW/mi. °F., then a mean surface temperature increase of
    
    
    
    1°F. would cause the dissipation of heat to the atmosphere
    
    
    
    at an increased rate of 700,000 MW (i.e. 32 x 22 x 10^).
    

    -------
                                                          423
                         L. D. Jensen
    
    
    
    
    At current system thermal efficiencies (35$), this corresponds
    
    
    
    to a theoretical electrical generating capacity of about
    
    
    
    2 x 10° MW (which is equal to about one-third of the
    
    
    
    current world rate of fuel energy combustion by man).   This
    
    
    
    figure is immense, by man's standards, not so much because
    
    
    
    the surface cooling capacity of water is high per unit area,
    
    
    
    
    but because in this case the available lake surface area is
    
    
    
    extremely large.
    
    
    
              2)  Because of the rapid decay of excess
    
    
    
    
    temperatures that occurs near thermal discharges into open
    
    
    
    waters, the theoretical heat assimilative capacity
    
    
    
    estimated above could not be achieved in practice without
    
    
    
    some regions near the discharges exhibiting higher-than-
    
    
    
    average excess temperatures, and other more distant regions
    
    
    
    exhibiting lower-than-average temperatures.  Thus, the
    
    
    
    question of realistic temperature regulations for such a
    
    
    
    water body must take into account:
    
    
    
              a)  The rates of decline of excess temperatures
    
    
    
    near individual thermal discharges due to the combined
    
    
    
    effects of advection, mixing, and surface cooling,
    
    
    
              b)  The integrated time-temperature exposures of
    
    
    
    biological organisms entrained in the condenser flow
    
    
    
    both before and after discharge,
    
    
    
              c)  The ecological consequences of the biological
    

    -------
                                                         424
    
    
    
    
                        L. D. Jensen
    
    
    
    responses to these temperature histories,  and
    
    
    
              d)  The seasonal variations in the above factors.
    
    
    
    
              Work on the physical aspects of these factors is
    
    
    
    proceeding in conjunction with the project's biological
    
    
    
    program.
    
    
    
    
              Biological data collection was initated in 1968
    
    
    
    at three utilities in the mid-Atlantic area.  These
    
    
    
    studies represent collaborative investigations with individ-
    
    
    
    ual utilities (Duke Power Company, Delmarva Power
    
    
    
    Company, and Virginia Electric Power Company), State
    
    
    
    resource agencies, local university scientists, and The
    
    
    
    Johns Hopkins staff of biological and engineering
    
    
    
    
    specialists.  Field data have been collected over the past
    
    
    
    2 years on a year-round basis with hydrological and
    
    
    
    meteorological data being recorded on a continuous basis.
    
    
    
              In 1969, three additional sites  were added to
    
    
    
    the project (Allen S. King site of Northern States Power
    
    
    
    Company, Wabash River Station of Public Service Indiana,
    
    
    
    and the Pittsburgh Station of Pacific Gas  and Electric
    
    
    
    Company).  These new sites represent previously existing
    
    
    
    environmental research projects in which the Hopkins project
    
    
    
    staff are assisting in the data collection and analysis
    
    
    
    with the respective research staffs of each site.
    
    
    
              The biological investigations have had two
    

    -------
                                                          425
    
    
    
    
    
                         L. D. Jensen
    
    
    
    
    principal objectives.  A first objective has been the
    
    
    
    study of populations of aquatic organisms (fishes, plankton,
    
    
    
    and benthic invertebrates) residing in the mixing zones
    
    
    
    for thermal discharges.  These populations are being
    
    
    
    compared with those in similar areas that are not thermally
    
    
    
    influenced (i.e., upstream or distant stations).  Changes
    
    
    
    in species diversity and population size fluctuations are
    
    
    
    under detailed surveillance with the objective of under-
    
    
    
    standing the temporal and spatial distribution of
    
    
    
    
    significant aquatic organisms in relation to real thermal
    
    
    
    outfalls.
    
    
    
    
              A second objective has been to study the effects
    
    
    
    
    of entrainment of microscopic organisms in waters used for
    
    
    
    cooling at these same stations.  This work involves
    
    
    
    detailed comparisons of micro-biota before and after passage
    
    
    
    through cooling systems.
    
    
    
              Results of the biological aspects of this
    
    
    
    research have been interesting.  The populations of
    
    
    
    aquatic organisms located in thermally influenced zones
    
    
    
    of the three sites (an estuary, a tidal river, and a lake)
    
    
    
    have very little variance with those of comparable
    
    
    
    
    habitats lacking influence from artificial thermal sources.
    
    
    
    During warmer summer periods in the mid-Atlantic (July
    
    
    
    through September) fish population densities in discharge
    

    -------
                                                           if'26
                        L. D. Jensen
    
    
    
    
    canal areas are reduced apparently due to avoidance behavior
    
    
    
    
    in response to higher discharge temperatures (95 to 110°P.).
    
    
    
    
              Comparisons of planktonic populations reveal that
    
    
    
    
    during summer periods some species of microcrustaceans are
    
    
    
    
    affected by the higher summer discharge temperatures in
    
    
    
    
    ways which we are currently attempting to clarify.  In
    
    
    
    
    contrast, during cooler months (November through May)
    
    
    
    
    intake discharge comparisons do not reveal statistically
    
    
    
    
    different results.
    
    
    
    
              Chlorination schedules and levels are being used
    
    
    
    
    to study their effects on microscopic animal life
    
    
    
    
    during such passages through the cooling systems.
    
    
    
    
    Phytoplankton studies involving rates of photosynthesis
    
    
    
    
    before and after passage through cooling systems are also
    
    
    
    under review.  Tentative data suggest that, during
    
    
    
    
    summer periods, some reduction in the photosynthetic rates
    
    
    
    
    in discharge waters may occur.  Winter and spring
    
    
    
    
    photosynthetic rates in discharge waters are higher than
    
    
    
    
    intake waters, suggesting an increase in productivity
    
    
    
    
    during cooler periods.  Comparable rates in downstream
    
    
    
    
    mixing and cooling areas do not show large variance from
    
    
    
    
    control areas upstream from intake areas.
    
    
    
    
              These data are under continual analysis and
    
    
    
    
    review with appropriate changes in collection techniques,
    

    -------
                                                          427
    
    
    
    
    
                         L. D, Jensen
    
    
    
    
    observation and culture techniques, etc., being made as
    
    
    
    
    warranted.  Similar entrainment studies are either under
    
    
    
    
    way or planned for the three secondary sites to augment
    
    
    
    
    existing data programs.
    
    
    
    
              In summary, our studies have not revealed
    
    
    
    
    conspicuous biological changes in populations of aquatic
    
    
    
    
    organisms residing in waters influenced by power plant
    
    
    
    
    discharges.  It is becoming obvious that our observation
    
    
    
    
    techniques and data analysis will require careful super-
    
    
    
    
    vision to locate and describe less obvious and subtle
    
    
    
    
    biological changes, if and when they occur.
    
    
    
    
              MR. STEIN:  Thank you, Dr. Jensen.
    
    
    
    
              Are there any comments or questions?
    
    
    
    
              MR. GURRIE:  Yes, Mr. Chairman.
    
    
    
    
              MR. STEIN:  Yes, Mr. Currie.
    
    
    
    
              MR. GURRIE:  Are you trying to say, Dr. Jensen,
    
    
    
    that even within the mixing zones there will be no
    
    
    
    significant change in the biota?
    
    
    
    
              MR0 JENSEN:  The questions we are asking relative
    
    
    
    to that is: What are the temporal and expansion changes of
    
    
    
    
    significant species, that is, species known to be important
    
    
    
    
    in the local biology wi ,ain the mixing zonesv And we can
    
    
    
    
    see effects on the discharge side of the condensers, as
    
    
    
    
    I mentioned here, during the warmer summer periods.
    

    -------
                        L. D. Jensen
    
    
    
    
              Our research is currently attempting to verify
    
    
    
    
    whether these effects are serious to the local biology
    
    
    
    
    involved immediately adjacent to the power plant or
    
    
    
    
    whether they are mitigated by reproductive potential on
    
    
    
    
    the part of the species involved.
    
    
    
    
              MR. CURRIE:  Well, I would like to call your
    
    
    
    
    attention to some testimony that was presented before our
    
    
    
    
    Board by Dr» Edward Raney on behalf of the Commonwealth
    
    
    
    
    Edison Company last week, in which he said that most
    
    
    
    
    organisms including fish eggs will be denied some living
    
    
    
    
    space in the vicinity of outfalls, and it may be fair
    
    
    
    
    to characterize the type of several Edison biological
    
    
    
    
    discharges by saying that Lake Michigan is a big lake,
    
    
    
    
    and although small areas of it may be very seriously
    
    
    
    affected by heated discharges, we can spare some of the
    
    
    
    
    lake.
    
    
    
              Are you trying to say that we don't even have
    
    
    
    to give up small areas?
    
    
    
    
              MR. JENSEN: I am trying to say that we have
    
    
    
    
    not observed biological deserts, as we have had implied
    
    
    
    
    from numerous published articles that deal with thermal
    
    
    
    
    pollution.  We are saying that the effects that we are
    
    
    
    
    observing are not year-round when we observe them.  They
    
    
    
    
    are not a hundred percent effective among the populations
    

    -------
                                                          429
    
    
    
    
    
    
                          L. D. Jensen
    
    
    
    
    we observe them in and we are trying to clarify whether
    
    
    
    
    such facts as reproductive potential of the seemingly
    
    
    
    
    nonaffected organisms are involved.
    
    
    
    
              In other words, we are trying to culture collec-
    
    
    
    
    tions of animals that we know have been in condenser
    
    
    
    
    systems to know whether their biological potential is
    
    
    
    
    affected in subtle ways other than just plain death,
    
    
    
    
              What other people have said regarding the exist-
    
    
    
    
    ence of biological deserts downstream from thermal dis-
    
    
    
    
    charges I couldn't address myself to other than to say
    
    
    
    
    we have not observed uniform and year-round high death
    
    
    
    
    rates.
    
    
    
    
              MR. CURRIE:  Well, thank you.  I think that
    
    
    
    
    helps to clarify what your conclusion is.
    
    
    
    
              I wonder if you will be giving us at any time
    
    
    
    
    some of the reports and the facts on which your conclusions
    
    
    
    are based.  I notice that there are no facts in your
    
    
    
    current statement,
    
    
    
    
              DR. JENSEN:  Our work is planned through the
    
    
    
    calendar year 1972.
    
    
    
    
              MR. CURRIE:  But you have conclusions in this
    
    
    
    report already; there must have been facts.
    
    
    
    
              DR. JENSEN:  We have some preliminary conclusions
    
    
    
    based on facts that have been included for the first two
    

    -------
                                                          430
    
    
    
    
    
    
                        L, D. Jensen
    
    
    
    
    years of the study at the sites concerned.
    
    
    
    
              MR. CURRIE:  Will you make those a part of the
    
    
    
    
    record?
    
    
    
    
              DR. JENSEN:  As Dr.  Geyer suggested, there are
    
    
    
    
    interim reports that are currently under development now,
    
    
    
    
    the first to be released in a few weeks.
    
    
    
    
              MR. CURRIE:  But you are making conclusions
    
    
    
    
    without giving us the facts on which you base them.
    
    
    
    
              DR. JENSEN:  Well, the data that were used for
    
    
    
    
    drawing these conclusions for this presentation today are
    
    
    
    
    in these interim reports which will be available for
    
    
    
    
    distribution on a nationwide basis as soon as they are
    
    
    
    
    out of the printer's hand,
    
    
    
    
              MR. STEIN:  Are there any other questions?
    
    
    
              Your reports won't be completed until 1972?
    
    
    
              DR. JENSEN:  Our field collection of data is
    
    
    
    planned through the end of 1971 and our reports are
    
    
    
    anticipated to be resolved — our final reports — during
    
    
    
    
    the calendar year 1972.
    
    
    
    
              MR. STEIN:  When did you think in 1972?
    
    
    
              DR. JENSEN:  Presumably late in the spring or
    
    
    
    
    early in the summer period.
    
    
    
    
              MR. STEIN:  You suggest wo wait until then
    
    
    
    
    before we come to a conclusion?
    

    -------
                                                          431
                          L. D. Jensen
    
    
    
    
              DR. JENSEN:  No, sir, I do not.
    
    
    
    
              MR. STEIN:  In other words, we have to move now.
    
    
    
    
              DR. JENSEN:  That is correct.
    
    
    
    
              MR0 STEIN:  Let me go back.  You talk about an
    
    
    
    
    estuary near the mid-Atlantic States.  What estuary did
    
    
    
    
    you work with?
    
    
    
    
              DR. JENSEN:  The lower Chesapeake Bay.
    
    
    
    
              MR0 STEIN:  What kind of estuary are you working
    
    
    
    with?
    
    
    
    
              DR. JENSEN:  This is the James River below
    
    
    
    
    Richmond.
    
    
    
    
              MR. STEIN:  And what lake?
    
    
    
    
              DR. JENSEN:  This is Lake Morgan, above
    
    
    
    Charlotte, North Carolina, of about a million—acre—feet-
    
    
    
    
    volume capacity.
    
    
    
              MR0 STEIN:  How much acre feet is Lake Michigan?
    
    
    
              DR. JENSEN:  I can't tell you exactly.
    
    
    
              MR0 STEIN:  All right.  In other words, we get
    
    
    
    the lower Chesapeake Bay salt water operation, the James
    
    
    
    
    River, which is at least brackish, and a lake which is a
    
    
    
    
    fraction of Lake Michigan, and you want us to utilize
    
    
    
    
    these findings to make judgments on Lake Michigan?
    
    
    
    
              DR0 JENSEN:  No, sir.  I am only saying that
    
    
    
    
    in relation to observed biological effects downstream from
    

    -------
                                                            432
    
    
    
    
    
    
                        L. D. Jensen
    
    
    
    
    thermal discharges, one has to be very careful in projecting
    
    
    
    
    laboratory results into ecological projections.
    
    
    
    
              MR. STEIN:  Well, we recognize this.  But you
    
    
    
    
    cited these; I didn't cite these.  You cited an estuary, a
    
    
    
    
    tiny river, and a little lake, as compared to Lake Michigan
    
    
    
    
    on the mid-Atlantic.  It IG a reference point to what we
    
    
    
    
    are doing on Lake Michigan.
    
    
    
    
              Now, if we are going to take due care to extrapo-
    
    
    
    
    late laboratory results to field studies, what kind of
    
    
    
    
    comparison do you think we could do to take a salt water
    
    
    
    
    or brackish water and a relatively small lake compared to
    
    
    
    
    Lake Michigan?
    
    
    
    
              DR. JENSEN:  It seems to me that the research
    
    
    
    
    objectives, the methods of formulating the studies by
    
    
    
    going out into thermal discharges and actually making
    
    
    
    some measurements can be translated from one area of the
    
    
    
    country to another.
    
    
    
              MR. STEIN:  Would you care to make —
    
    
    
    
              DR0 JENSEN:  Of course, the local biology is
    
    
    
    
    going to vary and I am not suggesting that you can trans-
    
    
    
    
    late from the Chesapeake Bay or from North Carolina to
    
    
    
    
    Lake Michigan.  I am suggesting that you can go out and
    
    
    
    
    look into thermal discharges.
    
    
    
    
              MR. STEIN:  In other words, you say your study
    

    -------
                                                           433
    
    
    
    
    
    
                        L. D. Jensen
    
    
    
    does not reveal conspicuously logical changes in populations
    
    
    
    
    of aquatic organisms residing in water influenced by power
    
    
    
    
    plant discharges.
    
    
    
    
              Now, some of these power plants intend to raise
    
    
    
    
    their water maybe by 10, 12, 14, 1$ degrees.  Since this
    
    
    
    
    cannot be demonstrated, are you suggesting that we let
    
    
    
    
    them go ahead?
    
    
    
    
              DR. JENSEN:  No, I am suggesting that you go out
    
    
    
    
    looking at some existing thermal discharges in the Great
    
    
    
    
    Lakes, those in Lake Michigan — if you can possibly do
    
    
    
    
    so — before you come to a final conclusion.
    
    
    
    
              MR. STEIN:  Well, how long do you think this
    
    
    
    
    would take?
    
    
    
    
              DR. JENSEN:  It would seem to me that that would
    
    
    
    have already been done by now.
    
    
    
    
              MR. STEIN:  But you don't think we have done it?
    
    
    
              DR. JENSEN:  Well, I have not heard it mentioned
    
    
    
    today.
    
    
    
    
              MR. STEIN:  Well, do you think you have done it?
    
    
    
              DR. JENSEN:  Excuse me?
    
    
    
    
              MR. STEIN:  Do you think you have done it?
    
    
    
    
              DR. JENSEN:  No, I am not suggesting we have
    
    
    
    done it.
    
    
    
    
              MR, STEIN:  In other words, you are not suggesting
    

    -------
                                                          434
                        L. D. Jensen
    
    
    
    that any material you have presented here applies to Lake
    
    
    
    
    Mi chigan.
    
    
    
    
              DR. JENSEN:  I am saying that in the Lake
    
    
    
    
    Michigan area there ought to be data that is applicable
    
    
    
    
    to Lake Michigan.
    
    
    
    
              MRo STEIN:  But nothing that you have given us
    
    
    
    
    here applies to it.
    
    
    
    
              DR. JENSEN:  That is correct.  My conclusions
    
    
    
    
    are all based on the mid-Atlantic States.
    
    
    
    
              MR. STEIN:  Thank you.
    
    
    
    
              Any other questions?  Are there any questions
    
    
    
    
    from the audience?
    
    
    
    
              Thank you very much.
    
    
    
    
              DR. McWHINNIE:  I am Mary Alice McWhinnie from
    
    
    
    DePaul University, Chicago, Illinois, engaged in a study
    
    
    
    on Lake Michigan known as the DePaul EPRO Program*  I
    
    
    
    have worked in Antarctica now for 3 years.  I return
    
    
    
    within 3 weeks.  My objective is the study of temperature
    
    
    
    
    on living systems.
    
    
    
    
              I think that there are basic elements of science
    
    
    
    
    with which we are dealing, most particularly a unit in
    
    
    
    
    living systems.  It is imperative to recognize that
    
    
    
    
    whether the organism is adaptive to  aquamarine or a
    
    
    
    
    freshwater  environment, that it follows the same basic
    

    -------
                                                         435
                        L. D. Jensen
    
    
    
    
    biological laws.
    
    
    
              I am delighted to report that organisms that die
    
    
    
    
    at plus 2 degrees centigrade show exactly the same
    
    
    
    
    temperature responses as do those that have a broad thermal
    
    
    
    
    latitude or broad thermal tolerance.
    
    
    
    
              The point I am trying to make is that I think
    
    
    
    
    in the good interest of science it should be recognized
    
    
    
    
    that whether the organisms are in a river, a small lake,
    
    
    
    a large lake, or the marine environment, that they will
    
    
    
    
    follow the same laws of response to temperature.
    
    
    
    
              In deference to the question of Mr. Stein, I
    
    
    
    
    would also like to emphasize that I do think it is critical
    
    
    
    
    that the hydrography of the region be learned with respect
    
    
    
    
    to the exposure field of the biotic system, not the
    
    
    
    
    response of the biotic system.
    
    
    
    
              Thank you.
    
    
    
              MR. STEIN:  Can you respond to that?
    
    
    
              Are there any other comments or questions?
    
    
    
              Thank you very much, Dr. Jensen.
    
    
    
    
              Mr. Petersen.
    
    
    
    
              MR. PfiTERSEN:  Mr. Donald H0 Brandt, Director
    
    
    
    of Air and Water Quality Control for Consumers Power
    
    
    
    
    Company, will be spokesman for Consumers Power Company,,
    
    
    
              Mr. Brandt.
    

    -------
                                                           436
    
    
    
    
    
                            0. K. Petersen
    
    
    
    
              The two doctors who were just on the stand
    
    
    
    giving statements are the two doctors who will be leaving.
    
    
    
              MR, STEIN:  From now on we will withhold other
    
    
    
    
    than panel comments  any audience comments until all of
    
    
    
    the power industry is completed, and they will be here to
    
    
    
    answer questions, is that correct?
    
    
    
              MR. PETERSEN:  That is my understanding, Mr.
    
    
    
    Chairman.  If someone should be called away,  the industry
    
    
    
    will notify the Chair so that an opportunity will be given
    
    
    
    for questioning.
    
    
    
              MR. STEIN:  Right.
    
    
    
              Thank you.
    
    
    
              MR. PETERSEN:  Thank you, Mr. Chairman.
    

    -------
                                                             437
    
    
    
    
    
    
                         D. H. Brandt
    
    
    
    
    
    
    
    
              STATEMENT OP DONALD H. BRANDT,
    
    
    
    
              DIRECTOR OP AIR AND WATER QUALITY
    
    
    
    
              CONTROL, CONSUMERS POWER COMPANY,
    
    
    
    
                       JACKSON, MICHIGAN
    
    
    
    
    
    
    
    
              MR. BRANDT:  Mr. Chairman, gentlemen, ladies and
    
    
    
    
    gentlemen in the audience, my name is Donald H. Brandt. I
    
    
    
    
    am Director of Air and Water Quality Control for Consumers
    
    
    
    
    Power Company.
    
    
    
              Consumers Power Company is a Michigan utility
    
    
    
    
    providing electric and natural gas service to 1,886
    
    
    
    
    communities in a 30,800 square-mile area covering 6? of the
    
    
    
    
    68 counties in the lower peninsula of Michigan.
    
    
    
    
              MR. STEIN:  Are you going to put in this whole
    
    
    
    
    report or are you going to summarize it?  You can put it
    
    
    
    
    in in its entirety now.
    
    
    
              MR. BRANDT:  We would like it in its entirety placed
    
    
    
    in the record.
    
    
    
    
              MR. STEIN:  This will be placed in the record
    
    
    
    
    as if read.
    
    
    
    
              (The report above referred to follows in its
    
    
    
    
    entirety.)
    

    -------
                                    438
                    Consumers
                    Power
                    Company
    LAKE MICHIGAN ENFORCEMENT
    
       CONFERENCE WORKSHOP
          September 28 • October 2,1970
    
              Chicago, Illinois
    

    -------
                                                                 439
                 STATEMENT BY
    
            CONSUMERS POWER COMPANY
    
    
                To Be Given at
    
    
          A Workshop Ancillary to the
    
             Third Session of the
    
     Federal-State Enforcement Conference
    
         on Pollution of Lake Michigan
    
              and Its Tributaries
        September 28 to October 2, 1970
                 Sherman House
               Chicago, Illinois
                 Presented by:
               Mr. D. H. Brandt
    Director of Air & Water Quality Control
              Dr. J. Z. Reynolds
    Environmental Surveillance Coordinator
    

    -------
                                    CONTESTS
      I.  INTRODUCTION
    
     II.  LAKE MICHIGAN THERMAL DISCHARGES AND TEMPERATURE REGULATIONS
    
          A.  SUMMARY OF EXPERIENCE WITH THERMAL DISCHARGES
    
              (l)  Known Effects of Thermal Discharges in Lake Michigan
              (2)  Relative Significance of Thermal Discharges in
                     Lake Michigan
    
          B.  STANDARDS FOR LIMITING THERMAL DISCHARGES
    
              (l)  Recommendations of National Technical Advisory Committee
              (2)  Various Proposals and Recommendations Related to Temper-
                     ature Standards
              (3)  Water Use Parameters and Restrictions on Uses
    
    III.  COMPANY ENVIRONMENTAL PROGRAMS
    
          A.  COMPANY SURVEYS ON THE GREAT LAKES
    
          B.  J.  H. CAMPBELL PLANT BIOLOGICAL AND TEMPERATURE SURVEYS
    
          C.  PALISADES PLANT COMPREHENSIVE SURVEYS
    
     IV.  STATUS  OF THERMAL DISCHARGE CONSIDERATIONS
    
          A.  POPULAR VIEW VERSUS TECHNICAL EVIDENCE
    
          B.  RATIONALE FOR CONTROLLING THERMAL DISCHARGES
    
              (1)  Probable Versus "Possible" Effects
              (2)  Priorities for Environmental Improvement
              (3)  Alternative Considerations and Economic Significance
    
                   (a)  Impact of 1 F or No Heat Discharge Recommendation
                   (b)  Palisades Plant Alternatives
    
      V.  CONCLUSIONS
    

    -------
                                                                           441
    I.  INTRODUCTION
    
    
    
    
              My name is Donald H. Brandt.  I am Director of Air and
    
    
    
    
    Water Quality Control for Consumers Power Company.
    
    
    
    
              Consumers Power Company is a Michigan utility providing
    
    
    
    
    electric and natural gas service to 1,886 communities in a 30,800 square
    
    
    
    
    mile area covering 67 of the 68 counties in the lower peninsula of
    
    
    
    
    Michigan.
    
    
    
    
              In order to meet the service requirements of over 1,000,000
    
    
    
    
    electric customers the Company has constructed, owns, maintains and
    
    
    
    
    operates an integrated electric generation, transmission and distribu-
    
    
    
    
    tion system.
    
    
    
    
              Presently, Consumers Power Company has several thermal
    
    
    
    
    electric generating installations in the Lake Michigan Basin which are
    
    
    
    
    part of this integrated network system.  These are the B. C. Cobb Plant
    
    
    
    
    on Muskegon Lake, the James H. Campbell Plant on Lake Michigan near
    
    
    
    
    Holland and the Big Rock Point Nuclear Plant near Charlevoix.  On
    
    
    
    
    tributaries to Lake Michigan the Company operates the B. E. Morrow Plant
    
    
    
    
    near Kalamazoo and three smaller plants in Kalamazoo, Battle Creek, and
    
    
    
    
    Grand Rapids.  Electric production at the last three (3) plants is
    
    
    
    
    scheduled to be discontinued in the near future as a part of the Company's
    
    
    
    
    program for air quality control.
    
    
    
    
              Additionally, construction has been completed on the Palisades
    
    
    
    
    Nuclear Plant directly on Lake Michigan, 35 miles west of Kalamazoo and it
    
    
    
    
    is awaiting* an AEC operating license.  Also, construction is underway on
    
    
    
    
    the Ludingtom Pumped Storage hydroelectric plant, 4 miles south of
                                  1-1
    

    -------
    Ludington, which will cycle lake waters to generate power to meet peak
    
    
    
    
    system demands.
    
    
    
    
              Before proceeding with my specific comments,  I want to
    
    
    
    
    identify, for the record, my Company's concern for the  environment.
    
    
    
    
    For more than 50 years, Consumers Power Company or its  predecessor
    
    
    
    
    companies, have demonstrated their concern with protecting Michigan's
    
    
    
    
    environment.  This includes careful management of more  than 700 miles
    
    
    
    
    of river lands.  land that was denuded by the lumber interests now has
    
    
    
    
    been replanted and made available to the general public.  Our efforts
    
    
    
    
    also include application of the more effective technologies available
    
    
    
    
    to protect and improve the quality of air and water, such as the addi-
    
    
    
    
    tion of electrostatic precipitators, conversion to gas  and oil, and
    
    
    
    
    sponsoring research and numerous environmental studies  to guide us in
    
    
    
    
    making decisions on these important matters.
    
    
    
    
              As a public utility company, Consumers Power  Company has an
    
    
    
    
    obligation to its customers to provide adequate, reliable and economical
    
    
    
    
    energy to meet their ever increasing energy requirements.  At the same
    
    
    
    
    time, it has an obligation to-protect the environment and, whenever
    
    
    
    
    possible, also makes life better for the people of Michigan by develop-
    
    
    
    
    ing picnic areas, campsites and other recreational facilities.  We are
    
    
    
    
    confident we can meet all of our obligations through the continued exer-
    
    
    
    
    cise of sound business judgment, consultation and guidance by technically
    
    
    
    
    qualified people, the application of appropriate control technology and
    
    
    
    
    acting in a forthright manner on environmental issues.   Our responsibility
    
    
    
    
    to meet these obligations does not permit us the comfort, in today's
                                   1-2
    

    -------
    social atmosphere, of refraining from comment on these vital issues,
    
    just because the comments may be misunderstood, by some people, as
    
    opposition to pollution abatement.
    
              We have examined the Federal Water Pollution Control Act,
    
    as amended, the Michigan water pollution control statute, consulted with
    
    counsel and we have examined the February 19, 1968 opinion from the
    
    Michigan Attorney's General's office dealing with these matters.
    
              In view of these examinations it seems appropriate to draw
    
    the Conferee's attention to the philosophy of the Federal Act and some
    
    of its provisions.
    
              1.  First, Section l(b) of the Federal Act provides in
    
    part:
    
              "it is hereby declared to be the policy of Congress to
         recognize, preserve, and protect the primary responsibilities
         and rights of the States in preventing and controlling water
         pollution..."
    
              A number of Federal officials often appear to forget or
    
    ignore this basic policy of primacy of the state regulation in their
    
    temperature standard setting efforts.
    
              2.  The setting of standards, according to Section 10(c)
    
    (3) requires that:
    
              "In establishing such standards the Secretary, the
         Hearing Board, or the appropriate State authority shall take
         into consideration their use and value for public water sup-
         plies, propagation of fish and wildlife, recreational pur-
         poses, and agricultural, industrial and other legitimate
         uses."
    
              Too many Federal officials and others have ignored this
    
    requirement to take into consideration all legitimate uses of
                                   1-3
    

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    interstate waters.   Instead, they consider exclusively the propaga-
    
    
    
    
    tion of fish and wildlife.   The Act obviously requires a balancing of
    
    
    
    
    interests and forbids the all too prevalent approach of considering
    
    
    
    
    other uses of the waters only to the extent that such uses will not
    
    
    
    
    limit or interfere in any way with propagation of fish and wildlife.
    
    
    
    
              3.  The legislative history of the Federal Act shows that
    
    
    
    
    Congress rejected the principal of effluent standards.  This rejection
    
    
    
    
    resulted in a statute which did not confer upon the Secretary of the
    
    
    
    
    Interior the power to promulgate or enforce effluent standards. Never-
    
    
    
    theless, at the last meeting of this conference a "policy" announce-
    
    
    
    
    ment of two Assistant Secretaries of the Interior was made which sought
    
    
    
    
    to have effluent standards imposed on Lake Michigan.  Such standards
    
    
    
    
    would not be enforceable and standards to be meaningful must be enforceable.
    
    
    
    
              4.  Section 10(g) of the Federal Act provides that before
    
    
    
    
    any enforcement action can be undertaken there must be pollution which
    
    
    
    
    is endangering the health or welfare of persons.  As the Michigan
    
    
    
    
    Attorney General's office has pointed out, "the danger must be real and
    
    
    
    
    immediate."  Too many of the proposals regarding thermal discharge limi-
    
    
    
    
    tations deal not with real and immediate danger to the health or welfare
    
    
    
    
    of persons but a possible danger to some aquatic life.  These proposals
    
    
    
    
    are predicated on extremely long-range predictions regarding the use  of
    
    
    
    
    Lake Michigan Waters by electric utilities.
    
    
    
    
              5.  Sections 10(c) (5) and I0(h) of the Federal Act both
    
    
    
    
    contain provisions concerning court action on pollution.  Where standards
    
    
    
    
    are involved the Court will make a complete review of the standards per-
    
    
    
    
    taining to the alleged violation, and the Court must give due consideration
    
    
    
    
    to the practicability and to the physical and economic feasibility of
    

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    complying with standards or otherwise securing abatement of proved
    
    pollution.  In the words of the Michigan Attorney General's Office:
    
              "...the government must prove that it is physically
         and economically feasible to abate the particular pollution
         complained of, that it is in the public interest to so abate
         the pollution and that it is equitable to do so.  In view of
         these considerations, the Court must find not only that the
         pollution exists as defined in the statute, but that it is
         economically feasible, physically possible, and equitable to
         order its abatement.  ...it certainly would be an anomoly
         to require states to adopt standards for water quality or to
         take measures in the abatement of pollution if such standards
         of water quality are not enforceable in a suit brought by the
         US Government.  It would seem that it was the Congressional
         intent to require the states to adopt standards of water
         quality, which if not adhered to would be enforceable in a
         suit brought by the US."
    
              Consumers Power Company has on numerous occasions endeavored
    
    to make clear its concern for the environment.  Our management has
    
    publicly stated that if a plant is found to be harmful to the environ-
    
    mentj the Company will act promptly to correct the situation.  Further-
    
    more, this commitment is included in the Orders of Determination issued
    
    by the Michigan Water Resources Commission for all recently authorized
    
    electric generating facilities.  The Company also believes that unneces-
    
    sary equipment should not be required or built simply because of unsub-
    
    stantiated anxiety that adverse conditions might exist.  To install such
    
    equipment without first establishing the need for it would consitute an
    
    unnecessary burden on the financial resources of our economy without
    
    achieving a meaningful contribution to environmental quality.
    
              I agree with Representative Craig Hosmer,  Republican from
    
    California,  when he said:
                                  1-5
    

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                                                                           446
              "Environmental protection does not necessarily mean
         sending the world back to whence it came to be refurbished
         in its original pristine condition, nor does it involve turn-
         ing off air conditioners, abolishing the automobile and un-
         inventing the wheel.  Rather the solution lies in achieving
         a satisfactory accommodation between the demands of the en-
         vironment and of social benefits of technology."
    
              This Enforcement Conference, prior to its May J,  1970 meet-
    
    ing, was reported to have made progress by reaching an agreement between
                           /4
    the Conferees on April Jff, 1970 on a uniform procedure for the establish-
    
    ment of monthly maximum temperatures.  The so-called one degree "policy"
    
    statement made at the opening of the May 7 conference and the "White
    
    Paper", belatedly issued for this conference, are not in our opinion,
    
    of sufficient value to warrant much attention on the part of the
    
    Conferees.  The "one degree" statement clearly goes beyond reason as
    
    well as the intent of Congress.  The "White Paper", drafted over a four
    
    month period, fails to take into account the technical data gained through
    
    years of experience with existing thermal electric generating plants (on
    
    the Great Lakes).  Scientific studies, and actual observations of existing
    
    heated discharges in Lake Michigan, conducted by the staff of the Michigan
    
    Water Resources Commission and other qualified groups, have documented on
    
    numerous occasions that these plants have been operating many years without
    
    demonstrable adverse effects to the aquatic environment.  These and other
    
    studies being made on the basis of data obtained from actual field ob-
    
    servations warrant careful attention of the Conferees.  FWQA. is now pro-
    
    posing to subject all electric generating plants to temperature standards
    
    predicated on theories misapplied because of inadequate recognition of
    
    natural ecological factors.
                                    1-6
    

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                                                                           447
              Site studies made at existing plants (along the Great
    
    
    
    
    Lakes) should be evaluated before subjecting them to temperature stan-
    
    
    
    
    dards which may require millions of dollars of capital expenditure
    
    
    
    
    because past studies and present surveillance programs offer no evidence
    
    
    
    
    that these waters require greater protection.
    
    
    
    
              Gentlemen, we ask that you continue on your way to reaching
    
    
    
    
    conclusions supported by the law rather than emotion, and fact rather
    
    
    
    
    than fancy.  We are confident you will reach conclusions which will
    
    
    
    
    adequately protect all of the legitimate uses of this natural resource
    
    
    
    
    for future generations.
    
    
    
    
              Other individuals who Consumers Power Company has asked to
    
    
    
    
    present information to this workshop are Dr. John Z. Reynolds and rep-
    
    
    
    
    resentatives of the firm of Sargent & Lundy Engineers.
    
    
    
    
              They will present Consumers Power Company's experience with
    
    
    
    
    thermal discharges into the Great Lakes, the results of studies and en-
    
    
    
    
    vironmental surveillance programs and how they relate to the issue of
    
    
    
    
    regulating such discharges, and our assessment of the procedures by which
    
    
    
    
    such water use should be restricted.
                                   1-7
    

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    II.   LAKE MICHIGAN THERMAL DISCHARGES AND TEMPERATURE REGULATIONS
    
    
    
    
         A.  SUMMARY OF EXPERIENCE WITH THERMAL DISCHARGES
    
    
    
    
            (l)  Known Effects of Thermal Discharges in Lake Michigan
    
    
    
    
               In recognition of a need for data  collected from systematic
    
    
    
    
     surveillance, and for an expanded research effort on thermal discharges,
    
    
    
    
     electric utilities around Lake Michigan have launched an unprecedented
    
    
    
    
     effort  to  determine the effects of these discharges.  Some of the  studies
    
    
    
    
     of  Consumers Power Company will be described in detail later.   It  would
    
    
    
    
     be  appropriate at this point, however, to summarize the results of the
    
    
    
    
     various studies to date, and how they relate to the issue of establishing
    
    
    
    
     a basis for setting meaningful temperature standards, or otherwise limiting
    
    
    
    
     thermal discharges.
    
    
    
    
               Thermal discharges into the Lake Michigan Basin have  existed at
    
    
    
    
     numerous locations for many years.  Most of these have been studied to
    
    
    
    
     determine  their physical behavior under various conditions and  some have
    
    
    
    
     been otudlod to determine thcii ph.yalc;al l)eliavTo"r under various- eottttitronf
    
    
    
    
     and some have been studied to detect any related biological effects.
    
    
    
    
               It has been observed in all cases that discharges that are warmer
    
    
    
    
     than the ambient waters are buoyant and tend to spread into relatively
    
    
    
     thin layers on the surface.  Mixing of the thermal discharge with  the
    
    
    
    
     adjacent waters causes some entrainment into the plume.  The relative
    
    
    
    
     amount  of  entrainment is primarily a function of the velocity conditions
    
    
    
    
     and the density differences at the interface.  Theoretically, the  least
    
    
    
    
     amount  of  mixing would occur when the temperature differentials are
    
    
    
    
     greatest and when the relative velocities are smallest.
                                    II-l
    

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                                                                           449
              With any degree of entrainment, the resulting mixed fluid
    
    
    
    
    will still he less dense than the amhient waters, and cause the com-
    
    
    
    
    bined volume to be buoyant.  The commonly observed plume therefore tends
    
    
    
    
    to float on the surface of the lake until the excess heat has been dissi-
    
    
    
    
    pated to the atmosphere.
    
    
    
    
              The "White Paper" purports to make a case that a large propor-
    
    
    
    
    tion of the heat from a thermal discharge is effectively mixed with the
    
    
    
    
    lake to accumulate and result in unacceptably high temperatures.  We
    
    
    
    
    would like to cite just a few examples of the misleading way technical
    
    
    
    
    reports were abstracted in the paper to document the case.
    
    
    
    
              It was quoted that Hoops et al (1968) "concluded, on the basis
    
    
    
    
    of work at a Lake Monona (Wisconsin) power plant, that surface heat losses
    
    
    
    
    were about 5 percent of the heat discharged by the power plant; the re-
    
    
    
    
    maining 95 percent was dissipated by dilution with lake water."  It was
    
    
    
    
    not stated, however, that this result was based on analysis of a dis-
    
    
    
    
    charge, contained by a baffle, from two days of field data on January 25
    
    
    
    
    and 26, 1967, during a period of significant atmospheric warming.  It
    
    
    
    
    might also be noted that these.researchers concluded from the results of
    
    
    
    
    22 field surveys during the remainder of the year that "power production
    
    
    
    
    increases of less than 100$ will have a negligible effect on ... lake
    
    
    
    temperatures."
    
    
    
    
              Work by Palmer (1969)  was cited as supporting the notion that
    
    
    
    
    excess heat diffuses into the lake, as opposed to any significant atmos-
    
    
    
    
    pheric losses occurring.  Our review of the paper failed to identify any
    
    
    
    
    point that would support this view.  His studies of a cooling water dis-
    
    
    
    
    charge into Lake Ontario showed "that the warmer water stays near the
                                   II-2
    

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                                                                            450
    surface and the shore.  The subsurface cooling water had acquired lake
    
    
    
    
    temperature by ^,000 feet while the surface cooling water (was)  still
    
    
    
    
    h F warmer than the lake water at U,000 feet."  Model studies were cited
    
    
    
    
    that assumed no atmospheric heat transfer,  to simplify,  in a conservative
    
    
    
    
    way, the mathematical predictions.
    
    
    
    
              Similarily, work by Sundaram et al (1969) was  cited where they
    
    
    
    
    "concluded that the heated discharge of the proposed Bell Nuclear Sta-
    
    
    
    
    tion on Cayuga Lake (New York) would increase the average surface tem-
    
    
    
    
    perature of this 66. U square mile lake about 0..7 F."  The Sundaram report,
    
    
    
    
    however, went on to note that "for a given amount of heat that is dis-
    
    
    
    
    charged into the lake, the far-field effects will be greater if the dis-
    
    
    
    
    charge temperatures were close to the ambient lake surface temperatures
    
    
    
    
    than if the discharge temperatures were significantly higher than the
    
    
    
    
    ambient lake surface temperatures, since in the latter case a greater
    
    
    
    
    fraction of the total heat can be lost to the atmosphere directly than
    
    
    
    
    in the former case."
    
    
    
    
              Benedict's (1970) shoreline discharge: model of  ,he Campbell
    
    
    
    
    Plant and Prichard-Carpenter Consultants (1969 and 1970) computations
    
    
    
    
    for Toledo Edison were cited in the "White Paper" as further support that
    
    
    
    
    the "assumption of little or no waste heat loss to the atmosphere is rea-
    
    
    
    
    sonable , at least during a great deal of the annual temperature cycle."
    
    
    
    
    In both cases the assumption that surface heat loss was  limited was
    
    
    
    
    arbitrarily made to simplify the model.  No evidence is  given or even
    
    
    
    
    implied by the original authors that this was a. realistic assumption.
                                    H-3
    

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              It's not realistic, or even honest, to use such model studies
    
    
    to support such a viewpoint, when much field data, from actual installa-
    
    
    tions, are available that can be used for this purpose.
    
    
              No evidence has been presented of which we are aware that the
    
    
    physical presence of a thermal plume on Lake Michigan has interferred
    
    
    with or otherwise caused injury to any beneficial use of the waters.  In
    
    
    fact, the areas of heated discharge are often observed to appeal to
    
    
    swimmers, since the lake waters are normally too cold for comfortable
    
    
    water contact activities.
    
    
              Researchers evaluating the results of biological studies that
    
    
    have been conducted in the vicinities of thermal discharges in Lake
    
    
    Michigan have similarly concluded that no adverse effects have occurred
    
    
    as a result of this use of the waters.  Electric utilities, consultants,
    
    
    universities and governmental agencies have been unable to document sig-
    
    
    nificant biological effects outside of the localized influences on fish
    
    
    that prefer or avoid the region of increased temperature.  Fishing in the
    
    
    vicinities of thermal discharges has been observed to be favored for the
    
    
    greater portion of the year, even for some of the so-called cold water,
    
    
    heat sensitive species.
    
    
              Consumers Power Company has maintained parking areas in the
    
    
    vicinities of some of the plant discharges to facilitate access for
    
    
    fishermen and others.  We have received requests from the Fish Division
    
                                         tfci
    and the Bureau of Water Management of^Michigan Department of Natural
    
    
    Resources to provide more facilities to accommodate the public because
    
    
    of the "recreation potential in year-round fishing" in these areas.
                                   II-U
    

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                                                                            452
              The only reference in the "White Paper" purporting actual evi-
     dence of harmful effects of a thermal discharge into Lake Michigan con-
     cerns an alleged fish kill at the Consumers Power Company Campbell Plant
     on August 29, 1968.  While it was indicated that a drop in temperature;
     due to natural upwelling may have been a major factor resulting in the;
     conditions observed, the paper does not give any indication of the scope
     of the adverse condition noted.
              The observations were made by John Robinson, Aquatic Biologist,
     employed by the Michigan Water Resources Commission.  He stated that the
     water temperature at the point of discharge was 6^.U F and that the tem-
     perature dropped in a short distance to 59 F and then gradually declined
     to the ambient of 50 F in one-half mile.  This is the lowest temperature
     recorded at the plant for any day in August since the plant has been in
     operation, and occurred only a few days after a water intake temperature
     of T6°F had been observed.
              Mr. Robinson noted there were live catfish and carp near the
     discharge and schools of alewives in the area.  Some dead alewives were
     observed, but no estimates were made of the numbers involved.  The only
     other dead fish reported were a catfish and/or carp approximately every
     150 feet along one mile of shoreline.  This amounts to a total of about
     35 fish.  Apparently no sport fish were involved.  Mr. Robinson concluded
     that the fish affected were apparently indigenous to the long cooling
     water discharge canal and that the very unusual combination of natural
     temperature fluctuations was partly responsible for their condition.  It
     has been reported that this phenomenon of rapid natural temperature var-
     iations has caused fish to be in distress at other locations, around the
    Great Lakes.,
                                   II-5
    

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                                                                           453
              At the recommendation of the conferees of the Lake Michigan
    
    Enforcement Conference in 19°"8, an interagency Committee on Nuclear
    
    Power Plant Waste Disposal was formed which reported to the conferees
    
    in November 1968.  They stated:
    
              "The effects of localized temperature increases on the
         aquatic life in Lake Michigan are impossible to predict from
         the limited information available.  Only a few observations
         have been made to date of the effects of existing thermal
         discharges on Lake Michigan biota.  However, laboratory in-
         vestigations and observations elsewhere suggest that increase
         in temperature can result in damage to the aquatic environment."
    
              The Committee recommended, with regard to thermal discharges,
    
    that:
    
              "Coordinated study of the thermal effects on water
         quality and aquatic life of one or more fossil fuel plants
         now discharging cooling water to Lake Michigan, and of
         various methods of cooling water dispersion be undertaken
         by FWPCA."
    
                                    and
    
              "FWPCA coordinate a comprehensive study of the effects
         on water quality and aquatic life of thermal wastes from a
         large nuclear power plant on Lake Michigan, with attention
         to various methods of cooling water dispersion."
    
              It is apparent that the Federal Water Quality Administration
    
    (formerly FWPCA) has not carried out either recommendation of the Com-
    
    mittee inasmuch as no notice has been made of such comprehensive studies
    
    by FWQA.  Fortunately,  even before the Committee's report, the electric
    
    utilities around Lake Michigan were concerned about the early detection
    
    of any possible adverse effects that thermal discharges might cause.
    
    These companies instituted comprehensive studies on their own or in coop-
    
    eration with the appropriate state agencies.  The scope and methodology of
    
    these studies are such that it can be assured that, if harmful effects are
    
    caused, they will be detected.
    
    
                                   II-6
    

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            (2)  Relative Significance of Thermal Discharges
                   in Lake Michigan
    
              The previously mentioned report of the Committee on Nuclear
    
    Power Plant Waste Disposal to the Conferees of the Lake Michigan En-
    
    forcement Conference included the following comment on thermal discharges
    
    into Lake Michigan:
    
              "In spite of the known adverse effects which tempera-
         ture change can have on aquatic life, it is not certain that
         they will occur in the unique environment of Lake Michigan.
         Much of the shoreline is seldom inhabited "by aquatic animals
         because the bottom materials consist of shifting sand.  There
         are rocky shoals that support game fish population.  Whether
         or not local increases in temperatures will accelerate the
         eutrophication of Lake Michigan is uncertain at present.  It
         is tempting to speculate on this but only intensive longterm
         studies will reveal the facts.  Local increases in algal
         growth very probably will develop if sufficient nutrients are
         available, since biological activity is greater in warmer
         than in cooler water.  The magnitude of these increases must
         be known before there can be evaluation of the potential
         problem."
    
              Then, after discussing the relative merits of low or high
    
    velocity, and offshore or onshore discharges, the Committee reported that:
    
              "A recommendation that one or the other (type of dis-
         charge) be routinely required for all power plants would
         have to be supported by firm information on damages to water
         quality and uses that would result from failure to require
         such devices.  Available information on potential damages
         does not provide a basis for such a position at this time.
         Such information can be obtained through studies by aquatic
         biologists of areas in Lake Michigan where large fossil
         fuel plants presently discharge large quantities of cooling
         water."
    
              To our knowledge the biological data that have been compiled
    
    since the Committee's report have failed to substantiate any significant
    
    biological effects.
    
              It is also interesting to note that in the same report, after
    
    computing the total heat input into Lake Michigan from existing and
                                   II-T
    

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    proposed power plants, the Committee concluded that "there is minimum
    
    need for immediate concern over the effect of temperature on the lake
    
    as a whole."  They went on to say that the probable long-range effects
    
    deserve consideration.  We agree there may be some future point at which
    
    the effects of substantial additional thermal discharges might cause
    
    significant effects for the lake as a whole.  We demonstrate our con-
    
    currence with their observation that the possible local effects are of
    
    more practical and immediate concern in that our ecological investiga-
    
    tions are largely oriented to detect such influences of thermal
    
    discharges.
    
        B.  STANDARDS FOR LIMITING THERMAL DISCHARGES
    
            (l)  Recommendations of National Technical
                   Advisory Committee
    
              "On February 21, 1967, the Secretary of the Interior
         established the first National Technical Advisory Committee
         on Water Quality Criteria to the Federal Water Pollution
         Control Administration.  The Committee's principal function
         was to collect into one volume a basic foundation of water
         quality criteria."
    
              As described in the introduction to the Report of the National
    
    Technical Advisory Committee on Water Quality Criteria dated April 1968:
    
              "The Committee was concerned abouve several issues
         relating to water quality standards for the control and
         abatement of water pollution.  Foremost among these is the
         lack of adequate knowledge concerning many of the quality
         characteristics upon which criteria and, hence, standards
         should be based.  The unknowns still outweigh the knowns.
         Complicating factors in setting standards are varying
         natural conditions affecting water quality, such as climate,
         geography, and geology of a specific location.  The Com-
         mittee does not want to be dogmatic in recommending these
         criteria.  They are meant as guidelines only, to be used
         in conjunction with a thorough knowledge of local condi-
         tions.  Further, it is anticipated that future research
         will provide considerable basis for refinements in the
         recommendations."
                                   II-8
    

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                                                                           456
              "The Committee recognizes that the protection of
         water quality for legitimate uses requires far more than
         scientific information.  There is an urgent need for data
         collected from systematic surveillance of waters and
         waste sources and for an expanded research effort."
    
              While the Committee observed that for lakes the situation is
    
    complex and cannot be specified in simple terms, their recommendation
    
    for both warm and cold water lakes was that the temperature of the
    
    epilimnion should not be raised more than 3 F by the addition of heat
    
    of artificial origin.  They further qualified that position in the case
    
    of warm waters saying that "in those areas where important organisms are
    
    most likely to be adversely affected, (the temperature) should not be
    
    raised more than 3 F above that which existed before the addition of heat
    
    of artificial origin."  The committee members clearly implied that they
    
    felt temperatures in excess of 3 F within a mixing zone were of no special
    
    significance unless, of course, it could be demonstrated that harmful
    
    effects would occur.
    
              It should be pointed out that while the Committee made no
    
    specific reference to mixing zones with regard to freshwater organisms,
    
    in discussing criteria for marine and estuarine organisms it was stated
    
    that the suggested temperatures were to apply outside of mixing zones,
    
    which would be related to required zones of passage.  The situation re-
    
    garding heated discharges into very large lakes, such as Lake Michigan,
    
    would be comparable to ocean discharges in this respect.
    
              The Committee could be critized, however, for not making a
    
    distinction between mixing zones involving temperature and those that
    
    would involve contaminating substances.  They stated, in effect, that
    
    dilution flows should be very large to limit the area of mixing.  While
                                   II-9
    

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    this would be generally true for contaminating substances which would
    
    remain in the water body, discharge of heated waters involving buoyancy
    
    effects and dissipation of heat to the atmosphere complicates the task
    
    of defining mixing and zones of passage.   The significance of the con-
    
    figuration of the mixing zone or its dimensions can only be based on
    
    individual site considerations and the nature of the aquatic life or
    
    other beneficial uses to be protected.
    
            (2)  Various Proposals and Recommendations Related
                   to Temperature Standards
    
              STATE ACTION - In accordance with the Federal Water Pollution
    
    Control Act, as amended by the Water Quality Act of 19^5, the Governor
    
    of the State of Michigan wrote to the Secretary of Health, Education and
    
    Welfare on December 17, 1965, that it was the intent of the State to
    
    adopt criteria applicable to interstate waters under the authority of
    
    Act  2^5, Public Acts of 1929> as amended.  The Michigan Statute declares
    
    to be unlawful, the discharge of any substance:
    
              "which is or may become injurious to public health,
         commercial, industrial, agricultural, recreational or
         other uses which are being or may be made of such waters;
         or which is or may become- injurious to the value or utility
         of riparian lands; or which is or may become injurious to
         livestock, wild animals, birds, fish, aquatic life or plants
         or the growth or propagation thereof be prevented or in-
         juriously affected;  or whereby the value of fish and game
         is or may be destroyed or impaired."
    
              Section 5 of the Act declares in part:
    
              "The Commission (Michigan Water Resources Commission)
         shall establish such pollution standards for lakes,  rivers,
         streams and other waters of the state in relation to the
         public use to which they are or may be put, as it shall
         deem necessary."
                                   11-10
    

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                                                                           458
              In June 19&7; water temperature standards for the Great Lakes
    
    were adopted by the Michigan Water Resources Commission (MWRC) and sub-
    
    mitted by the State to the Federal Government for approval.  It reads
    
    as follows:
    
              "For the Great Lakes and connecting waters no heat load
         in sufficient quantity to create conditions which are or may
         become injurious to the public health,  safety or welfare; or
         which are or may become injurious to domestic, commercial,
         industrial, agricultural, recreational  or other uses which
         are being or may be made of such waters; or which are or may
         become injurious to the value or utility of riparian lands;
         or which are or may become injurious to livestock, wild
         animals, birds, fish or aquatic life or the growth or
         propagation thereof."
    
              FEDERAL ACTION - Even though the temperature standards adopted
    
    by the MWRC in 19&7 appeared to contain all  the necessary restrictions
    
    defined in the Federal Water Pollution Control Act, and met the con-
    
    stitutional requirement that beneficial uses unrelated to any injury
    
    could not be prohibited, the Secretary of the Interior did not approve;
    
    them.
    
              Then, on October 23, 1969, H. W. Poston, Regional Director of
    
    the Federal Water Pollution Control Administration (FWPCA), U. S. Depart-
    
    ment of the Interior, sent to R. W. Purdy, Executive Secretary of the
    
    MWRC, a proposed Lake Michigan Temperature Standard, stating "This
    
    standard is the result of a comprehensive review of temperature and
    
    aquatic life data for Lake Michigan conducted by the National Water
    
    Quality Laboratory in Duluth."
    
              The recommendations for monthly maximum surface temperature
       o
    in  F were:
    
    Jan   Feb   Mar   Apr   May   June   July   Aug   Sept   Oct   Nov   Dec
    
     50    50    50    50    55    70     85     85    85     85    70    55
    
    
                                   11-11
    

    -------
              No recommendations were made regarding the definition of
    
    
    
    
    mixing zones and the only comments on discharge areas were related to
    
    
    
    
    the possibility of fish kills and the blockage of tributaries supporting
    
    
    
    
    anadromous fish.
    
    
    
    
              STATE ACTION - On February 17, 1970, Carlos Fetterolf, Super-
    
    
    
    
    visor of the Water Quality Appraisal Section, MWRC, reported to the
    
    
    
    
    Commission that his staff had explored the reasons for disapproval of
    
    
    
    
    the Michigan temperature standards by the Federal Government.  He then
    
    
    
    
    submitted new standards for consideration.  The principal changes for
    
    
    
    
    the Great Lakes involved substitution of a 5 F temperature rise limita-
    
    
    
    
    tion and the setting of monthly maximum temperature values outside of
    
    
    
    
    mixing zones to be defined by the MWRC.  Lake Michigan was divided into
    
    
    
    
    northern and southern sectors at Pentwater, Michigan.  No increase would
    
    
    
    
    be allowed greater than 5 F nor any temperature above 80 or 85 F for the
    
    
    
    
    northern and southern sectors, respectively.
    
    
    
    
              He reaffirmed the MWRC staff position that mixing zones should
    
    
    
    
    be established based on individual site conditions and stated further
    
    
    
    
    that Dr. Mount of the FWPCA Duluth Laboratory had questioned the advis-
    
    
    
    
    ability of subjecting mixing zones to formula identification.  Apparently
    
    
    
    
    some FWPCA representatives had informally suggested that formulas would
    
    
    
    be appropriate.
    
    
    
    
              The MWRC scheduled a public hearing for March 19, 1970, to
    
    
    
    
    review the staff recommendations.  In the meantime, however, the staff
    
    
    
    
    felt that approval from FWPCA could be expedited by complying with their
    
    
    
    
    further request for numerical monthly temperature maximums for the Great
    
    
    
    
    Lakes, and by adding some general considerations as to philosophy of
    
    
    
    regulation.
    
    
    
    
                                   11-12
    

    -------
                                                                           460
              The proposed monthly temperature limitations  for the southern
    
    
    
    
    sector of Lake Michigan,  for instance,  in  F  were:
    
    
    
    
    Jan   Feb   Mar   Apr   May   June   July  Aug   Sept    Oct    Nov   Dec
    
    
    
    
     50    50    60    65    75    85     85      85    85      70     60    50
    
    
    
              The maximum temperature limit for the northern sector would
    
    
    
    
    be 80°F.
    
    
    
    
              FEDERAL ACTION - Representatives of FWPCA testified at the public
    
    
    
    
    hearing on March 19, 1970, at which time  they presented an edited copy of
    
    
    
    
    the proposed State regulations.  They suggested striking any  reference
    
    
    
    
    that mixing zones be related to the value of  aquatic life and physical
    
    
    
    
    characteristics of the receiving water body,  and all qualifying statements
    
    
    
    
    as to the extent of adverse effects.  It  was  suggested  that mixing zones
    
    
    
    
    be defined by formula but should not exceed one mile in radius.
    
    
    
    
              They further suggested that the Great Lakes be separated into
    
    
    
    
    loosely defined open waters and inshore waters.  For Lake Michigan the
    
    
    
    
    recommended temperature limits for open waters in  F were;
    
    
    
    
    Jan   Feb   Mar   Apr   May   June   July  Aug   Sept    Oct    Nov   Dec
    
    
    
    
     U2    37    37    kh    53    65     71      7^    72      65     5^    50
    
    
    
              It was pointed out at the hearing by Mr.  Purdy of MWRC that
    
    
    
    
    these suggested limits are exceeded, due  to natural causes, on a regular
    
    
    
    
    basis.
    
    
    
    
              Consumers Power Company has collected a considerable amount of
    
    
    
    
    temperature data from two power plants on Lake Michigan that  are somewhat
    
    
    
    
    representative of lake temperatures.  One, the Big Rock Point Plant, has
    
    
    
    
    an intake that is located 1^50 feet from  shore at a depth of  approximately
    
    
    
    
    25 feet and would be subject somewhat to  stratification influences.  The
                                   11-13
    

    -------
                                                                           461
    range of maximum daily average temperatures for each month for a six year
    
    
    
    
    period of record are shown on Exhibit II-A, as are the temperature limi-
    
    
    
    
    tations proposed in March 1970.  It should be noted that for seven of the
    
    
    
    
    twelve months during this short period of record the natural intake tem-
    
    
    
    
    peratures equaled or exceeded the limitations proposed by PWPCA for open
    
    
    
    
    waters in Lake Michigan.
    
    
    
    
              The J. H. Campbell Plant intake is located on Pigeon Lake into
    
    
    
    
    which Lake Michigan water flows.  From a temperature standpoint the intake
    
    
    
    
    is indicative of "inshore" conditions, though some recirculation from the
    
    
    
    
    discharge occurs periodically.  The range of maximum daily average tem-
    
    
    
    
    peratures for each month for a six year period of record is shown on
    
    
    
    
    Exhibit 11-1$, with the proposed temperature limitations for open and
    
    
    
    
    inshore waters.  For several months the maximum daily average temperature
    
    
    
    
    exceeded the proposed FWPCA limitations for every year of record.  In
    
    
    
    
    three months the proposed limit was exceeded by over 10 F, which would be
    
    
    
    
    difficult to account for by considering the maximum effect of recirculated
    
    
    
    
    discharge from the plant.
    
    
    
    
              FWPCA representatives further recommended that a 3 F tempera-
    
    
    
    ture rise outside the mixing zone be the limitation for Lake Michigan.
    
    
    
    
              Their testimony supported the MWRC staff proposal that the water
    
    
    
    
    resources be protected for the "optimum use by fish, wildlife and other
    
    
    
    
    aquatic life," without mention of other beneficial uses.  They further
    
    
    
    
    recommended that "at no place in a mixing zone shall the 96-hour median
    
    
    
    
    tolerance limit (96 hr. TL ) to aquatic life be exceeded."  The recom-
    
    
    
    
    mendation did not define what aquatic life was to be protected.  No ex-
    
    
    
    
    planation or justification for such a restrictive limitation was given.
    

    -------
                                                              462
                         EXHIBIT II-A
    
                       BIG  ROCK  POINT
                    INTAKE TEMPERATURE
    
                 RANGE  OF MAXIMUM DAILY  AVERAGE
                   TEMPERATURE  FOR  EACH  MONTH
                     OF RECORD  ( 1964-1969)
                                FWPCA
                                RECOMMENDATIONS
                                (INSHORE WATERS)
     -1  - —r
       WRC STAFF
    RECOMMENDATIONS
                              FWPCA
                              RECOMMENDATIONS
                              (OPEN WATERS)	
    

    -------
                                  EXHIBIT II-B
                   463
                            J.  H.  CAMPBELL  PLANT
                             INTAKE  TEMPERATURE
    
                         RANGE OF MAXIMUM DAILY AVERAGE
                            TEMPERATURE FOR  EACH MONTH
                              OF  RECORD ( 1964-1969)
    I
    O£
    LJJ
    O.
                                      FWPCA
                                      RECOMMENDATIONS
                                      (INSHORE WATE~RS5
               WRC  STAFF
            RECOMMENDATIONS
                                  FWPCA
                                  RECOMMENDATIONS
                                  (OPEN WATERS)
    

    -------
                                                                           464
              On April 10, 1970, F. T. Mayo of the FWPCA regional office sub-
    
    mitted additional recommendations.  The suggested monthly maximum tempera-
    
    ture limits for Lake Michigan inshore waters In  F were:
    
    Jan   Feb   Mar   Apr   May   June   July   Aug   Sept   Oct   Nov   Dec
    
     42    37    37    44    53    65     72     77    75     65    54    50
    
              It was further recommended that mixing zones should not include
    
    waters within 600 feet of shore.
    
              STATE ACTION - After the March 1970 hearing, the MWRC released
    
    the results of a study consisting of approximately 24,000 temperature
    
    readings from eight Lake Michigan water intakes in Michigan which are
    
    unaffected by heated discharges and over 300 shoreline temperatures from
    
    20 swimming beach stations.  This study was initiated after consultation
    
    with Federal Water Quality Administration (FWQA) representatives.
    
              At a meeting in Ann Arbor, Michigan, on April 16, 1970, it was
                                                    ,^JL|pk,t-t,?3id£v<-iu%.
    agreed by the Lake Michigan Enforcement Conferee* that the States and
    
    F¥QA would tabulate existing temperature data for Lake Michigan.  The
    
    90th percentile value to be determined from this data would then serve
    
    to establish monthly maximum temperature limitations.  This information
    
    would be the basis for discussions at the Executive Session of the Lake
    
    Michigan Enforcement Conference scheduled to be held in Chicago on
    
    May 1, 1970.
    
              FEDERAL ACTION - The meeting in Chicago on May 7, 1970, although
    
    scheduled as an executive session, actually became a public hearing.  The
    
    following statement issued by Carl L. Klein and Leslie Glasgow, Assistant
    
    Secretaries of the Interior, was read before the Lake Michigan Enforce-
    
    ment Conference:
                                   11-15
    

    -------
                                                                            465
               "The minimum possible waste heat shall be added to the
         waters of Lake Michigan.  In no event will heat discharges
         be permitted to exceed a 1°F rise over ambient (existing
         temperature) at the point of discharge.  This will preclude
         the need for mixing zones."
    
               This declaration effectively negated the substantial efforts
    
    of the State conferees and the staff of FWQA, during the previous months,
    
    to resolve differences in concepts and to secure a reasonable basis for
    
    temperature standards.
    
               STATE ACTION - The MWRC requested FWQA to provide written
    
    clarification of the policy statement issued by Carl L. Klein and Leslie
    
    Glasgow, and scientific documentation which would show the need for such
    
    a strict policy.
    
               On September l8, 1970, the MWRC expressed its support of a re-
    
    vised set  of temperature standards, as recommended by the staff.  Their
    
    proposed maximum monthly temperature standards for the open waters of the
    
    southern sector of Lake Michigan in  F are as follows:
    
    Jan   Feb   Mar   Apr   May   June   July   Aug   Sept   Oct   Nov   'Dec.
    
     35    35    39    ^9    57    67     7^     76    73     6U    5^    ^3
    
               Similarly, the proposed standards for the inshore waters of
                   o
    this sector in  F are:
    
    Jan   Feb   Mar   Apr   May   June   July   Aug   Sept   Oct   Nov   Dec
    
     38    38    42    51*-    63    78     82     82    80     70    60    U8
    
              The maximum temperature limit proposed for the inshore waters of
    
    the northern sector of Lake Michigan is 76°F.
    
              The proposed temperature standards for inshore waters are based
    
    on the 90th percentile, adjusted for 3°F increase at the edge of the
    
    mixing zone.
                                   II-16
    

    -------
                                                                           466
              This recitation of exchanges between the Department of the
    
    
    
    
    Interior and the MWRC has been primarily for the purpose of illustrating
    
    
    
    
    the confusion that prevails concerning the adoption of temperature
    
    
    
    
    standards.  The sincere and honest efforts of many who have worked to
    
    
    
    
    develop reasonable temperature standards,  based on the technical evi-
    
    
    
    
    dence, have been repeatedly destroyed by inconsistent and confused pro-
    
    
    
    
    nouncements and recommendations by others.
    
    
    
    
            (3)  Water Use Parameters and Restrictions on Uses
    
    
    
    
              It is the philosophy of the Federal Water Pollution Control Act
    
    
    
    
    to assure that all waters will be equally protected for all legitimate
    
    
    
    
    uses.  Propagation of fish and wildlife is one of those legitimate uses.
    
    
    
    
    Utilization by industry is another one.  This is particularly true for
    
    
    
    
    those rivers and lakes where either or both of these uses are already
    
    
    
    
    established.  Industry must not be allowed to pollute a body of water and
    
    
    
    
    destroy the fish and wildlife that exist.   Similarly, propagation of fish
    
    
    
    
    and wildlife must not be .such as to destroy or pose intolerable burdens
    
    
    
    upon the industries that utilize the waters.  Vfe believe it is possible
    
    
    
    
    to set standards that will satisfy both requirements.
    
    
    
              In view of this, we objected to several statements and sugges-
    
    
    
    
    tions made by the representatives of FWPCA at the March 19, 1970, MWRC
    
    
    
    
    hearing regarding thermal discharges, effects, and regulations.
    
    
    
    
              Their basic rationale, as stated by Dr. Donald Mount of the
    
    
    
    
    National Water Quality Laboratory, Duluth, Minnesota, that "when pro-
    
    
    
    
    tecting aquatic life we normally protect the waters for all beneficial
    
    
    
    
    uses," and their suggestion that the 96-hour median temperature tolerance
                                   11-17
    

    -------
                                                                           1*67
    limit to aquatic life not be exceeded at any point, is meaningless unless
    
    
    
    
    related to specific aquatic life to be protected.
    
    
    
    
              Dr. Mount's statement, that "fishes are repelled by temperatures
    
    
    
    
    that are unacceptably high during the summer months and, therefore, these
    
    
    
    
    pose no particular problem except that the habitat available is reduced
    
    
    
    
    in area," is clearly inconsistent with the PWPCA position taken at the
    
    
    
    
    same meeting that at no point should temperatures exceed values that have
    
    
    
    
    been shown to cause detrimental effects in confined laboratory conditions.
    
    
    
    
              Likewise, a rigid definition of lake mixing zones based solely
    
    
    
    
    on a rate of discharge, as they suggested, does not recognize either the
    
    
    
    
    potential effects of thermal discharges on aquatic life or a beneficial
    
    
    
    
    use concept.  Dr. Mount's brief statement that "every mixing zone should
    
    
    
    
    be defined geographically," oversimplifies the ecological complexity of
    
    
    
    
    the waters involved, as does the FWPCA recommendation that uniform tem-
    
    
    
    
    perature limits should be imposed on each of the Great Lakes.
    
    
    
    
              Dr. Mount was concerned that fish residing in warmwater effluents
    
    
    
    
    during the winter be protected in case the plant must be shut down.  The
    
    
    
    
    fish that are most likely to inhabit.thls relatively small area would not
    
    
    
    find the normally cold lake temperatures suitable.  As such, these warm-
    
    
    
    
    water areas provide for greater diversity of fish habitat for the lake as
    
    
    
    
    a whole, and, although these fish might be temporarily adversely affected
    
    
    
    
    by plant shutdown, the natural populations should not be significantly
    
    
    
    affected.
    
    
    
    
              Similarly, the importance of maintaining the "normal daily
    
    
    
    
    fluctuations" for the Great Lakes has been overstated in the various
    
    
    
    
    proposed standards, in view of the great natural temperature fluctuations
                                   II-18
    

    -------
                                                                           468
    that occur from day to day.  This situation is described in the "White
    
    
    
    
    Paper" and is well documented in the records of the staff of the MWRC
    
    
    
    
    and others.
    
    
    
    
              While the FWPCA concept in March 1970, of differentiating
    
    
    
    
    between inshore waters and open waters is ecologically sound, the
    
    
    
    
    definition set forth by FWPCA was not complete enough to allow for
    
    
    
    
    confident prediction of these limits, either spatially or tempora^
    
    
    
    
    They stated simply that "inshore waters are those waters which are
    
    
    
    
    affected by tributary stream plumes (other than connecting channels),
    
    
    
    
    near shore thermal bars, natural shore erosion, or bottom sediment
    
    
    
    
    resuspended by wave action.  Waters not defined as inshore waters would
    
    
    
    
    be considered as open waters."
    
    
    
    
              The "White Paper" now defines the inshore zone as "that volume
    
    
    
    
    of water which lies between the shoreline and the 100-foot depth contour,"
    
    
    
    
    and includes what is called a "beach water zone, a sub-area that extends
    
    
    
    
    from the shoreline out to the 30-foot depth contour."  This vacillation
    
    
    
    in establishing basic definitions does not facilitate efforts to set
    
    
    
    
    standards.
    
    
    
              Whether for inshore or open waters, any temperature regula-
    
    
    
    
    tions should reflect naturally occurring conditions, and allow for
    
    
    
    
    variations consistent with those known to occur without any thermal
    
    
    
    
    discharges.
    
    
    
    
              It was pointed out at the March 1970 hearing that a 58 F
    
    
    
    
    limitation, as proposed by FWPCA for migratory routes of salmonid species
    
    
    
    
    during migration, was unrealistic considering the fact that healthy mi-
    
    
    
    
    grations occur in 70 F water.  Similarly, lake water temperatures should
                                   11-19
    

    -------
    not be arbitrarily restrictive, in view of the fact that extreme tempera-
    
    
    
    ture excursions have occurred in the past by natural and artificial means,
    
    
    
    with no apparent damage to the aquatic ecology.
    
    
    
              Dr. Mount made the statement, when questioned about the natural
    
    
    
    conditions exceeding his recommendations, "that if the temperature is
    
    
    
    unacceptable, it is unacceptable whether it has been caused by the sun
    
    
    
    or man."  This should cause us to pause and consider the nature of the
    
    
    
    situation.  Because if the artificial aquatic habitat mankind has nurtured,
    
    
    
    in the lakes particularly, is truly unsuited to this climate, the concept
    
    
    
    of beneficial use of these waters by all citizens should receive prompt
    
    
                        15
    and thorough revieww According to the law, other beneficial uses should
                        vt
    
    not be placed in jeopardy because an especially delicate fishery has
    
    
    
    been developed, as Dr.  Mount suggests.
    
    
    
              Consumers Power Company is convinced that this is not the situa-
    
    
    
    tion, and based on years of experience with thermal discharges on the Great
    
    
    
    Lakes, is certain that  even greater heat loads can be added to the lakes
    
    
    
    without harming the aquatic ecology as it exists today or otherwise inter-
    
    
    
    fering with other reasonable beneficial uses.
                                   11-20
    

    -------
                                                                           470
    III.  COMPANY ENVIRONMENTAL PROGRAMS
    
    
    
    
          A.  COMPANY SURVEYS ON THE GREAT LAKES
    
    
    
    
              As mentioned earlier, concern for preserving the environment
    
    
    
    
    has historically "been the corporate policy of Consumers Power Company.
    
    
    
    
    This concern for preserving water quality in Michigan can best be demon-
    
    
    
    
    strated by describing our water quality surveillance programs conducted
    
    
    
    
    in the past several years at all our major generating stations.
    
    
    
    
              The Company has engaged the services of university and private
    
    
    
    
    consultants in all facets of the aquatic sciences, cooperated with efforts
    
    
    
    
    of state agencies, and has added technically qualified staff in this field.
    
    
    
    
    As a result of this combined effort, over 80 temperature surveys and 20
    
    
    
    
    biological surveys have been conducted to date in the cooling water dis-
    
    
    
    
    charges of the Company's seven major electrical generating sites.  Exhibit
    
    
    
    
    III-A summarizes these studies.  It should be noted the list of surveys
    
    
    
    
    shown in Exhibit III-A includes only surveys related to thermal effects
    
    
    
    
    and does not include numerous radiological and other surveys that have
    
    
    
    
    been conducted relative to water quality.
                                    III-l
    

    -------
                                                                                        471
                                                                     EXHIBIT III-A
                           WATER QUALITY SURVEILLANCE STUDIES
                               AT CONSUMERS POWER  COMPANY
                       MAJOR STEAM GENERATING  PLANTS,  1967  -  1970
    PLANT NAME
    TEMPERATURE
    SURVEY
    INFRARED
    IMAGERY SURVEY
    BIOLOGICAL
    SURVEY
    A. BY CONSUMERS POWER COMPANY
    1. J. R. Whiting
    2. D. E. Karn - J. C. Weadock
    3. Big Rock Point
    4. B. C. Cobb
    5. J. H. Campbell
    6. Palisades
    7. B. E. Morrow
    Sub Total
    B. COOPERATIVE STUDIES WITH OTHER
    UTILITIES, STATE AGENCIES AND
    UNIVERSITIES
    1. J. R. Whiting
    2. D. E. Karn - J. C. Weadock
    3. Big Rock Point
    4. B. C. Cobb
    5. J. H. Campbell
    6. Pal i sades
    7. B. E. Morrow
    Sub Total
    
    Total
    
    6
    8
    1
    8
    8
    13
    13
    57
    
    
    
    1
    0
    4
    t
    1
    1
    0
    m
    
    71
    
    i
    i
    2
    1
    2
    0
    1
    8
    
    
    
    1
    0
    0
    0
    1
    1
    0
    3
    
    II
    
    0
    1
    0
    0
    2
    1 1
    0
    11
    
    
    
    0
    0
    1
    0
    3
    3
    1
    8
    
    22
    

    -------
                                                                           472
              B. C. COBB PLANT - MUSKEGON LAKE - Beginning in 196?,  a series
    
    
    
    
    of temperature surveys have been conducted at the 531 MWe B.  C.  Cobb Plant
    
    
    
    
    on Muskegon Lake.  Most have been made during fish migratory  seasons to
    
    
    
    
    determine the plant's influence on the zone of passage in Cedar  Creek
    
    
    
    
    (North Branch Muskegon River).   These studies have demonstrated  that a
    
    
    
    
    zone of passage was maintained  in Cedar Creek from the point  of  condenser
    
    
    
    
    water discharge to Muskegon Lake.  As an example, the thermal plume ob-
    
    
    
    
    served on July IT, 19TO, is shown on Exhibits III-B,  C and D  for the sur-
    
    
    
    
    face, 2 ft depth and bottom, respectively.  Other temperature surveys have
    
    
    
    
    been conducted on Muskegon Lake and include an infrared aerial survey in
    
    
    
    
    1970.
    
    
    
    
              BIG ROCK POINT PLANT  - LAKE MICHIGAN - Since I960,  Consumers
    
    
    
    
    Power Company, in cooperation with various state agencies,  has conducted a
    
    
    
    
    routine radiological monitoring program of the biota in the vicinity of
    
    
    
    
    the 71 MWe Big Rock Point Plant on Lake Michigan near Charlevoix.  In addi-
    
    
    
    
    tion, temperature surveys have  been conducted., including two  infrared
    
    
    
    
    flights.  The surface plume observed on June 18, 1968, is shown on Ex-
    
    
    
    
    hibit III-E, as an example.
    
    
    
    
              KARN-WEADOCK PLANTS - SAGINAW BAY - A comprehensive biological
    
    
    
    
    survey has been conducted at the 1226 MWe Karn-Weadock facility on Saginaw
    
    
    
    
    Bay, which includes bottom fauna, plankton and macrophytes.  In conjunc-
    
    
    
    
    tion with the study, the results of which will be available later this
    
    
    
    
    year, extensive fish surveys were conducted in the discharge  vicinity.  In
    
    
    
    
    addition, numerous thermal plume measurements were made, including an in-
    
    
    
    
    frared aerial survey in 1970.  The thermal plume observed on August 7, 1970,
                                   III-2
    

    -------
                                                                                  473
    
                                                                    EXHIBIT III-B
    o
     (SI
        o
        xO
    
    +-   +
    
    *->   -M
    C    fi
    JO
    g
         JO
          s
            o
             CT-
    
             4-
             ,£3
             s
    

    -------
                                                                                           EXHTBIT III-C
    CQ
                             O   O
    
                              (M
    c
    0)
                                  c
                                  4)
                              J3   ,£)
                              e    a
    

    -------
                                                     EXHIBIT III-
    O   O
     rt   O
     c   c
     D   
    -------
     o       o
     -H      CO
      G
      0)
    a
    H
    £
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    0,
    04
    <
    w
    _!
    POINT NUC
    
    X
    u
    0
    Pi
    0
    S
    
    
    CO
    0)
    h
    CO 5 ^
    vo rt h S1
    O *-" O ^
    — 1 1) (\J
    d. LO O uj
    oo" g •£ 7 "rt
    ^H v c in u
    « H -3 co w
    § s 1 i
    - JS < -5
    ^ ^
    
    
    T3
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    C/3
    
    
    
    
       O
       I—)
       £
       U
       i-(
       2
    
       w
       tf
       <
       _i
    

    -------
                                                                           477
    is shown on Exhibits III-F, G and H for the surface, 2 ft and 5 ft depths,
    
    
    respectively.
    
    
              J. R. WHITING PLANT - LAKE ERIE - Since 1966 , several thermal
    
    
    plume surveys have been conducted at the 3^2 MWe J. R. Whiting Plant on
    
    
    Lake Erie, including two infrared aerial surveys this year.  The thermal
    
    
    plume observed on June IT, 1970 is shown on Exhibits III-I and J for the
    
    
    surface and 5 ft depth, respectively.
    
    
              It is not practical to include in this report the full details
    
    
    of the above studies.  However, some graphic illustrations from a few of
    
    
    the thermal surveys have been shown because they document various plume
    
    
    characteristics for different plant locations, loads and meteorological
    
    
    conditions.
    
    
          B.  J. H. CAMPBELL PLANT BIOLOGICAL AND TEMPERATURE SURVEYS
    
    
              Ten temperature and two biological surveys have been conducted
    
    
    at the Company's J. H. Campbell Plant site on Lake Michigan near Holland.
    
    
    The following information includes some of the results of these surveys.
    
    
              TEMPERATURE SURVEYS - The condenser cooling water for the J. H.
    
    
    Campbell Plant is drawn through Pigeon Lake and discharged into Lake
    
                                         1 -^-,0?^
    Michigan at a maximum rate of about ^yQQOjOOQ gpm, with an average tem-
    
    
    perature rise of about 1T°F.  The Campbell Plant has two units and is
    
    
    capable of producing 6^7 MWe.
    
    
              On July 10, 19TO, a surface water temperature survey of the
    
    
    J. H. Campbell Plant condenser cooling water discharge, as shown on Exhibit
    
    
    III-K, was made when the plant intake temperature was 66°F and the dis-
    
    
    charge temperature was 82°F.  The plant was discharging approximately
                                   III-3
    

    -------
                                                                                                     478
    
    
                                                                                        EXHIBIT III-F
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                                                                                                            479
    
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                                                                                                        482
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                                                                                                                   183
    
    
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    300,000 gpm.  Due to unfavorable lake conditions (rough water), tempera-
    
    
    
    
    ture profiles were not made.  A 15 mph north wind caused the main portion
    
    
    
    
    of the plume to travel south for approximately one mile before it dissi-
    
    
    
    
    pated.  The unusual plume configuration, shown on this exhibit, resulted
    
    
    
    
    from a change in wind direction during the preceeding 10 hour period.  At
    
    
    
    
    points 6,000 ft north and south of the discharge the temperature was 66°F
    
    
    
    
    from the shore lakeward.  The maximum offshore extent of the plume was
    
    
    
    
    approximately 1,000 ft.
    
    
    
    
              On August 26, 19TO another surface water temperature survey was
    
    
    
    
    conducted as shown on Exhibit III-L.  The plant was operating only with
    
    
    
    
    Unit #1 and was producing 2^7 MWe.  The discharge was approximately
    
    
    
    
    120,000 gpm, with intake and discharge temperatures of 7U°F and 85°F,
    
    
    
    
    respectively.  During the survey the wind was from the S-SW at about 10
    
    
    
    
    mph and the plume was traveling northward alongshore in a relatively
    
    
    
    
    narrow ban.  The maximum offshore extent of the plume was about 800 ft at
    
    
    
    
    the point of discharge.  The plume at 6,000 ft to the north was within
    
    
    
    
    1°F of the ambient lake temperature.  There was no measurable increase
    
    
    
    
    above ambient temperature, 6,500 ft to the north.
    
    
    
    
              Another surface water temperature survey was conducted, as
    
    
    
    
    shown on Exhibit III-M, on September 9> 1970.  An additional objective
    
    
    
    
    of this survey was to gather ground-truth data for an infrared imagery
    
    
    
    
    flight made on that day.  The plant load was 568 MWe and the discharge
    
    
    
    
    was approximately 300,000 gpm.  The intake temperature was 72°F and the
    
    
    
    
    discharge temperature was 89°F.  The wind was from the S-SW at speeds
                                   III-U
    

    -------
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                 486
    EXHIBIT III-M
    

    -------
                                                                           48?
    up to 5 mph.  It was evident during this survey that the plume was shift-
    
    
    
    
    ing to the north.  The northern boundary of the plume moved 500 ft further
    
    
    
    
    north in approximately 1-1/2 hours.  Near the point of discharge, where
    
    
    
    
    the surface temperature was about 88°F, the temperature at 3 ft depth was
    
    
    
    
    7^°F.  Where the surface temperature was observed to be 79°F, "the ambient
    
    
    
    
    temperature of 72°F was found at 2 ft depth.
    
    
    
    
              1968 BIOLOGICAL SURVEY - To assist Consumers Power Company in
    
    
    
    
    evaluating the impact of heated water discharges on the biota of south-
    
    
    
    
    eastern Lake Michigan, T. W. Beak Consultants Limited were retained to
    
    
    
    
    carry out a biological survey in the vicinity of the J. H. Campbell Plant.
    
    
    
    
    The survey work was carried out on August 30, 1968.  Field work was ac-
    
    
    
    
    complished by T. W. Beak Consultants Limited and a crew from the Michigan
    
    
    
    
    Department of Conservation, assisted by Consumers' technical staff.
    
    
    
    
              Eight sampling stations were selected; seven in the vicinity
    
    
    
    
    of the cooling water discharge point and one, a control, three miles
    
    
    
    
    south of .the plant.  Station locations are shown in Exhibit III-W.  Dis-
    
    
    
    
    tances and directions were measured by means of an electronic range
    
    
    
    
    finder and compass headings.  At each station, six bottom samples were
    
    
    
    
    taken by means of a Ponar dredge.  This is a clam-shell type device which
    
    
    
    
    cuts out about one-half sq ft of the bottom to a depth of 2 to 6 inches,
    
    
    
    
    depending on texture.  Samples were washed in a 30-mesh screen, to remove
    
    
    
    
    sand and mud, and preserved for shipment to the laboratory.  There, the
    
    
    
    
    benthic macroinvertebrate organisms were hand sorted, classified to major
    
    
    
    
    taxonomic groups and counted.
                                   Ill-5
    

    -------
                                                                          488
                                                      EXHIBIT III-N
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                                                                           489
              Plankton samples were collected at each station by means of an
    
    
    
    
    electric pump with a calibrated intake hose which could be lowered to the
    
    
    
    
    desired depth.  To obtain a sample, about kQ liters of water from a 5 ft
    
    
    
    
    depth were strained through a Wisconsin plankton net aboard the boat.  One
    
    
    
    
    additional sample from a 10 ft depth was taken at Station 8, where the
    
    
    
    
    water was deeper.  The concentrated plankton samples were preserved and
    
    
    
    
    sent to the laboratory for analysis.
    
    
    
    
              The lake bottom in the study area consists mainly of fine,
    
    
    
    
    loose sand, mixed with some gravel at the inshore stations.  There were
    
    
    
    
    no stable deposits of silt or organic debris.
    
    
    
    
              The prevailing movement of heated water away from the discharge
    
    
    
    
    point is northward along the coast, following the general counterclockwise
    
    
    
    
    circulation pattern in the southern basin of Lake Michigan.  The biolog-
    
    
    
    
    ical results from the control station, 3 miles south, indicate the makeup
    
    
    
    
    and density of the benthic community outside the warmwater plume.
    
    
    
    
              In order to compare the density and diversity of organisms, the
    
    
    
    
    number of general taxonomic groups found and their average numbers per
    
    
    
    
    square foot at each station were calculated.  The principal observation
    
    
    
    which can be made concerning these data is that there is very little
    
    
    
    
    difference between the animal communities in the plume and control areas.
    
    
    
    
    The dominant animal forms in both areas were midge larvae (Chironomidae)
    
    
    
    
    and scuds (Amphipoda).  The density of organisms at all inshore stations
    
    
    
    
    (kOO ft offshore) was quite similar.
    
    
    
    
              Stations 8 and 9, which were the furthest offshore, yielded
    
    
    
    
    numbers of midge larvae and scuds approaching those found at the "1/2 mile"
                                   III-6
    

    -------
    stations near South Haven, Michigan in May.   This suggests that distance
    
    
    
    
    from shore is an important factor in explaining the observed animal
    
    
    
    
    distribution.  Station 7, which was slightly closer to shore, yielded
    
    
    
    
    results similar to those at the kOO ft line.   The extreme scarcity of
    
    
    
    
    aquatic segmented worms, which are detritus feeders, probably reflects
    
    
    
    
    the absence of significant sources of organic wastes in the area.   The
    
    
    
    
    bottom fauna were found to be sparse and restricted in variety.  Two
    
    
    
    
    main factors appear to be responsible for this;  the sand bottom, which
    
    
    
    
    is not highly productive even when not mechanically disturbed and the
    
    
    
    
    shallow depth which results in bottom sediment disturbance by waves.
    
    
    
    
              On the basis of the study results,  the biological consultants
    
    
    
    
    concluded that there appeared to be no gross thermal damage to the benthic
    
    
    
    
    fauna of the main plume area at the Campbell site.
    
    
    
    
              1970 BIOLOGICAL SURVEY - To further document the effects of
    
    
    
    
    condenser water discharges into Lake Michigan, another biological survey
    
    
    
    
    was conducted in 1970 at the J. H. Campbell Plant.  The 1968 biological
    
    
    
    sampling stations and five additional offshore stations were sampled on
    
    
    
    
    August 26, 1970 for benthic organisms.  Three Ponar dredge samples were
    
    
    
    collected at each of the thirteen stations on Exhibit III-O.  The samples
    
    
    
    
    are being analyzed as they were in 1968 and the results will be available
    
    
    
    
    later this year.
    
    
    
    
              The temperature and biological studies which have been conducted
    
    
    
    
    at the J. H. Campbell Plant have shown; (l) the ecology of Lake Michigan
    
    
    
    
    in the condenser water discharge area has not been significantly affected,
    
    
    
    
    (2) wind velocity and direction influence the maximum extent and pattern
                                   III-7
    

    -------
                                              EXHIBIT
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    -------
                                                                           492
    of the thermal plume, (3) temperature profile data have shown that outside
    
    
    
    
    the immediate area of the discharge the plume is confined primarily to the
    
    
    
    
    surface waters.
    
    
    
    
          C.  PALISADES PLANT COMPREHENSIVE SURVEYS
    
    
    
    
              The Palisades Nuclear Plant, located on the eastern shoreline
    
    
    
    
    of Lake Michigan, five miles south of South Haven, Michigan, is designed
    
    
    
    
    for initial operation at 2200 MWt and 710 MWe.   The ultimate capacity is
    
    
    
    
    expected to be approximately 2600 MWt, corresponding to 845 MWe.  Con-
    
    
    
    
    denser cooling water is withdrawn through a crib intake 20 to 25 feet
    
    
    
    
    below the lake surface, about 3300 feet from shore, at a rate of 390,000
    
    
    
    
    gpm, and is discharged through a simple diverging pile structure at the
    
    
    
    
    shoreline as shown on Exhibit III-P.
    
    
    
    
              Concern about the environmental effects of the plant prompted
    
    
    
    
    Consumers Power Company to engage the serviceis of University of Michigan
    
    
    
    
    biologists to develop a study plan to detect any effects of the heated
    
    
    
    
    discharge on the aquatic biota of Lake Michigan.  The biological collec-
    
    
    
    
    tion and analysis are being done by T. W. Beak Consultants, Limited, in
    
    
    
    
    cooperation with the Michigan Department of Natural Resources.
    
    
    
    
              Temperature and biological surveys conducted at the J. H.
    
    
    
    
    Campbell Plant in 1968, as described earlier, indicated no significant
    
    
    
    
    ecological effects from that heated discharge.  The Palisades Plant, how-
    
    
    
    
    ever, is larger, and a more cautious approach of thoroughly studying its
    
    
    
    
    discharge effects was initiated to ensure that if subtle ecological
    
    
    
    
    changes take place they will be detected.
                                   Ill-8
    

    -------
             EXHIBIT III-P
    
    
    
    PALISADES  NUCLEAR  PLANT
                                                   493
    

    -------
              The biological studies at Palisades are sufficiently comprehensive
    
    
    
    
    in scope to detect, either directly or indirectly, virtually any signifi-
    
    
    
    
    cant effect on the local aquatic ecosystem attributable to the thermal
    
    
    
    
    discharge.  These studies are concentrated on the benthos, plankton,
    
    
    
    
    periphyton, fish, and, of course, temperature.
    
    
    
    
              The benthos are considered to be the most delicate indicators
    
    
    
    
    of ecological change since they are relatively sessile and cannot escape
    
    
    
    
    environmental stress conditions.  Plankton and periphyton are also good
    
    
    
    
    indicators of change, being relatively low in the food chain and only
    
    
    
    
    passively moved, and provide direct indications of nuisance conditions;
    
    
    
    
    should their populations increase drastically.   Limited fish sampling is
    
    
    
    
    conducted since, aside from being highly mobile, fish are relatively slow
    
    
    
    
    in reacting to environmental changes providing toxic conditions are not a
    
    
    
    
    factor.
    
    
    
    
              SURVEY PROCEDURES AND RESULTS - The survey area near the plant
    
    
    
    
    is shown on Exhibit III-Q and the basic fan-shaped sampling grid is
    
    
    
    
    identified.  Sampling stations were established on 1/U-, 1/2-, 1-, 2-
    
    
    
    
    and 5~mile radii on nine radial lines.  In addition, there are two control
    
    
    
    stations located near each of the cities of South Haven and Benton Harbor,
    
    
    
    
    about 7 miles north and 16 miles south of the plant site, respectively.
    
    
    
    
    The surveys began in 1968 with samples scheduled to be gathered in early
    
    
    
    
    May, late June, August and October.  The initial survey is planned to
    
    
    
    
    extend for five years.  The sampling stations are not marked in the field,
    
    
    
    
    but are accurately located by means of an electronic range finder.
                                   III-9
    

    -------
                                                             495
              EXHIBIT III-Q
    
           PALISADES PLANT
    LAKE MICHIGAN ECOLOGICAL SURVEY STATIONS
                          102       72
                              For more
                              seeChart
                         96
                         	     66
    SOUTH HAVE^I
         57
                                              PALISADES
                                                  T
                                               LEGEND
                                          • TEMPERATURE SAMPLE
                                          o BENTHOS SAMPLE.
                                          • PLANKTON SAMPLE
                                          * PERIPHVTON SAMPLE
                       Lake Michigan Beach
                                              KM.C IN MILM
    

    -------
                                                                           496
              Indicated on Exhibit III-Q is the initial basic plan for collec-
    
    
    
    
    tion of "benthos, plankton and periphyton at the various locations.  The
    
    
    
    
    basic sampling grid, not counting control stations, contains 21 stations
    
    
    
    
    for benthos, 10 for plankton and 3 for periphyton.   Some minor modifica-
    
    
    
    
    tions since the survey began included the addition of several more inshore
    
    
    
    
    benthic stations in exchange for two benthic stations at five miles, and
    
    
    
    
    the addition of several plankton and periphyton stations.   Adverse weather
    
    
    
    
    conditions have precluded the collection of a few samples, but without
    
    
    
    
    loss to the integrity of the coverage.
    
    
    
    
              "EEHTHOS - All benthos samples are collected by means of a Ponar
    
    
    
    
    dredge, as shown in Exhibit III-R^
    
    
    
    
    
    
    
    
    The bottom deposits of the study area consist of mixed gravel and coarse
    
    
    
    
    sand inshore, grading outward to medium, then fine sand, and then to fine
    
    
    
    
    sand mixed with silt at approximately two miles offshore.   At five miles
    
    
    
    
    offshore, fine sand is overlain in irregular patches by organic detritus.
    
    
    
    
              In 1968, six replicate samples of benthos were collected at
    
    
    
    
    each station, the macroinvertebrate organisms screened out and preserved
    
    
    
    
    for shipment to the laboratory.  The samples were analyzed for all benthic
    
    
    
    
    macroinvertebrate and identified to family in all cases and to genus
    
    
    
    
    wherever possible.  In addition, one sample from each station from each
    
    
    
    
    survey was analyzed and the organisms identified to species, or as close
    
    
    
    
    to species as taxonomy permitted.  The replicate samples were sufficiently
    
    
    
    
    uniform in 1968 that the procedure in 1969 was modified to collect only
    
    
    
    
    three replicates.
                                   111-10
    

    -------
        EXHIBIT III-R
    PALISADES  PLANT
    BENTHIC  SAMPLING
                                             497
    

    -------
                                                                           498
              Analysis of benthic data to assess environmental conditions
    
    
    
    
    and changes in the aquatic ecosystem can proceed along several different
    
    
    
    
    lines.  For example, indicator organisms can be selected for detailed
    
    
    
    
    study, and the relative numbers compared before and after plant operation,
    
    
    
    
    and in proximity to the plant discharge.  Such an organism representative
    
    
    
    
    of clean water conditions, and widely prevalent in Lake Michigan, might
    
    
    
    
    "be the Crustacea, amphipoda (commonly called aquatic scuds), consisting
    
    
    
    
    of the dominant species Pontoporeia affinis.  An example of the relative
    
    
    
    
    distribution of this organism is shown in Exhibit III-S for the August;
    
    
    
    
    1968 sampling period.
    
    
    
    
              Another approach would be to examine an organism that is known
    
    
    
    
    to be relatively pollution tolerant or to compare relative numbers of
    
    
    
    
    tolerant and intolerant species.  The dominant representative of tolerant
    
    
    
    
    organisms would be the oligochaeta (made up of numerous species known as
    
    
    
    
    aquatic earthworms, tubificids or sludgeworms).  The relative distribution
    
    
    
    
    of these organisms observed in August of 1968 is shown in Exhibit III-T as
    
    
    
    
    an example.
    
    
    
              The relative populations of other benthic organisms will also be
    
    
    
    
    studied and correlated, not only within the project area, but also in re-
    
    
    
    
    lation to similar data being gathered at other locations around the lake.
    
    
    
    
              Species diversity of the entire benthic community is another tool
    
    
    
    
    for assessing the influence of environmental factors and is readily adaptable
    
    
    
    
    to statistical analysis.  A crude illustration of the variation of species
    
    
    
    
    number with depth for August 1968 is shown in Exhibit III-U.  The scarcity
    
    
    
    
    of benthic organisms in the sandy, wave-swept shallows should be noted,
                                   III-ll
    

    -------
                 EXHIBIT III-S
    
               PALISADES   PLANT
    
    LAKE MICHIGAN ECOLOGICAL SURVEY STATIONS
              AMPHIPODA - AUGUST  1968
            NO OF ORGANISMS  PER FT.Z
                                             PALISADES
                                              PLANT
                     SCALE IN MILES
    

    -------
                 EXHIBIT III-T
               PALISADES  PLANT
    LAKE MICHIGAN ECOLOGICAL SURVEY STATIONS
                                                         500
           OLIGOCHAETA - AUGUST 1968
            NO. OF ORGANISMS  PER FT.2
                                            PALISADES
                                               PLANT
                    0 	 __l    2
    
                     SCALE IN MILES
    

    -------
                                                                                  501
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    -------
                                                                           502
    along with the apparent evidence that the southern control stations are
    
    
    
    
    relatively sparse and unrepresentative of the project area in this respect.
    
    
    
    
              PLAHKTON - Plankton samples are obtained by passing ^0 liters
    
    
    
    
    of water through a Wisconsin plankton net as shown in Exhibit III-V.  At
    
    
    
    
    each station, samples are collected at depths of 5, 10 and 15 feet.  G?he
    
    
    
    
    preserved samples are received at the laboratory where they are centrifuged
    
    
    
    
    and the volume of plankton concentrate measured.
    
    
    
    
              Relative changes in plankton concentrations, both within the
    
    
    
    
    project area and as related to the control sta/tions, will indicate whether
    
    
    
    
    the thermal discharge is having a substantial impact on these organisms.
    
    
    
    
    Stimulation of algae growth, such as the filamentous green algae Cladophora,
    
    
    
    
    to nuisance proportions would be so detected.  Subtle changes in relative
    
    
    
    
    numbers of the various types of plankton can only be verified through
    
    
    
    
    microscopic examination.  When the plant is in. operation, samples will be
    
    
    
    
    collected for such detailed analysis in the immediate vicinities of the
    
    
    
    
    intake and discharge.
    
    
    
    
              Typical results of the plankton concentrate analysis are shown
    
    
    
    
    in Exhibits III-W and X.  Exhibit III-W shows the seasonal succession of
    
    
    
    
    plankton concentrations at the 5 ft level one, two and five miles from
    
    
    
    
    shore.  Exhibit III-X similarly shows concentrations at 5> 10 and 15 feet
    
    
    
    
    deep at the one-mile station.  This data clearly shows the general cyclic
    
    
    
    
    nature of the phytoplankton production.  This fluctuation is typical of
    
    
    
    
    Lake Michigan in which diatom populations dominate and bloom in early
    
    
    
    
    spring and late fall.
                                   Ill-12
    

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          EXHIBIT III-V
    
     PALISADES  PLANT
    PLANKTON  SAMPLING
                                             503
    

    -------
                        EXHIBIT III-W
    
    
                    PALISADES  PLANT
    
    
                     PLANKTON SAMPLING
    
    
                           1968
                                                  504
    <
    o
    o:
    o
                              MONTH
    

    -------
                                                    505
                         EXHIBIT III-X
                    PALISADES   PLANT
                     PLANKTON  SAMPLING
                            1968
     i
    CO
    2
    CO
    z
    <
    
    -------
                                                                           506
              FERIPHYTON - Periphyton organisms are collected on artificial
    
    
    
    
    substrate, constructed of Plexiglas  plates, which are suspended from
    
    
    
    
    metal supports imbedded in concrete "blocks.  The samplers are placed in
    
    
    
    
    15 feet of water and after suitable exposure,  at least four weeks,  they
    
    
    
    
    are retrieved.  The preserved plates are sent to the laboratory where
    
    
    
    
    the periphyton scrapings from the plates are extracted with acetone and
    
    
    
    
    the amount of chlorophyll determined spectrophotometrically.
    
    
    
    
              The periphyton sampling program was beset with considerable
    
    
    
    
    difficulties in both 1968 and 1969'  Intermittent storms hampered the
    
    
    
    
    retrieval of the collection plates.  In addition, public destruction
    
    
    
    
    resulted in the loss of all but a few marker buoys.  The addition of
    
    
    
    
    several more unmarked samples to be recovered by divers has been insti-
    
    
    
    
    tuted to compensate for these problems.
    
    
    
    
              Chlorophyll analysis for the one-month exposure in May-June
    
    
    
    
    1968 yielded concentrations ranging from 0.0 to 0.0056 micrograms per
    
    
    
    
    square centimeter.  Sufficient data are not available for confident
    
    
    
    
    representation of seasonal fluctuations or other natural variations.
    
    
    
    
    Information gathered on periphyton during plant operation will be ana-
    
    
    
    lyzed primarily to detect correlation between growth and proximity tc
    
    
    
    
    the plant outfall.
    
    
    
    
              FISH - The Michigan Department of Natural Resources has provided
    
    
    
    
    the vessel used in the biological sampling program and their personnel
    
    
    
    
    have been in charge of all fish sampling and analysis.  Their sampling
    
    
    
    
    schedule calls for gill nets of various mesh sizes to be set for two 24-
    
    
    
    
    hour periods four times a year at depths of 20 feet, 40 feet and 55 feet.
                                   111-13
    

    -------
                                                                           507
    All fish captured are measured and counted, and many are scale sampled,
    
    
    
    
    sexed, and weighed.
    
    
    
    
              In addition to the gill nettings, a bag seine was used on five
    
    
    
    
    occasions in 1969 to sample fish populations along 1200 feet of shoreline
    
    
    
    
    north of the plant.  Data on offshore populations are also available for
    
    
    
    
    two dates in 1969 from the trawling efforts of the Bureau of Commercial
    
    
    
    
    Fisheries, United States Fish and Wildlife Service.
    
    
    
    
              The results of the various fish studies to date indicate that
    
    
    
    
    at least 22 species of fish live in the area, of which perch and alewives
    
    
    
    
    are most abundant.  While both yearling and adult salmonids have been
    
    
    
    
    captured, their numbers have been very small and all have been planted
    
    
    
    
    fish, as identified by their markings.
    
    
    
    
              TEMPERATURE - Lake temperatures have been measured periodically
    
    
    
    
    at various depths and locations since before the biological sampling pro-
    
    
    
    
    gram began.  The objective oif the preoperational temperature surveys has
    
    
    
    
    been to define the general natural variations that occur.  For this pur-
    
    
    
    
    pose, a series of measurements has been made approximately every month,
    
    
    
    
    weather permitting.
    
    
    
    
              A representative series of temperature profiles for 1968 is
    
    
    
    
    shown in Exhibit III-Y for a location one mile from shore.  It can be
    
    
    
    
    seen that a relatively shallow thermocline developed in the spring and
    
    
    
    
    early summer, but typically the thermocline in Lake Michigan will reach
    
    
    
    
    depths exceeding 100 feet by early fall.
    
    
    
    
              The thermal structure of Lake Michigan is a highly variable
    
    
    
    
    phenomenon and can change significantly in a relatively short period of
                                   III-
    

    -------
                                                                           508
       UJ
       J
    
       2
    
    
    
    
    
       00
       §
    
       UJ
    3  b
    
    H  2
    
    a
    ffi
    X
    W
    UJ
       u.
       e
       (O
    
       UJ
    
       O
       2
    

    -------
                                                                           509
    time as veil as from year to year.  The great influence of the shoreline
    
    
    
    
    is typified in Exhibit III-Z for April 10, 1968, at vhich time the temper-
    
    
    
    
    ature variation from shore to five miles out exceeded 13°F.  Such wide-
    
    
    
    
    spread natural temperature excursions have certainly had a major influence
    
    
    
    
    in the establishment of aquatic life populations as they exist today.
    
    
    
    
    Artificial thermal discharges to the lake, as from power plants, can and
    
    
    
    
    should "be evaluated in the context of these natural variations.
    
    
    
    
              When the Palisades Plant is in operation, the thermal discharge
    
    
    
    
    will be mapped periodically to define the extent and magnitude of its
    
    
    
    
    influence under various meteorological and natural lake conditions.
    
    
    
    
    Studies of lakeshore  currents have indicated that the buoyant thermal
    
    
    
    
    plume will flow northward about 33$ of the time, southward 23$ of the
    
    
    
    
    time and drift almost directly offshore about 38$ of the time.  The re-
    
    
    
    
    maining 6$ of the year the plume is expected to more or less remain as
    
    
    
    
    a stationary water mass nearshore.
    
    
    
    
              Data on the spatial and temporal influence of the thermal
    
    
    
    
    discharge will, when correlated with the biological data,  make possible
    
    
    
    
    an accurate assessment of the impact of plant operations on the aquatic
    
    
    
    
    ecology of Lake Michigan.
                                   111-15
    

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                                                        510
                   EXHIBIT III-Z
               PALISADES  PLANT
    LAKE MICHIGAN  ECOLOGICAL SURVEY STATIONS
        SURFACE TEMPERATURE- °F (4/10/68)
                                            PALISADES
                                              PLANT
    

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                                                                           511
    IV.   STATUS OF THERMAL DISCHARGE CONSIDERATIONS
    
    
    
    
         A.  POPULAR VIEW VERSUS TECHNICAL EVIDENCE
    
    
    
    
               Passage of the Water Quality Act of 1965?  to amend the  Federal
    
    
    
    
     Water Pollution Control Act, set into motion a widespread review  of  water
    
    
    
    
     quality criteria to be used in the standard setting  process.   For many con-
    
    
    
    
     taminants and water quality parameters the determination of the necessary
    
    
    
    
     restrictions to protect aquatic life or other beneficial uses was rather
    
    
    
    
     simple.  Agreement on standards for such things as dissolved oxygen  and
    
    
    
    
     certain toxic substances was secured rather early because of the  demon-
    
    
    
    
     strated need to control waste discharges to minimize almost certain  harmful
    
    
    
    
     effects.   Recognized pollution conditions caused by  such discharges  had
    
    
    
    
     clearly been shown.
    
    
    
    
               The situation with regard to temperature was not so well defined.
    
    
    
    
     It  was known that if heated waters were discharged into a relatively small
    
    
    
    
     body of water the local aquatic ecology would be changed.   But such  things
    
    
    
    
     as  fish kills or other adverse effects associated with such discharges
    
    
    
    
     were relatively rare, and research to determine potential damage  was con-
    
    
    
    
     sidered frivolous, under the circumstances.   Utilities around the country,
    
    
    
    
     however,  recognizing the accelerated rate at which thermal discharges
    
    
    
    
     would be made from power plants, initiated studies to attempt to  detect
    
    
    
    
     adverse effects.   In the case of the Great Lakes,  short-term studies have
    
    
    
    
     failed to show harmful effects and the long-term studies,  by their nature,
    
    
    
    
     have not  provided much definitive information to date.
    
    
    
    
               The US Department of the Interior,  because they were charged by
    
    
    
    
     Congress  to approve Water Quality Standards  has felt obliged to require
    
    
    
    
     numerical limits  to restrict thermal discharges into the Great Lakes.
                                    IV-1
    

    -------
                                                                           512
    However, until technically supportable evidence concerning harmful
    
    
    
    
    effects of such a discharge has been presented, there is no rational
    
    
    
    
    or legal basis for such a dogmatic viewpoint.  The popular view of the
    
    
    
    
    possible consequences of thermal discharges promoted by FWQA is not
    
    
    
    
    consistent with existing factual information and does not enjoy any
    
    
    
    
    broad recognition by the scientific community.,
    
    
    
    
        B.  RATIONALE FOR CONTROLLING THERMAL DISCHARGES
    
    
    
             (l)  Probable Versus "Possible" Effects
    
    
    
    
              Considerable effort has been expended, by both scientists and
    
    
    
    
    laymen,  in theorizing on the possible adverse effects of thermal discharges,
    
    
    
    
    A considerable amount of this activity has been stimulated by governmental
    
    
    
    
    pressure and the misguided urgings to set specific numerical temperature
    
    
    
    
    standards.  But a clear distinction must be made between what can be con-
    
    
    
    
    sidered  "possible effects" and what is truly probable, based on existing
    
    
    
    
    evidence and scientifically valid projections.
    
    
    
    
              It is postulated, for instance,  that there will be long-term
    
    
    
    deleterious biological effects caused by the thermal discharges from
    
    
    
    
    power plants.  Lake Michigan, as has been shown, is in no immediate danger
    
    
    
    
    of being significantly warmed by heated discharges.  The seasonal succes-
    
    
    
    
    sion of the lower aquatic life forms is so dramatic'due to natural causes
    
    
    
    
    that the relatively minor circulation through power plants could not be
    
    
    
    
    a significant factor in their overall populations.  And the fish manage-
    
    
    
    
    ment program by the Federal Government and the bordering states is evi-
    
    
    
    
    dence in itself that we are not tampering with natural ecological
    
    
    
    
    phenomena as far as fish are concerned.   There is, therefore,  no reasonable
                                   IV-2
    

    -------
                                                                           513
    basis for asserting that the existing level of thermal discharges could
    
    
    
    
    have long-term effects.
    
    
    
    
              The "White Paper" discusses at length the possible effects of
    
    
    
    
    heated water on fish, as if they were confined to these waters and would
    
    
    
    
    not naturally avoid temperatures not to their liking.  The paper describes
    
    
    
    
    very well the significant historical succession of fish species, the con-
    
    
    
    
    siderable management efforts that have been instituted to change the
    
    
    
    
    natural balance of species, and the variability of habitat and its impor-
    
    
    
    
    tance in the succession of life stages.  But on the basis of the evidence
    
    
    
    
    presented, it certainly does not follow that any significant thermal
    
    
    
    
    discharge, at any place, at any time, would jeopardize the existence or
    
    
    
    
    otherwise interfere with the population of any species of fish in Lake
    
    
    
    
    Michigan.
    
    
    
    
              Another misleading implication made in the "White Paper" is that
    
    
    
    
    if thermal discharges are eliminated, the accelerated rate of eutrophica-
    
    
    
    
    tion of Lake Michigan will be checked, even though nutrient build-up may
    
    
    
    
    continue unabated.  Such an assertion fails to recognize the relative
    
    
    
    
    causes of the existing rate of eutrophication, the insignificant warming
    
    
    
    
    of the lake caused by existing thermal discharges, the natural heat inputs
    
    
    
    
    to the lake, or the historical temperature conditions of the lake.
    
    
    
    
              The predictions that thermal discharges will cause significant
    
    
    
    
    undesirable shifts in predominance of planktonic forms of aquatic life,
    
    
    
    
    such as algae and Type E botulinum, as so dramatically identified in the
    
    
    
    
    White Paper, does not take into consideration that thermal plumes are
    
    
    
    
    transitory, self-renewing water masses and the generation times of the
                                    IV-3
    

    -------
                                                                           514
    organisms contained therein would not allow for growths that could be
    
    
    
    
    construed as proliferation.
    
    
    
    
            (2)  Priorities for Environmental Improvement
    
    
    
    
              As we all know, thermal discharges are only one result of man's
    
    
    
    
    activities that can have apparent or possible adverse effects on the en-
    
    
    
    
    vironment.  The principles of ecology would demand that priorities be
    
    
    
    
    established as to the potentially harmful effects of all forces impinging
    
    
    
    
    on man and his environment, so that manpower, economic and other resources
    
    
    
    
    can be apportioned accordingly to deal with the problems.
    
    
    
    
              This philosophy is obviously lacking in the procedures and pro-
    
    
    
    
    nouncements of the Department of the Interior regarding environmental
    
    
    
    
    problems in the Great Lakes area.  The recommendation of standards that
    
    
    
    
    would commit vast resources, to prevent imagined damage or to allay base-
    
    
    
    
    less fears predicated on unreasonably extrapolated data, is not in the
    
    
    
    
    best interests of the people or the natural environment.  There are real,
    
    
    
    
    presently existing environmental problems that deserve a higher measure
    
    
    
    
    of our attention than that presently being allotted thermal discharges.
    
    
    
    
    The easiest targets of criticism and control should not be the criteria
    
    
    
    
    for selecting the priority for dealing with environmental effects.
    
    
    
    
            (3)  Alternative Considerations and Economic Significance
    
    
    
    
                 (a) Impact of 1 F or No Heat Discharge Recommendation
    
    
    
    
              Consumers Power Company has reviewed the problems involved with
    
    
    
    
    reducing the temperature of the discharge of cooling water to 1 F over
    
    
    
    
    the ambient temperature of the receiving body of water for each of our
    
    
    
    
    plants on the Great Lakes.
                                    Tf-k
    

    -------
                                                                           515
              To do this would, in each case, require us to install closed
    
    
    
    
    loop cooling systems with evaporative cooling devices such as powered
    
    
    
    
    draft cooling, natural draft cooling, spray ponds or possibly a combina-
    
    
    
    
    tion of these.
    
    
    
              Each of these systems has its own particular disadvantage,
    
    
    
    
    but common to all of the systems would be:
    
    
    
    
              1.  A loss of unit capacity of k-6% due to increased turbine
    
    
    
    
    back pressure.  This would have to be made up with new capacity costing
    
    
    
    
    about $175AW.
    
    
    
    
              2.  A decrease in unit cycle efficiency of 2-3$ during the
    
    
    
    
    summer period.  This would increase the fuel requirements proportion-
    
    
    
    
    ately.
    
    
    
    
              3-  An increase in capital expenditures for cooling systems
    
    
    
    
    and associated changes.
    
    
    
    
              U.  A decrease in the net plant capability for pumping energy
    
    
    
    
    which would have to be made up with new plant capacity costing about
    
    
    
    
    $175/kW.
    
    
    
    
              5-  Increased maintenance cost required to maintain spray
    
    
    
    nozzles, tower fill, pumps and electrical equipment, etc.
    
    
    
    
              6.  Increased operating costs for water treatment of the
    
    
    
    
    water in the closed loop.
    
    
    
    
              7-  An increase in water evaporated and discharged to the
    
    
    
    
    atmosphere.
    
    
    
    
              8.  Possible problems with blowdown due to the concentration
    
    
    
    
    of solids because of the evaporation of water by the cooling towers.
                                    IV-5
    

    -------
                                                                           516
              9.  Possible problems with drift and fallout of condensed
    
    
    
    
    water that cannot be fully assessed until a HOdel study of each plant
    
    
    
    
    area is made.
    
    
    
    
             10.  Increased problems with insulators and other electrical
    
    
    
    
    equipment because of the increased humidity in the immediate plant area.
    
    
    
    
             11.  Problems with icing, particularly when a single unit is
    
    
    
    
    operated or when the plant is operated as a peaking plant.
    
    
    
    
              To approach compliance with such a restrictive standard for
    
    
    
    
    the plants on Lake Michigan would cost millions of dollars per year.   It
    
    
    
    
    is frequently stated that because this represents only a few percent  of
    
    
    
    
    operating revenues, it is an insignificant expenditure for environmental
    
    
    
    
    controls.  Many millions of dollars spent for any purpose cannot be con-
    
    
    
    
    sidered insignificant.  This represents a considerable amount of society's
    
    
    
    
    financial resources and should not be diverted from more deserving uses
    
    
    
    
    because of unsubstantiated fears of "thermal pollution."  Considering
    
    
    
    
    the known adverse environmental effects of artifical cooling facilities,
    
    
    
    expenditures for these devices based on arbitrary restrictions, assumed
    
    
    
    
    to protect the lake, cannot be supported under the guise of improving
    
    
    
    
    environmental quality.
    
    
    
                 (b)  Palisades Plant Alternatives
    
    
    
    
              The Company has conducted preliminary feasibility studies for
    
    
    
    
    the Palisades plant with Bechtel Corp, on three alternative systems to
    
    
    
    
    modify the possible effects of the thermal discharge on the adjacent
    
    
    
    
    inshore area.  These alternatives and a discussion of each are listed
    
    
    
    
    below.
                                    IV-6
    

    -------
                                                                            517
              Alternate I - Cooling Towers - A closed cycle cooling tower
    
    
    
    
     system has been considered which would for the most part isolate the
    
    
    
    
     plant from the lake.  This would require three structures about 75' x
    
    
    
    
     400' which would be placed to the south of the existing plant.  This
    
    
    
    
     system would utilize forced air circulation towers rather than the
    
    
    
    
     natural draft towers due to performance and site location considerations.
    
    
    
    
              The approximate engineering-procurement-construction schedule
    
    
    
    
     for this alternate is twenty (20) months.
    
    
    
    
              Alternate II - Dilution of Discharge Flow - This system would
    
    
    
    
     provide additional dilution water to the discharge structure to reduce
    
    
    
    
     the outlet temperature to 10 P higher than the plant inlet flow.  Modi-
    
    
    
    
     fications include additional (l) inlet line(s) parallel to the existing
    
    
    
    
     inlet line, (2) intake structure(s), (3) pumps, and (k) discharge struc-
    
    
    
    
     ture(s) to accommodate the approximate tripling in quantity of discharge
    
    
    
    
     flow.
    
    
    
    
              The approximate lead time for this alternate is twenty-eight
    
    
    
     (28) months.
    
    
    
    
              Alternate III - Extended Discharge Piping - This system would
    
    
    
     provide for the addition of a pump structure,  pumps and discharge pipe.
    
    
    
    
    The condenser discharge would flow to an enclosed discharge structure,
    
    
    
    
    from where it would be pumped to offshore points of discharge selected
    
    
    
    
    to minimize warm water effects along the lakeshore.   A disadvantage of
    
    
    
    
    this scheme would be the dissipation of more heat into the lake water
    
    
    
    
    and less to the atmosphere from the surface cooling effect.
    
    
    
    
              The approximate lead time for this alternate is twenty-eight
    
    
    
    (28) months.
                                    IV-T
    

    -------
                                                                           518
              An additional alternative which would be immediately available
    
    
    
    
    to reduce temperature rise, if required, would be the curtailment of plant
    
    
    
    
    power output.  Since the circulating water temperature rise across the
    
    
    
    
    condenser is an approximate linear function with respect to power, reduction
    
    
    
    
    of plant power output would reduce the temperature rise accordingly.   This
    
    
    
    
    measure could be taken at any time adverse effects are indicated and,  of
    
    
    
    
    course, could be continued until some permanent solution such as the
    
    
    
    
    alternates listed above was implemented.   A major disadvantage of this
    
    
    
    
    method would be the sacrifice of installed electrical capability during
    
    
    
    
    any periods when a power curtailment would be in effect.
    
    
    
    
              All of the various alternatives would effectively reduce the
    
    
    
    
    capability of the plant and tend to reduce the reliability of the elec-
    
    
    
    
    trical system.  Energy not available from nuclear plants must necessarily
    
    
    
    
    be supplied by older fossil-fueled generating stations that inherently
    
    
    
    
    have a greater impact on air quality.  The adverse environmental effects
    
    
    
    
    of reducing the availability and reliability of electrical energy should
    
    
    
    certainly be weighed in any decisions made to ostensively improve environ-
    
    
    
    
    mental quality.
                                    IV-8
    

    -------
                                                                           519
    V.  CONCLUSIONS
    
    
    
    
              We would restate, in concluding, that the Federal position
    
    
    
    
    regarding thermal discharges into Lake Michigan is not warranted by
    
    
    
    
    the known facts concerning such discharges, or the potential effects
    
    
    
    
    of these discharges in the foreseeable future.  Further, the vacilla-
    
    
    
    
    tion in the Federal position has interfered with rational standard
    
    
    
    
    setting.  Moreover, Consumers Power Company is profoundly disturbed by
    
    
    
    
    the misleading information which has been released on this subject and
    
    
    
    
    by the escalation of groundless fears in the minds of the public.  The
    
    
    
    
    result of these needless anxieties is even more serious coming, as it
    
    
    
    
    does, at a time of rapid growth in electrical requirements and increas-
    
    
    
    
    ing energy shortages.
    
    
    
    
              The Company is deeply involved in environmental studies to
    
    
    
    
    detect effects of thermal discharges into the Great Lakes, and is pub-
    
    
    
    
    licly committed to make corrections should damage occur.  We would urge
    
    
    
    
    the conferees to carefully consider our statement and proceed with the
    
    
    
    
    business of developing a reasonable position concerning regulation of
    
    
    
    
    thermal discharges.
                                     V-l
    

    -------
                                                            520
    
    
    
    
    
    
                      D.  H.  Brandt
    
    
    
    
              In order to meet the service requirements
    
    
    
    
    of over 1 million electric customers the company has
    
    
    
    
    constructed, owns, maintains and operates an integrated
    
    
    
    
    electric generation,  transmission and distribution system.
    
    
    
    
              Presently,  Consumers Power Company has several
    
    
    
    
    thermal electric generating installations in the Lake
    
    
    
    
    Michigan basin which  are part of this integrated network
    
    
    
    
    system.  These are the B. C. Cobb Plant on Muskegon Lake,
    
    
    
    
    the James H. Campbell Plant on Lake Michigan near Holland,
    
    
    
    
    and the Big Rock Point Nuclear Plant near Charlevoix.  On
    
    
    
    
    tributaries to Lake Michigan the company operates the
    
    
    
    
    B. E. Morrow Plant near Kalamazoo and three smaller plants
    
    
    
    
    in Kalamazoo, Battle  Creek, and Grand Rapids.  Electric
    
    
    
    
    production at the last three plants is scheduled to be
    
    
    
    discontinued in the near future as a part of the company's
    
    
    
    
    program for air quality control.
    
    
    
              Additionally,  construction has been completed
    
    
    
    on the Palisades nuclear plant directly on Lake Michigan,
    
    
    
    
    35 miles west of Kalamazoo and it is awaiting an AEC
    
    
    
    
    operating license.  Also, construction is under way on the
    
    
    
    
    Ludington pumped storage hydroelectric plant, 4 miles south
    
    
    
    
    of Ludington, which will cycle lake waters to generate power
    
    
    
    
    to meet peak system demands.
    
    
    
    
              Before proceeding with my specific comments, I
    

    -------
                                                            521
    
    
    
    
                         D. H. Brandt
    
    
    
    want to identify, for the record, my company's concern for
    
    
    
    the environment.  For more than 50 years Consumers Power
    
    
    
    Company or its predecessor companies, have demonstrated
    
    
    
    their concern with protecting Michigan's environment.  This
    
    
    
    includes careful management of more than 700 miles of river
    
    
    
    lands.  Land that was denuded by the lumber interests now
    
    
    
    
    has been replanted and made available to the general public.
    
    
    
    
    Our efforts also include application of the more effective
    
    
    
    technologies available to protect and improve the quality
    
    
    
    of air and water, such as the addition of electrostatic
    
    
    
    precipitators, conversion to gas and oil, and sponsoring
    
    
    
    research and numerous environmental studies to guide us in
    
    
    
    making decisions on these important matters.
    
    
    
              As a public utility company, Consumers Power
    
    
    
    Company has an obligation to its customers to provide
    
    
    
    adequate, reliable, and economical energy to meet
    
    
    
    their ever increasing energy requirements.  At the same
    
    
    
    time, it has an obligation to protect the environment and,
    
    
    
    whenever possible, also makes life better for the people
    
    
    
    of Michigan by developing picnic areas, campsites and other
    
    
    
    
    recreational facilities.  We are confident we can meet all
    
    
    
    of our obligations through the continued exercise of sound
    
    
    
    business judgment, consultation and guidance by technically
    
    
    
    qualified people, the application of appropriate control
    

    -------
                                                            522
                         D. H. Brandt
    
    
    
    
    technology and acting in a forthright manner on
    
    
    
    
    environmental issues.  Our responsibility to meet these
    
    
    
    
    obligations does not permit us the comfort, in today's
    
    
    
    
    social atmosphere, of refraining from comment on these
    
    
    
    
    vital issues, just because the comments may be misunder-
    
    
    
    
    stood by some people as opposition to pollution abatement,
    
    
    
    
              We have examined the Federal Water Pollution
    
    
    
    
    Control Act, as amended, the Michigan water pollution
    
    
    
    
    control statute, consulted with counsel and we have
    
    
    
    
    examined the February 19, 1968, opinion from the Michigan
    
    
    
    
    Attorneys General's office dealing with these matters.
    
    
    
    
              In view of these examinations it seems
    
    
    
    
    appropriate to draw the conferees' attention to the
    
    
    
    
    philosophy of the Federal Act and some of its provisions.
    
    
    
    
              1)  First, section l(b) of the Federal Act
    
    
    
    
    provides in part:
    
    
    
              "It is hereby declared to be the policy of
    
    
    
    
    Congress to recognize, preserve, and protect the primary
    
    
    
    
    responsibilities and rights of the States in preventing
    
    
    
    
    and controlling water pollution ..."
    
    
    
    
              MR. STEIN:  It might save a little time, when
    
    
    
    
    you get down to 1 and 2 and you talk about the Federal
    
    
    
    
    officials, whether you can be specific in your general
    

    -------
                                                            523
    
    
    
                        D. H. Brandt
    
    
    allegations that follow.
    
    
              MR. BRANDT:   Yes, sir.
    
    
              A number of Federal officials often appear to
    
    
    forget or ignore this basic policy of primacy of the
    
                        &
    State regulation in- their temperature-standard-setting
    
    
    efforts.
    
    
              2)  The setting of standards, according to
    
    
    section 10(c)(3) requires that:
    
    
              "In establishing such standards the Secretary,
    
    
    the hearing board, or the appropriate State authority shall
    
    
    take into consideration their use and value for public
    
    
    water supplies, propagation of fish and wildlife,
    
    
    recreational purposes, and agricultural, industrial and
    
    
    other legitimate uses."
    
    
              Too many Federal officials and others have
    
    
    ignored this requirement to take into consideration all
    
    
    legitimate uses of interstate waters.  Instead, they consider
    
    
    exclusively the propagation of fish and wildlife.  The Act
    
    
    obviously requires a balancing of interests and forbids
    
    
    the all-too-prevalent approach of considering other uses
    
    
    of the waters only to the extent that such uses will not
    
    
    limit or interfere in any way with propagation of fish
    
    
    and wildlife.
    
    
              3)  The legislative history of the Federal Act
    

    -------
                                                             524
    
    
    
    
    
    
                        D. H. Brandt
    
    
    
    shows that Congress rejected the principle of effluent
    
    
    
    standards.  This rejection resulted in a statute which
    
    
    
    
    did not —
    
    
    
              MR. STEIN:  I take it, Mr. Brandt, that you
    
    
    
    did not want to accept the opportunity of being specific,
    
    
    
    
    and we will get to those general statements as they come
    
    
    
    up.
    
    
    
              Thank you.  Go on.
    
    
    
              MR. BRANDT:  Mr. Chairman, they will be in the
    
    
    
    body of the report; the specifics will be in there, sir.
    
    
    
              MR. STEIN:  All right, go on.
    
    
    
    
              MR. BRANDT:  This rejection resulted in a statute
    
    
    
    which did not confer upon the Secretary of the Interior the
    
    
    
    power to promulgate or enforce effluent standards.
    
    
    
    Nevertheless, at the last meeting of this conference a
    
    
    
    "policy" announcement of two Assistant Secretaries  of the
    
    
    
    Interior was made which sought to have effluent standards
    
    
    
    imposed on Lake Michigan.  Such standards would not be
    
    
    
    enforceable and standards to be meaningful must be
    
    
    
    enforceable.
    
    
    
              4)  Section 10(g) of the Federal Act provides
    
    
    
    that before any enforcement action can be undertaken there
    
    
    
    must be pollution which is endangering the health or
    
    
    
    welfare of persons.  As the Michigan Attorney General's
    

    -------
                                                            525
    
    
    
    
    
    
                        D. H. Brandt
    
    
    
    
    office has pointed out, "The danger must be real and
    
    
    
    
    immediate."  Too many of the proposals regarding thermal
    
    
    
    
    discharge limitations deal not with real and immediate
    
    
    
    
    danger to the health or welfare of persons, but a possible
    
    
    
    
    danger to some aquatic life.  These proposals are
    
    
    
    
    predicated on extremely long-range predictions regarding the
    
    
    
    
    use of Lake Michigan waters by electric utilities.
    
    
    
    
              5)  Sections 10(c)(5) and 10(h) of the Federal
    
    
    
    
    Act both contain provisions concerning court action on
    
    
    
    
    pollution.  Where standards are involved the court will
    
    
    
    
    make a complete review of the standards pertaining to the
    
    
    
    
    alleged violation, and the court must give due consideration
    
    
    
    
    to the practicability and to the physical and economic
    
    
    
    
    feasibility of complying with standards or otherwise securing
    
    
    
    
    abatement of proved pollution.  In the words of the
    
    
    
    
    Michigan Attorney General's office:
    
    
    
              " ... the government must prove that it is
    
    
    
    
    physically and economically feasible to abate the
    
    
    
    particular pollution complained of, that it is in the
    
    
    
    
    public interest to so abate the pollution and that it
    
    
    
    
    is equitable to do so.  In view of these considerations,
    
    
    
    
    the court must find not only that the pollution exists as
    
    
    
    
    defined in the statute, but that it is economically feasible,
    
    
    
    
    physically possible, and equitable to order its abatement.
    

    -------
                                                           526
    
    
    
    
    
                        D. H. Brandt
    
    
    
    ... it certainly would be an anomaly to require States
    
    
    
    to adopt standards for water quality or to take measures
    
    
    
    in the abatement of pollution if such standards of water
    
    
    
    
    quality are not enforceable in a suit brought by the U.S.
    
    
    
    
    Government.  It would seem that it was the Congressional
    
    
    
    intent to require the states to adopt standards of water
    
    
    
    quality, which if not adhered to would be enforceable in a
    
    
    
    suit brought by the U.S."
    
    
    
              Consumers Power Company has on numerous
    
    
    
    occasions endeavored to make clear its concern for the
    
    
    
    environment.  Our management has publicly stated that if a
    
    
    
    plant ±s found to be harmful to the environment the company
    
    
    
    will act promptly to correct the situation.  Furthermore,
    
    
    
    this commitment is included in the Orders of Determination
    
    
    
    issued by the Michigan Water Resources Commission for all
    
    
    
    recently authorized electric generating facilities.  The
    
    
    
    company also believes that unnecessary equipment should
    
    
    
    not be required or built simply because of unsubstantiated
    
    
    
    anxiety that adverse conditions might exist.  To install
    
    
    
    such equipment without first establishing the need for it
    
    
    
    would constitute an unnecessary burden on the financial
    
    
    
    resources of our economy without achieving a meaningful
    
    
    
    contribution to environmental quality.
    
    
    
              I agree with Representative Craig Hosmer,
    

    -------
                                                            527
                         D. H. Brandt
    
    
    
    Republican from California, when he said:
    
    
    
              "Environmental protection does not necessarily
    
    
    
    mean sending the world back to whence it came to be
    
    
    
    refurbished in its original pristine condition, nor does
    
    
    
    it involve turning off air conditioners, abolishing
    
    
    
    the automobile and uninventing the wheel.  Rather the
    
    
    
    solution lies in achieving a satisfactory accommodation
    
    
    
    between the demands of the environment and of social
    
    
    
    benefits of technology."
    
    
    
              This Enforcement Conference, prior to its
    
    
    
    May 7, 1970, meeting, was reported to have made progress
    
    
    
    by reaching an agreement between the conferees on April 16,
    
    
    
    
    1970, on a uniform procedure for the establishment of
    
    
    
    monthly maximum temperatures.  The so-called 1-degree
    
    
    
    policy statement made at the opening of the May 7 conference
    
    
    
    and the "white paper" belatedly issued for this conference,
    
    
    
    are not in our opinion, of sufficient value to warrant
    
    
    
    much attention on the part of the conferees.
    
    
    
              The 1-degree statement clearly goes beyond reason
    
    
    
    as well as the intent of Congress.  The "white paper,"
    
    
    
    drafted over a 4-month period, fails to take into account
    
    
    
    the technical data gained through years of experience with
    
    
    
    existing thermal electric generating plants on the Great
    
    
    
    
    Lakes.  Scientific studies and actual observations of
    

    -------
                                                            52:8
    
    
    
    
    
                         D. H. Brandt
    
    
    
    
    existing heated discharges in Lake Michigan, conducted by
    
    
    
    
    the staff of the Michigan Water Resources Commission and
    
    
    
    
    other qualified groups, have documented on numerous
    
    
    
    
    occasions that these plants have been operating many
    
    
    
    
    years without demonstrable adverse effects to the aquatic
    
    
    
    
    environment.  These and other studies being made on the
    
    
    
    
    basis of data obtained from actual field observations warrant
    
    
    
    
    careful attention of the conferees.  PWQA is now proposing;
    
    
    
    
    to subject all electric generating plants to temperature
    
    
    
    
    standards predicated on theories misapplied because of
    
    
    
    
    inadequate recognition of natural ecological factors.
    
    
    
    
              Site studies made at existing plants along the
    
    
    
    
    Great Lakes should be evaluated before subjecting them to
    
    
    
    
    temperature standards which may require millions of
    
    
    
    dollars of capital expenditure because past studies and
    
    
    
    
    present surveillance programs offer no evidence that these
    
    
    
    waters require greater protection.
    
    
    
              Gentlemen, we ask that you continue on your way
    
    
    
    
    to reaching conclusions supported by the law rather than
    
    
    
    
    emotion, and fact rather than fancy.  We are confident
    
    
    
    you will reach conclusions which will adequately protect
    
    
    
    
    all of the legitimate uses of this natural resource for
    
    
    
    
    future generations.
    
    
    
    
              Other individuals who Consumers Power Company has
    

    -------
                                                            529
                        J.  Z. Reynolds
    
    
    
    
    asked to present information to this workshop are Dr.
    
    
    
    John Z. Reynolds and two representatives of the firm of
    
    
    
    
    Sargent and Lundy Engineers, Mr. A. P. Aschoff and Mr.
    
    
    
    Robert W. Patterson.
    
    
    
              At this time I would like to call on Dr.
    
    
    
    
    Reynolds.
    
    
    
    
    
    
    
    
              STATEMENT OP JOHN Z. REYNOLDS,
    
    
    
              ENVIRONMENTAL SURVEILLANCE COORDINATOR,
    
    
    
              CONSUMERS POWER COMPANY, JACKSON, MICHIGAN
    
    
    
    
    
    
    
    
              DR. REYNOLDS:  Mr. Chairman, conferees, ladies
    
    
    
    and gentlemen, my name is John Z. Reynolds.  I am the
    
    
    
    
    Environmental Surveillance Coordinator for Consumers Power
    
    
    
    Company.
    
    
    
              In recognition of a need for data collected from
    
    
    
    systematic surveillance, and for an expanded research effort
    
    
    
    on thermal discharges, electric utilities around Lake
    
    
    
    Michigan have launched an unprecedented effort to determine
    
    
    
    the effects of these discharges.  Some of the studies of
    
    
    
    Consumers Power Company will be described in detail later.
    
    
    
    It would be appropriate at this point, however, to summarize
    
    
    
    the results of the various studies to date and how they relate
    
    
    
    to the issue of establishing a basis for setting
    

    -------
                                                           530
                       J. Z. Reynolds
    
    
    
    meaningful temperature standards, or otherwise limiting
    
    
    
    thermal discharges.
    
    
    
              Thermal discharges into the Lake Michigan basin
    
    
    
    have existed at numerous locations for many years.   Most
    
    
    
    of these have been studied to determine their physical
    
    
    
    behavior under various conditions and some have been
    
    
    
    studied to detect any related biological effects.
    
    
    
              It has been observed in all cases that discharges
    
    
    
    that are warmer than the ambient waters are buoyant and tend
    
    
    
    
    to spread into relatively thin layers on the surface.  Mixing
    
    
    
    of the thermal discharge with the adjacent waters causes
    
    
    
    some entrainment into the plume.  The relative amount of
    
    
    
    entrainment is primarily a function of the velocity
    
    
    
    conditions and the density differences at the interface.
    
    
    
    Theoretically, the least amount of mixing would occur
    
    
    
    when the temperature differentials are greatest and when
    
    
    
    the relative velocities are smallest.
    
    
    
              With any degree of entrainment, the resulting
    
    
    
    mixed fluid will still be less dense than the ambient
    
    
    
    
    waters, and cause the combined volume to be buoyant.  The
    
    
    
    commonly observed plume therefore tends to float on the
    
    
    
    surface of the lake until the excess heat has been
    
    
    
    dissipated to the atmosphere.
    
    
    
              The "white paper" purports to make a case that
    

    -------
                                                            531
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    
    a large proportion of the heat from a thermal discharge
    
    
    
    
    is effectively mixed with the lake to accumulate and result
    
    
    
    
    in unacceptably high temperatures.  We would like to cite
    
    
    
    
    just a few examples of the misleading way technical
    
    
    
    
    reports were abstracted in the paper to document the case.
    
    
    
    
              It was quoted that Hope et al (1968) "concluded,
    
    
    
    
    on the basis of work at a Lake Monona (Wisconsin) power
    
    
    
    
    plant, that surface heat losses were about 5 percent of the
    
    
    
    
    heat discharged by the power plant; the remaining 95 percent
    
    
    
    
    was dissipated by dilution with lake water."  It was not
    
    
    
    
    stated, however, that this result was based on analysis
    
    
    
    
    of a discharge, contained by a baffle, from 2 days of
    
    
    
    
    field data on January 25 and 26, 1967, during a period of
    
    
    
    
    significant atmospheric warming.  It might also be noted
    
    
    
    
    that these researchers concluded from the results of 22
    
    
    
    
    field surveys during the remainder of the year that "power
    
    
    
    
    production increases of less than 100 percent will have a
    
    
    
    
    negligible effect on ... lake temperatures."
    
    
    
    
              Work by Palmer (1969) was cited as supporting the
    
    
    
    
    notion that excess heat diffuses into the lake, as
    
    
    
    
    opposed to any significant atmospheric losses occurring.
    
    
    
    
    Our review of the paper failed to identify any point that
    
    
    
    
    would support this view.  His studies of a cooling water
    
    
    
    
    discharge into Lake Ontario showed "that the warmer water
    

    -------
                                                            53;?
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    stays near the surface and the shore.  The subsurface cooling
    
    
    
    water had acquired lake temperature by 4,000 feet while the;
    
    
    
    
    surface cooling water (was) still 4  degrees F. warmer
    
    
    
    than the lake water at 4,000 feet."  Model studies were
    
    
    
    cited that assumed no atmospheric heat transfer,  to simplify,
    
    
    
    in a conservative way, the mathematical predictions.
    
    
    
              Similarly, work by Sundaram et al.,  (1969) was
    
    
    
    cited where they "concluded that the heated discharge of
    
    
    
    the proposed Bell Nuclear Station on Cayuga Lake  (New York)
    
    
    
    would increase the average surface temperature of this
    
    
    
    
    66.4-square-mile lake about .7 degrees F."  The Sundaram
    
    
    
    
    report, however, went on to note that, "for a  given amount
    
    
    
    of heat that is discharged into the lake, the  far-field
    
    
    
    effects will be greater if the discharge temperatures were
    
    
    
    close to the ambient lake surface temperatures than if
    
    
    
    the discharge temperatures were significantly  higher than
    
    
    
    the ambient lake surface temperatures, since in the latter
    
    
    
    case a greater fraction of the total heat can  be  lost to the
    
    
    
    atmosphere directly than in the former case."
    
    
    
              Benedict's (1970) shoreline discharge model of the
    
    
    
    Campbell plant and Pritchard-Carpenter Consultants (1969
    
    
    
    
    and 1970) computations for Toledo Edison were  cited in the
    
    
    
    "white paper" as further support that the "assumption of
    
    
    
    little or no waste heat loss to the atmosphere is
    

    -------
                                                            533
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    reasonable, at least during a great deal of the annual
    
    
    
    temperature cycle."  In both cases the assumption that
    
    
    
    surface heat loss was limited was arbitrarily made to
    
    
    
    simplify the model.  No evidence is given or even implied
    
    
    
    by the original authors that this was a realistic
    
    
    
    
    assumption.
    
    
    
              It is not realistic, or even honest, to use
    
    
    
    such model studies to support such a viewpoint, when much
    
    
    
    field data, from actual installations, are available that
    
    
    
    can be used for this purpose.
    
    
    
              No evidence has been presented of which we are
    
    
    
    aware that the physical presence of a thermal plume on
    
    
    
    Lake Michigan has interferred with or otherwise caused
    
    
    
    injury to any beneficial use of the waters.  In fact, the
    
    
    
    areas of heated discharge are often observed to appeal to
    
    
    
    swimmers, since the lake waters are normally too cold for
    
    
    
    comfortable water contact activities.
    
    
    
              Researchers evaluating the results of biological
    
    
    
    studies that have been conducted in the vicinities of
    
    
    
    thermal discharges in Lake Michigan have similarly
    
    
    
    concluded that no adverse effects have occurred as a
    
    
    
    
    result of this use of the waters.  Electric utilities,
    
    
    
    consultants, universities and governmental agencies have
    
    
    
    been unable to document significant biological effects
    

    -------
                                                            534
    
    
    
    
    
                        J.  Z.  Reynolds
    
    
    
    outside of the localized influences on fish that prefer
    
    
    
    
    or avoid the region of increased temperature.   Fishing
    
    
    
    
    in the vicinities of thermal discharges has been observed
    
    
    
    to be favored for the greater portion of the year,  even for
    
    
    
    some of the so-called cold water, heat sensitive species.
    
    
    
              Consumers Power Company has maintained parking
    
    
    
    areas in the vicinities of some of the plant discharges to
    
    
    
    facilitate access for fishermen and others. We have
    
    
    
    received requests from the Pish Division and the Bureau of
    
    
    
    Water Management of the Michigan Department of Natural
    
    
    
    Resources to provide more facilities to accommodate the
    
    
    
    
    public because of the "recreation potential in year-round
    
    
    
    
    fishing" in these areas.
    
    
    
              The only reference in the "white paper" purporting
    
    
    
    actual evidence of harmful effects of a thermal
    
    
    
    discharge into Lake Michigan concerns an alleged fish kill
    
    
    
    at the Consumers Power Company Campbell Plant  on August
    
    
    
    29, 1968.  While it was indicated that a drop  in temperature
    
    
    
    due to natural upwelling may have been a major factor
    
    
    
    resulting in the conditions observed, the paper does not
    
    
    
    give any indication of the scope of the adverse condition
    
    
    
    noted.
    
    
    
              The observations were made by John Robinson,
    
    
    
    Aquatic Biologist, employed by the Michigan Water Resources
    

    -------
                                                            535
                       J .  Z.  Reynolds
    
    
    
    Commission.  He stated that the water temperature at the
    
    
    
    point of discharge was 64.4 degrees P. and that the
    
    
    
    temperature dropped in a short distance to 59 degrees F.
    
    
    
    and then gradually declined to the ambient of 50 degrees P.
    
    
    
    in one-half mile.  This is the lowest temperature
    
    
    
    recorded at the plant  for any day in August since the plant
    
    
    
    has been in operation, and occurred only a few days after
    
    
    
    a water intake temperature of 76 degrees F. had been
    
    
    
    observed.
    
    
    
              Mr. Robinson noted that there were live catfish
    
    
    
    and carp near the discharge and schools of alewives in the
    
    
    
    area.  Some dead alewives were observed, but no estimates
    
    
    
    were made of the numbers involved.  The only other dead
    
    
    
    fish reported were a catfish and/or carp approximately
    
    
    
    every 150 feet along 1 mile of shoreline.  This amounts to
    
    
    
    a total of about 35 fish.  Apparently no sport fish were
    
    
    
    involved.  Mr. Robinson concluded that the fish affected
    
    
    
    were apparently indigenous to the long cooling water
    
    
    
    discharge canal and that the very unusual combination of
    
    
    
    natural temperature fluctuations was partly responsible for
    
    
    
    their condition.  It has been reported that this phenomenon
    
    
    
    
    of rapid natural temperature variations has caused fish to
    
    
    
    be in distress at other locations, around the Great Lakes.
    
    
    
    
              At the recommendation of the conferees of the
    

    -------
                                                            536
    
    
    
    
    
                        J. Z. Reynolds
    
    
    
    Lake Michigan Enforcement Conference in 1968, an interagency
    
    
    
    
    Committee on Nuclear Power Plant Waste Disposal was formed
    
    
    
    which reported to the conferees in November 1968.  They
    
    
    
    stated:
    
    
    
              "The effects of localized temperature increases
    
    
    
    on the aquatic life in Lake Michigan- are impossible to
    
    
    
    predict from the limited information available.  Only  a
    
    
    
    few observations have been made to date of the effects
    
    
    
    of existing thermal discharges on Lake Michigan biota.
    
    
    
    However, laboratory investigations and observations else-
    
    
    
    where  suggest that increase in temperature can result in
    
    
    
    damage to the aquatic environment."
    
    
    
              The committee recommended with regard to thermal
    
    
    
    discharges that:
    
    
    
              "Coordinated study of the thermal effects on water
    
    
    
    quality and aquatic life of one or more fossil fuel plants
    
    
    
    now discharging cooling water to Lake Michigan, and of various
    
    
    
    methods of cooling water dispersion be undertaken by
    
    
    
    FWPCA," and "FWPCA coordinate a comprehensive study of the
    
    
    
    effects on water quality and aquatic life of thermal wastes
    
    
    
    from a large nuclear power plant on Lake Michigan, with
    
    
    
    attention to various methods of cooling water dispersion."
    
    
    
              It is apparent that the Federal Water Quality
    
    
    
    Administration has not carried out either recommendation of
    

    -------
                                                            537
                        J.  Z.  Reynolds
    
    
    
    the committee inasmuch as no notice has been made of such
    
    
    
    
    comprehensive studies by FWQA.  Fortunately, even before
    
    
    
    
    the committee's report, the electric utilities around Lake
    
    
    
    
    Michigan were concerned about the early detection of any
    
    
    
    
    possible adverse effects that thermal discharges might
    
    
    
    
    cause.  These companies instituted comprehensive studies on
    
    
    
    
    their own or in cooperation with the appropriate State
    
    
    
    
    agencies.  The scope and methodology of these studies are
    
    
    
    
    such that it can be assured that, if harmful effects are
    
    
    
    
    caused, they will be detected.
    
    
    
    
              The previously mentioned report of the Committee
    
    
    
    
    on Nuclear Power Plant Waste Disposal to the conferees of
    
    
    
    
    the Lake Michigan Enforcement Conference included the
    
    
    
    
    following comment on thermal discharges into Lake Michigan;
    
    
    
    
              "In spite of the known adverse effects which
    
    
    
    
    temperature change can have on aquatic life, it is not
    
    
    
    certain that they will occur in the unique environment of
    
    
    
    Lake Michigan.  Much of the shoreline is seldom inhabited by
    
    
    
    aquatic animals because the bottom materials consist of
    
    
    
    
    shifting sand.  There are rocky shoals that support game
    
    
    
    
    fish population.  Whether or not local increases In
    
    
    
    
    temperatures will accelerate the eutrophication of Lake
    
    
    
    
    Michigan is uncertain at present.  It is tempting to
    
    
    
    
    speculate on this, but only intensive long-term studies
    

    -------
                                                            538
                        J. Z. Reynolds
    
    
    
    will reveal the facts.  Local increases in algal growth
    
    
    
    very probably will develop if sufficient nutrients are
    
    
    
    available, since biological activity is greater in
    
    
    
    warmer than in cooler water.  The magnitude of these
    
    
    
    increases must be known before there can be evaluation of
    
    
    
    the potential problem."
    
    
    
              Then, after discussing the relative merits of low
    
    
    
    or high velocity, and offshore or onshore discharges, the
    
    
    
    committee reported that:
    
    
    
              "A recommendation that one or the other (type of
    
    
    
    discharge) be routinely required for all power plants would
    
    
    
    have to be supported by firm information on damages to
    
    
    
    water quality and uses that would result from failure to
    
    
    
    require such devices.  Available information on potential
    
    
    
    damages does not provide a basis for such a position at
    
    
    
    this time.  Such information can be obtained through
    
    
    
    studies by aquatic biologists of areas in Lake Michigan
    
    
    
    where large fossil fuel plants presently discharge large
    
    
    
    quantities of cooling water."
    
    
    
              To our knowledge the biological data that have been
    
    
    
    
    compiled since the committee's report have failed to
    
    
    
    substantiate any significant biological effects.
    
    
    
              It is also interesting to note that in the same
    
    
    
    report after computing the total heat input into Lake Michigan
    

    -------
                                                            539
    
    
    
    
    
                          D.  H.  Brandt
    
    
    
    
    from existing and proposed power plants, the committee
    
    
    
    concluded that "there is a minimum need for immediate
    
    
    
    concern over the effect of temperatures on the lake as a
    
    
    
    whole."  They went on to say that the probable long-range
    
    
    
    effects deserve consideration.  We agree there may be
    
    
    
    some future point at which the effects of substantial
    
    
    
    additional thermal discharges might cause significant
    
    
    
    effects for the lake as a whole.  We demonstrate our
    
    
    
    concurrence with their observation that the possible local
    
    
    
    effects are of more practical and immediate concern in that
    
    
    
    our ecological investigations are largely oriented to
    
    
    
    detect such influences of thermal discharges.
    
    
    
              Mr. Chairman, Mr. Brandt will continue with this
    
    
    
    report.
    
    
    
              MR. BRANDT:  Mr. Chairman, at this point we would
    
    
    
    like to take a few moments to review with the conferees
    
    
    
    the sequence of events experienced in the State of Michigan
    
    
    
    in setting temperature standards for Lake Michigan and for
    
    
    
    the other waters of Michigan.
    
    
    
              We start off with — it was a recommendation of
    
    
    
    
    the National Technical Advisory Committee that I would like
    
    
    
    to refer to first in the so-called "green book," quote,
    
    
    
    "On February 27, 1967, the Secretary of the Interior
    
    
    
    established the first National Technical Advisory Committee
    

    -------
                        D. H. Brandt
    
    
    
    on Water Quality Criteria to the Federal Water Pollution
    
    
    
    
    Control Administration.  The committee's principal function
    
    
    
    was to collect into one volume a basic: foundation of water
    
    
    
    quality criteria."
    
    
    
              As described in the introduction to the report
    
    
    
    of the National Technical Advisory Committee on Water Quality
    
    
    
    Criteria dated April 1968:
    
    
    
              "The committee was concerned about several issues
    
    
    
    relating to water quality standards for the control and
    
    
    
    
    abatement of water pollution.  Foremost among these is the
    
    
    
    lack of adequate knowledge concerning many of the quality
    
    
    
    characteristics upon which criteria arid, hence, standards
    
    
    
    should be based.  The unknowns still outweigh the knowns.
    
    
    
    Complicating factors in setting standards are varying
    
    
    
    natural conditions affecting water quality, such as climate,
    
    
    
    geography, and geology of a specific location.  The
    
    
    
    committee does not want to be dogmatic in recommending these
    
    
    
    criteria.  They are meant as guidelines only, to be used in
    
    
    
    conjunction with a thorough knowledge of local conditions,,
    
    
    
    Further, it is anticipated that future research will
    
    
    
    provide considerable basis for refinements in the
    
    
    
    
    recommendations."
    
    
    
              "The committee recognizes that the protection of
    
    
    
    water quality for legitimate uses requires far more than
    

    -------
                          D. H. Brandt
    
    
    
    scientific information.  There is an urgent need for data
    
    
    
    collected from systematic surveillance of waters and
    
    
    
    waste sources and for an expanded research effort."
    
    
    
              While the committee observed that for lakes the
    
    
    
    situation is complex and cannot be specified in simple
    
    
    
    
    terms, their recommendation for both warm and cold water
    
    
    
    lakes was that the temperature of the e^ilimnion should
    
    
    
    
    not be raised more than 3 degrees P. by the addition of heat
    
    
    
    of artificial origin.  They further qualified that position
    
    
    
    in the case of warm waters saying that, "In those areas
    
    
    
    where important organisms are most likely to be adversely
    
    
    
    affected (the temperature) should not be raised more than
    
    
    
    3 degrees P. above that which existed before the addition
    
    
    
    of heat of artificial origin."  The committee members
    
    
    
    clearly implied that they felt temperatures in excess of
    
    
    
    3 degrees P. within a mixing zone were of no special
    
    
    
    significance unless, of course, it could be demonstrated
    
    
    
    that harmful effects would occur.
    
    
    
              It should be pointed out that while the committee
    
    
    
    made no specific reference to mixing zones with regard to
    
    
    
    freshwater organisms, in discussing criteria for marine
    
    
    
    and estuarine organisms it was stated that the suggested
    
    
    
    temperatures were to apply outside of mixing zones, which
    
    
    
    would be related to required zones of passage.  The situation
    

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                                                            542
    
    
    
    
    
    
                         D. H. Brandt
    
    
    
    regarding heated discharges into very large lakes, such
    
    
    
    
    as Lake Michigan, would be comparable to ocean discharges
    
    
    
    in this respect.
    
    
    
    
              The committee  could be criticized, however,
    
    
    
    for not making a distinction between mixing zones involving
    
    
    
    temperature and those that would involve contaminating
    
    
    
    substances.  They stated, in effect, that dilution flows
    
    
    
    should be very large to limit the area of mixing.  While
    
    
    
    this would be generally true for contaminating substances
    
    
    
    which would remain in the water body, discharge of heated
    
    
    
    waters involving buoyancy effects and dissipation of heat
    
    
    
    to the atmosphere complicates the task of defining
    
    
    
    
    mixing and zones of passage.  The significance of the
    
    
    
    configuration of the mixing zone or its dimensions can
    
    
    
    only be based on Individual site considerations and the
    
    
    
    nature of the aquatic life or other beneficial uses to be
    
    
    
    protected.
    
    
    
              Now, in the past 3 years there has been an ongoing
    
    
    
    effort to obtain approval of the Michigan water temperature
    
    
    
    standards.  We would like to take a moment to touch
    
    
    
    on a few significant exchanges in that regard.
    
    
    
             Initally in the State of Michigan, in accordance
    
    
    
    with the Federal Water Pollution Control Act, as amended
    
    
    
    by the Water Quality Act of 1965, the Governor of the State
    

    -------
                                                            543
    
    
    
    
    
    
                        D. H. Brandt
    
    
    
    of Michigan wrote to the Secretary of Health, Education,
    
    
    
    and Welfare on December 17, 1965, that it was the intent of
    
    
    
    the State to adopt criteria applicable to interstate waters
    
    
    
    under the authority of Act 245, Public Acts of 1929, as
    
    
    
    amended.  The Michigan statute declares to be unlawful
    
    
    
    the discharge of any substance   "which is or may become
    
    
    
    injurious to public health, commercial, industrial,
    
    
    
    agricultural, recreational or other uses which are being
    
    
    
    or may be made of such waters; or which is or may become
    
    
    
    injurious to the value or utility of riparian lands; or
    
    
    
    which is or may become injurious to livestock, wild animals,
    
    
    
    birds, fish, aquatic life or plants or the growth or
    
    
    
    propagation thereof be prevented or injuriously affected;
    
    
    
    or whereby the value of fish and game is or may be destroyed
    
    
    
    or impaired."
    
    
    
              Section 5 of the Act declares in part:
    
    
    
              "The Commission (Michigan Water Resources
    
    
    
    Commission) shall establish such pollution standards for
    
    
    
    lakes, rivers, streams and other waters of the state in
    
    
    
    relation to the public use to which they are or may be put,
    
    
    
    as it shall deem necessary."
    
    
    
    
              In June 1967, water temperature standards for the
    
    
    
    Great Lakes were adopted by the Michigan Water Resources
    
    
    
    Commission and submitted by the State to the Federal
    

    -------
                         D. H. Brandt
    
    
    
    
    Government for approval.  It reads as follows:
    
    
    
              "For the Great Lakes and connecting waters no
    
    
    
    heat load In sufficient quantity to create conditions which
    
    
    
    are or may become injurious to the public health, safety,
    
    
    
    or welfare; or which are or may become injurious to domestic,
    
    
    
    commercial, industrial, agricultural, recreational or other
    
    
    
    uses which are being or may be made of such waters; or
    
    
    
    which are or may become injurious to the value or utility of
    
    
    
    
    riparian lands; or which are or may become injurious to
    
    
    
    livestock, wild animals, birds, fish or aquatic life or the
    
    
    
    growth or propagation thereof."
    
    
    
    
              The Federal action following that:  Even though
    
    
    
    the temperature standards adopted by the Michigan Water
    
    
    
    Resources Commission in 1967 appeared to contain all the
    
    
    
    necessary restrictions defined in the Federal Water Pollution
    
    
    
    Control Act, and met the constitutional requirement that
    
    
    
    beneficial uses unrelated to any injury could not be
    
    
    
    prohibited, the Secretary of the Interior did not approve
    
    
    
    
    them.
    
    
    
              Then, on October 23, 1969, H. W. Boston, Regional
    
    
    
    Director of the Federal Water Pollution Control
    
    
    
    
    Administration, U. S. Department of the Interior, sent to
    
    
    
    R. W. Purdy, Executive Secretary of the Michigan Water
    
    
    
    Resources Commission, a proposed Lake Michigan temperature
    

    -------
                        D. H. Brandt
    
    
    
    Standard, stating, "This standard is the result of a
    
    
    
    comprehensive review of temperature and aquatic life data
    
    
    
    for Lake Michigan conducted by the National Water Quality
    
    
    
    Laboratory in Duluth."
    
    
    
              ... Slide ...
    
    
    
    
              The recommendations for monthly maximum surface
    
    
    
    
    temperature in degrees P. were:  January, 50; February, 50;
    
    
    
    
    March, 50; April, 50; May, 55; June, 70; July, 85; Augusts,
    
    
    
    85; September, 85; October, 85; November, 70; December, 55.
    
    
    
              No recommendations were made regarding the
    
    
    
    definition of mixing zones and the only comments on discharge
    
    
    
    areas were related to the possibility of fish kills and
    
    
    
    the blockage of tributaries supporting anadromous fish.
    
    
    
              State action:  On February 17, 1970, Carlos
    
    
    
    Fetterolf, Supervisor of the Water Quality Appraisal
    
    
    
    
    Section, Michigan Water Resources Commission, reported to
    
    
    
    the Commission that his staff had explored the reasons
    
    
    
    for disapproval of the Michigan temperature standards by
    
    
    
    the Federal Government.  He then submitted new standards
    
    
    
    for consideration.
    
    
    
              The principal changes for the Great Lakes involved
    
    
    
    substitution of a 5 degree F. temperature rise limitation
    
    
    
    and the setting of monthly maximum temperature values otit-
    
    
    
    side of mixing zones to be defined by the Michigan Water
    

    -------
                                                      546
                   D. H. Brandt
    
    
    
    
    Resources Commission.  Lake Michigan was divided into
    
    
    
    northern and southern sectors at Pentwater, Michigan.  No
    
    
    
    
    increase would be allowed greater than 5 degrees F. nor
    
    
    
    any temperature above 80 or 85 degrees F. for the
    
    
    
    
    northern and southern sectors, respectively.
    
    
    
    
              He reaffirmed the MWRC staff position that mixing
    
    
    
    
    zones should be established based on individual site
    
    
    
    
    conditions and stated further that Dr. Mount of the FWPCA
    
    
    
    Duluth Laboratory had questioned the advisability of
    
    
    
    
    subjecting mixing zones to formula identification.
    
    
    
    
    Apparently some FWPCA representatives had informally
    
    
    
    
    suggested that formulas would be appropriate.
    
    
    
    
              The MWRC scheduled a public hearing for March 19..
    
    
    
    1970, to review the staff recommendations.  In the meantime,
    
    
    
    however, the staff felt that approval from FWPC,. could
    
    
    
    be expedited by complying with their further request for
    
    
    
    numerical monthly temperature maximums for the Great
    
    
    
    Lakes, and by adding some general considerations as to
    
    
    
    
    philosophy of regulation.
    
    
    
              The proposed monthly temperature limitations for
    
    
    
    the southern sector of Lake Michigan, for instance, in
    
    
    
    
    degrees F. were: —
    
    
    
              ... Slide ...
    
    
    
              MR. STEIN:  Let's have the lights on, please.
    

    -------
                                                            547
    
    
    
    
    
                         D. H. Brandt
    
    
    
              MR. MAYO:  What page are you leading to,
    
    
    
    Mr. Brandt?
    
    
    
              MR. BRANDT:  This would be 11-13, sir, at the top
    
    
    
    of the page.
    
    
    
              January, 50; February, 50; March, 60; April, 65;
    
    
    
    May, 75; June, 85; July, 85; August, 85; September, 85;
    
    
    
    October, 70; November, 60; December, 50.
    
    
    
              The maximum temperature limit for the northern
    
    
    
    sector would be 80 degrees F.
    
    
    
              Federal action:  Representatives of FWPCA
    
    
    
    testified at the public hearing on March 19, 1970, at which
    
    
    
    time they presented an edited copy of the proposed State
    
    
    
    regulations.  They suggested striking any reference that
    
    
    
    mixing zones be related to the value of aquatic life and
    
    
    
    physical characteristics of the receiving water body, and
    
    
    
    all qualifying statements as to the extent of adverse
    
    
    
    effects.  It was suggested that mixing zones be defined by
    
    
    
    formula but should not exceed 1 mile in radius.
    
    
    
              They further suggested that the Great Lakes be
    
    
    
    separated into lossely defined open waters and inshore
    
    
    
    waters.  For Lake Michigan the recommended temperature
    
    
    
    limits for open waters in degrees F. were:
    
    
    
              ... Slide ...
    
    
    
              January, 42; February, 37; March, 37; April, 44;
    

    -------
                                                            548
    
    
    
    
    
    
                        D. H. Brandt
    
    
    
    
    May, 53; June, 65; July, 71; August, 74;  September, 72;
    
    
    
    
    October, 65; November, 54; December, 50.
    
    
    
              It was pointed out at the hearing by Mr. Purdy of
    
    
    
    MWRC that these suggested limits are exceeded, due to
    
    
    
    natural causes, on a regular basis.
    
    
    
    
              Consumers Power Company has collected a
    
    
    
    considerable amount of temperature data from two power
    
    
    
    plants on Lake Michigan that are somewhat representative of
    
    
    
    lake temperatures.  One, the Big Rock Point plant, has
    
    
    
    an intake that is located 1,450 feet from shore at a depth of
    
    
    
    approximately 25 feet and would be subject somewhat to
    
    
    
    stratification influences.  The range of maximum daily
    
    
    
    
    average temperatures for each month for a 6-year period
    
    
    
    of record are shown on Exhibit II-A (See  P.462), as are
    
    
    
    the temperature  limitations proposed in March 1970.  It
    
    
    
    should be noted that for 7 of the 12 months during this
    
    
    
    short period of record, the natural intake temperatures
    
    
    
    equaled or exceeded the limitations proposed by PWPCA for
    
    
    
    
    open waters in Lake Michigan.
    
    
    
              The J. H. Campbell plant intake is located on
    
    
    
    Pigeon Lake into which Lake Michigan water flows.  Prom a
    
    
    
    temperature standpoint the intake is indicative of "inshore"
    
    
    
    conditions, though some recirculation from the discharge
    
    
    
    occurs periodically.  The range of maximum daily average
    

    -------
                                                            549
    
    
    
                         D. H. Brandt
    
    
    
    temperatures for each month for a 6-year period of record
    
    
    
    is shown on Exhibit II-B (See P. 463), with the proposed
    
    
    
    temperature limitations for open and inshore waters.
    
    
    
    For several months the maximum daily average temperature
    
    
    
    exceeded the proposed FWPCA limitations for every year of
    
    
    
    record.  In 3 months the proposed limit was exceeded by
    
    
    
    over 10 degrees F. which would be difficult to account for
    
    
    
    by considering the maximum effect of recirculated
    
    
    
    discharge from the plant.
    
    
    
              FWPCA representatives further recommended that a
    
    
    
    3 degree F. temperature rise outside the mixing zone be
    
    
    
    the limitation for Lake Michigan.
    
    
    
              Their testimony supported the MWRC staff proposal
    
    
    
    that the water resources be protected for the "optimum
    
    
    
    use by fish, wildlife and other aquatic life," without
    
    
    
    mention of other beneficial uses.  They further
    
    
    
    recommended that "at no place in a mixing zone shall the
    
    
    
    96-hour median tolerance limit (96 hr. TL ) to aquatic
                                             m
    
    
    life be exceeded."  The recommendation did not define
    
    
    
    what aquatic life was to be protected.  No explanation or
    
    
    
    justification for such a restrictive limitation,  was
    
    
    
    given.
    
    
    
              Qn April 10, 1970, F. T. Mayo of the FWPCA
    
    
    
    regional office submitted additional recommendations.  The
    

    -------
                                                            550
    
    
    
    
    
                         D. H. Brandt
    
    
    
    suggested monthly maximum temperature limits for La,ke
    
    
    
    Michigan inshore waters in degrees P. were:  January, 42;
    
    
    
    
    February, 37; March, 37; April 44; May, 53; June, 65; July,
    
    
    
    
    72; August, 77; September, 75; October, 65; November, 54;
    
    
    
    December, 50.
    
    
    
    
              It was further recommended that mixing zones
    
    
    
    
    should not include waters within 600 feet of shore.
    
    
    
              State action:  After the March 1970, hearing,
    
    
    
    the MWRC released the results of a study consisting of
    
    
    
    approximately 24,000 temperature readings from eight Lake
    
    
    
    Michigan water intakes in Michigan which are unaffected by
    
    
    
    heated discharges and over 300 shoreline temperatures from
    
    
    
    twenty swimming beach stations.   This study was initiated
    
    
    
    after consultation with Federal Water Quality
    
    
    
    Administration representatives.
    
    
    
              At a meeting in Ann Arbor, Michigan, on April 16,
    
    
    
    1970, it was agreed by the Lake Michigan Enforcement
    
    
    
    conferee representatives that the States and FWQA would
    
    
    
    tabulate existing temperature data for Lake Michigan.  The
    
    
    
    90th percentile value to be determined fron. this data would
    
    
    
    then serve to establish monthly maximum temperature
    
    
    
    limitations.  This information would be the basis for
    
    
    
    discussions at the Executive Session of the Lake Michigan
    
    
    
    Enforcement Conference scheduled to be held in Chicago on
    

    -------
                                                            551
    
    
    
    
    
    
                           D. H. Brandt
    
    
    
    
    May 7, 1970.
    
    
    
              Federal action:  The meeting in Chicago on May
    
    
    
    
    7, 1970, although scheduled as an executive session, actually
    
    
    
    became a public hearing.  The following statement issued by
    
    
    
    
    Carl L. Klein and Leslie Glasgow, Assistant Secretaries of
    
    
    
    the Interior, was read before the Lake Michigan Enforcement
    
    
    
    Conference:
    
    
    
              "The minimum possible waste heat shall be
    
    
    
    added to the waters of Lake Michigan.  In no event will
    
    
    
    heat discharges be permitted to exceed a 1 degree P. rise
    
    
    
    
    over ambient (existing temperature) at the point of
    
    
    
    discharge.  This will preclude the need for mixing zones."
    
    
    
              This declaration effectively negated the
    
    
    
    substantial efforts of the State conferees and the
    
    
    
    staff of FWQA, during the previous months, to resolve
    
    
    
    differences in concepts and to secure a reasonable basis for
    
    
    
    temperature standards.
    
    
    
              State action:  The MWRC requested FWQA to provide
    
    
    
    written clarification of the policy statement issued by
    
    
    
    Carl L. Klein and Leslie Glasgow, and scientific documentation
    
    
    
    which would show the need for such a strict policy.
    
    
    
              On September 18, 1970, the MWRC expressed its
    
    
    
    support of a revised set of temperature standards, as
    
    
    
    
    recommended by the staff.  Their proposed maximum monthly
    

    -------
                                                            51)2
    
    
    
    
    
    
                      D. H. Brandt
    
    
    
    
    temperature standards for the open waters of the
    
    
    
    
    southern sector of Lake Michigan in degrees P. are as
    
    
    
    
    follows:  January, 35; February, 35; March, 39; April, 49;;
    
    
    
    
    May, 57; June, 67; July, 74; August, 76; September, 73;
    
    
    
    
    October, 64; November, 54; December, 43.
    
    
    
    
              Similarly, the proposed standards for the inshore
    
    
    
    
    waters of this sector in degrees P. are:  January, 38;
    
    
    
    
    February, 38; March, 42; April, 54; May, 63; June, 78; Jul.y,
    
    
    
    
    82; August, 82; September, 80; October, 70; November, 60;
    
    
    
    
    December, 48.
    
    
    
    
              The maximum temperature limit proposed for the
    
    
    
    
    inshore waters of the northern sector of Lake Michigan is
    
    
    
    
    76 degrees P.
    
    
    
    
              The proposed temperature standards for inshore
    
    
    
    waters are based on the 90th percentile, adjusted for 3
    
    
    
    degrees P. increase at the edge of the mixing zone.
    
    
    
              This recitation of exchanges between the Department
    
    
    
    
    of the Interior and the MWRC has been primarily for the
    
    
    
    
    purpose of illustrating the confusion that prevails
    
    
    
    
    concerning the adoption of temperature standards.  The
    
    
    
    
    sincere and honest efforts of many who have worked
    
    
    
    
    to develop reasonable temperature standards, based on
    
    
    
    
    technical evidence, .have been repeatedly destroyed by
    
    
    
    
    inconsistent and confused pronouncements and recommendations
    

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                                                            553
    
    
    
                           D. H. Brandt
    
    
    
    
    by others.
    
    
    
              It is the philosophy of the Federal Water
    
    
    
    Pollution Control Act to assure that all waters will be
    
    
    
    equally protected for all legitimate uses.  Propagation
    
    
    
    of fish and wildlife is one of those legitimate uses.
    
    
    
    
    Utilization by industry is another one.  This is
    
    
    
    particularly true for those rivers and lakes where
    
    
    
    either or both of these uses are already established.
    
    
    
    Industry must not be allowed to pollute a body of water and
    
    
    
    destroy the fish and wildlife that exist.  Similarly,
    
    
    
    propagation of fish and wildlife must not be such as to
    
    
    
    destroy or pose intolerable burdens upon the industries
    
    
    
    that utilize the waters.  We believe it is possible to set
    
    
    
    
    standards that will satisfy both requirements.
    
    
    
              In view of this, we objected to several
    
    
    
    statements and suggestions made by the representatives of
    
    
    
    FWPCA at the March 19, 1970, MWRC hearing regarding
    
    
    
    thermal discharges, effects, and regulations.
    
    
    
              Their basic rationale, as stated by Dr. Donald
    
    
    
    Mount of the National Water Quality Laboratory, Duluth,
    
    
    
    Minnesota, that "when protecting aquatic life we normally
    
    
    
    protect the waters for all beneficial uses," and their
    
    
    
    suggestion that the 96-hour median temperature tolerance
    
    
    
    limit to aquatic life not be exceeded at any point is
    

    -------
                          D. H. Brandt
    
    
    
    meaningless unless related to specific aquatic life to be
    
    
    
    protected.
    
    
    
    
              Dr. Mount's statement that "fishes are repelled
    
    
    
    by temperatures that are unacceptably high during the
    
    
    
    summer months and, therefore, these pose no particular
    
    
    
    problem except that the habitat available is reduced in
    
    
    
    area," is clearly inconsistent with the PWPCA position
    
    
    
    taken at the same meeting that at no point should
    
    
    
    temperatures exceed values that have been shown to cause
    
    
    
    
    detrimental effects in confined laboratory conditions.
    
    
    
              Likewise, a rigid definition of lake mixing
    
    
    
    zones based solely on a rate of discharge, as they
    
    
    
    suggested, does not recognize either the potential effects
    
    
    
    of thermal discharges on aquatic life or a beneficial-use
    
    
    
    concept.  Dr. Mount's brief statement; that "every mixing
    
    
    
    zone should be defined geographically," oversimplifies
    
    
    
    the ecological complexity of the waters involved, as does
    
    
    
    the FWPCA recommendation that uniform temperature limits
    
    
    
    should be imposed on each of the Great Lakes.
    
    
    
              Dr. Mount was concerned that fish residing in
    
    
    
    warm-water effluents during the winter be protected in case
    
    
    
    
    the plant must be shut down.  The fish that are most likejly
    
    
    
    to inhabit this relatively small area would not find
    
    
    
    the normally cold lake temperatures suitable.  As such, these
    

    -------
                                                      555
    
    
    
    
    
                   D. H. Brandt
    
    
    
    warm-water areas provide for greater diversity of fish
    
    
    
    
    habitat for the lake as a whole, and, although these fish
    
    
    
    might be temporarily adversely affected by plant shutdown,
    
    
    
    
    the natural populations should not be significantly
    
    
    
    
    affected.
    
    
    
    
              Similarly, the importance of maintaining the
    
    
    
    
    "normal daily fluctuations" for the Great Lakes has been
    
    
    
    
    overstated in the various proposed standards, in view of
    
    
    
    the great natural temperature fluctuations that occur from
    
    
    
    day to day.  This situation is described in the "white
    
    
    
    paper" and it well documented in the records of the staff
    
    
    
    of the MWRC and others.
    
    
    
    
              While the FWPCA concept in March 1970, of
    
    
    
    differentiating between inshore waters and open waters
    
    
    
    is ecologically sound, the definition set forth by FWPCA
    
    
    
    
    was not complete enough to allow for confident prediction
    
    
    
    of these limits, either spatially or temporally.  They
    
    
    
    stated simply that, "Inshore waters are those waters which
    
    
    
    are affected by tributary stream plumes (other than connecting
    
    
    
    channels), near shore thermal bars, natural shore erosion,
    
    
    
    or bottom sediment resuspended by wave action.  Waters not
    
    
    
    
    defined as inshore waters would be considered as open waters."
    
    
    
              The "white paper" now defines the inshore zone
    

    -------
                                                            556
    
    
    
    
    
    
                         D. H. Brandt
    
    
    
    as, "That volume of water which lies between the shoreline
    
    
    
    and the 100-foot depth contour," and includes what is called
    
    
    
    a "beach water zone, a sub-area that extends from the
    
    
    
    shoreline out to the 30-foot depth contour."  This vacillation
    
    
    
    in establishing basic definitions does not facilitate efforts
    
    
    
    to set standards.
    
    
    
              Whether for inshore or open waters, any
    
    
    
    temperature regulations should reflect naturally-occurring
    
    
    
    conditions, and allow for variations consistent with
    
    
    
    those known to occur without any thermal discharges.
    
    
    
              It was pointed out at the March 1970, hearing that
    
    
    
    a 58-degree P. limitation, as proposed by FWPCA for migratory
    
    
    
    routes of salmonid species during migration, was
    
    
    
    unrealistic considering the fact that healthy migrations
    
    
    
    occur in 70-degree P. water.  Similarly, lake water
    
    
    
    temperatures should not be arbitrarily restrictive, in vlev
    
    
    
    of the fact that extreme temperature excursions have
    
    
    
    occurred in the past by natural and artificial means,
    
    
    
    with no apparent damage to the aquatic ecology.
    
    
    
              Dr. Mount made the statement, when questioned
    
    
    
    about the natural conditions exceeding his recommendations,
    
    
    
    "That if the temperature is unacceptable, it is
    
    
    
    unacceptable whether it has been caused by the sun or man."
    
    
    
    
    This should cause us to pause and consider the nature of
    

    -------
                                                            557
    
    
    
                         J* Z% Reynolds
    
    
    
    
    the situation.  Because if the artificial aquatic habitat
    
    
    
    mankind has nurtured, in the lakes particularly, is truly
    
    
    
    unsuited to this climate, the concept of beneficial use
    
    
    
    of these waters by all citizens should receive prompt
    
    
    
    and thorough review if, according to law, other beneficial
    
    
    
    uses should not be placed in Jeopardy because an especially
    
    
    
    delicate fishery has been developed, as Dr. Mount suggests.
    
    
    
              Consumers Power Company is convinced that
    
    
    
    this is not the situation, and based on years of
    
    
    
    
    experience with thermal discharges on the Great Lakes, is
    
    
    
    certain that even greater heat loads can be added to the
    
    
    
    lakes without harming the aquatic ecology as it exists
    
    
    
    
    today or otherwise interfering with other reasonable
    
    
    
    beneficial uses.
    
    
    
              Dr. Reynolds will now speak about the environmental
    
    
    
    programs that the company has conducted and is conducting
    
    
    
    at the present time.
    
    
    
              DR. REYNOLDS:  As mentioned earlier, concern for
    
    
    
    preserving the —
    
    
    
              MR. STEIN:  Dr. Reynolds, how long will this
    
    
    
    paper continue, for another hour?  How long do you expect
    
    
    
    to have?
    
    
    
    
              DR. REYNOLDS:  Don, do you have the time on
    
    
    
    this?
    

    -------
                                                            558
    
    
    
    
    
    
                        J.  Z.  Reynolds
    
    
    
    
              MR. STEIN:  That we have left on the paper.
    
    
    
    
              DR. REYNOLDS:   How much time do you estimate we
    
    
    
    
    have left?
    
    
    
    
              MR. PETERSEN:   Forty-five minutes on this part
    
    
    
    
    of the presentation and another 45 minutes after that.
    
    
    
    
              MR. STEIN:  Let's recess for 10 minutes.
    
    
    
    
              (Short recess.)
    
    
    
    
              MR. STEIN:  Let's reconvene.
    
    
    
    
              Would you continue?
    
    
    
    
              DR. REYNOLDS:   Mr. Chairman, before I proceed,
    
    
    
    
    on section  II, page 20, I would like to correct a typographi-
    
    
    
    
    cal error for the record.
    
    
    
    
              The second paragraph, the last sentence where it
    
    
    
    
    starts out, "According to the —" there should have been
    
    
    
    an, "If, according to the law."
    
    
    
    
              MR. STEIN:  Where is that?
    
    
    
    
              Would you give us the citation again, please?
    
    
    
    
    Let's have the page.
    
    
    
    
              DR. REYNOLDS:   Page 20, section II.
    
    
    
    
              MR. STEIN:  Where do you want the "if"?
    
    
    
    
              DR. REYNOLDS:   In the second paragraph the last
    
    
    
    
    sentence where it starts out, "According to the law."
    
    
    
    
              MR. STEIN:  Where do you want the "if"?
    
    
    
    
              DR. REYNOLDS:  Start out the sentence, "If
    

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                                                            559
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    according to the law, other beneficial uses should not
    
    
    
    be placed in jeopardy because an especially delicate fishery
    
    
    
    has been developed, as Dr. Mount suggests."
    
    
    
    
              MR. STEIN:  I know I went to these effete
    
    
    
    English schools, but that isn't a sentence the way you
    
    
    
    
    changed it.
    
    
    
              DR. REYNOLDS: I am sorry, that shouldn't be a
    
    
    
    new sentence, that should be a comma.
    
    
    
              MR. STEIN:  How do you want that now?
    
    
    
              DR. REYNOLDS:  A comma where the period went
    
    
    
    before that sentence, insert "if" and make that a small "a"
    
    
    
    and go ahead.
    
    
    
              O.K.?
    
    
    
              MR. STEIN:  O.K.  Let's go on.
    
    
    
              DR. REYNOLDS:  As mentioned earlier, concern for
    
    
    
    preserving the environment has historically been the
    
    
    
    corporate policy of Consumers Power Company.  This concern
    
    
    
    for preserving water quality in Michigan can best be
    
    
    
    demonstrated by describing our water quality surveillance
    
    
    
    programs conducted in the past several years at all our
    
    
    
    major generating stations.
    
    
    
              The company has engaged the services of
    
    
    
    university and private consultants in all facets of the
    
    
    
    aquatic sciences, cooperated with efforts of State agencies,
    

    -------
                                                            560
                       J.  Z.  Reynolds
    
    
    
    and has added technically-qualified staff in this field.
    
    
    
    As a result of this combined effort, over 80 temperature
    
    
    
    surveys and 20 biological surveys have been conducted to
    
    
    
    date in the cooling water discharges of the company's
    
    
    
    seven major electrical generating sites.  Exhibit III-A
    
    
    
    
    summarizes these studies.  (See P. 471)  It should be noted
    
    
    
    
    the list of surveys shown in Exhibit III-A includes only
    
    
    
    surveys related to thermal effects and does not include
    
    
    
    numerous radiological and other surveys that have been
    
    
    
    conducted relative to water quality.
    
    
    
              Beginning in 1967, a series of temperature
    
    
    
    surveys have been conducted at the 531 MWe B. C. Cobb
    
    
    
    plant on Muskegon Lake.  Most have been made during
    
    
    
    fish migratory seasons to determine the plant's influence
    
    
    
    on the zone of passage in Cedar Creek (North branch
    
    
    
    Muskegon River).  These studies have demonstrated that a
    
    
    
    zone of passage was maintained in Cedar Creek from the point
    
    
    
    of condenser water discharge to Muskegon Lake.  As an
    
    
    
    example, the thermal plume observed on July 17, 1970, is shown
    
    
    
    on Exhibits III-B, C,  and D (See  p.. 473, W, *»75) for the
    
    
    
    surface, 2-foot depth and bottom, respectively.  Other
    
    
    
    temperature surveys have  been conducted on Muskegon Lake
    
    
    
    
    and include an infrared aerial survey in 1970.
    
    
    
              Since I960,  Consumers Power Company, in cooperation
    

    -------
                                                            561
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    
    with various State agencies, has conducted a routine
    
    
    
    
    radiological monitoring program of the biota in the vicinity
    
    
    
    
    of the 71 MWe Big Rock Point plant on Lake Michigan near
    
    
    
    
    Charlevoix.  In addition, temperature surveys have been
    
    
    
    
    conducted, including two infrared flights.  The surface
    
    
    
    
    plume observed on June 18, 1968, is shown on Exhibit
    
    
    
    
    III-E, as an example.  (See P. 476)
    
    
    
    
              A comprehensive biological survey has been
    
    
    
    
    conducted at the 1226 MWe Karn-Weadock facility on Saginaw
    
    
    
    
    Bay, which includes bottom fauna, plankton and macrophytes.
    
    
    
    
    In conjunction with the study, the results of which will
    
    
    
    
    be available later this year, extensive fish surveys were
    
    
    
    
    conducted in the discharge vicinity.  In addition, numerous
    
    
    
    
    thermal plume measurements were made, including an infrared
    
    
    
    
    aerial survey in 1970.  The thermal plume observed on
    
    
    
    
    August 7, 1970, is shown on Exhibits III-F, G, and H (See
    
    
    
    
    p.  478, 479, and 480) for the surface, 2-foot and 5-foot
    
    
    
    
    depths, respectively.
    
    
    
    
              Since 1966, several thermal plume surveys have
    
    
    
    
    been conducted at the 342 MWe J. R. Whiting plant on Lake
    
    
    
    
    Erie, including two infrared aerial surveys this year.
    
    
    
    
    The thermal plume observed on June 17, 1970, is shown on
    
    
    
    
    Exhibits III-I and J (See  p. 481, 482) for the surface
    
    
    
    
    and 5-foot depth, respectively.
    

    -------
                                                            562
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
              It is not practical to include in this report the
    
    
    
    full details of the above studies.  However, some graphic
    
    
    
    illustrations from a few of the thermal surveys have
    
    
    
    been shown because they document various plume characteristics
    
    
    
    for different plant locations, loads and meteorological
    
    
    
    conditions.
    
    
    
              Ten temperature and two biological surveys
    
    
    
    have been conducted at the company's J. H. Campbell plant
    
    
    
    
    site on Lake Michigan near Holland.  The following
    
    
    
    information includes some of the results of these surveys.
    
    
    
              Temperature surveys:  The condenser cooling
    
    
    
    
    water for the J. H. Campbell plant is drawn through
    
    
    
    Pigeon Lake and discharged into Lake Michigan at a maximum
    
    
    
    rate of about 300,000 g.p.m., with an average temperature
    
    
    
    rise of about 17 degrees P.  The Campbell plant has two
    
    
    
    units and is capable of producing 64? MWe.
    
    
    
              On July 10, 1970, a surface water temperature
    
    
    
    survey of the J. H. Campbell plant condenser cooling water
    
    
    
    
    discharge, as shown on Exhibit III-K (See P.483), was
    
    
    
    made when the plant intake temperature was 66 degrees P. and
    
    
    
    the discharge temperature was 82 degrees F.  The plant was
    
    
    
    
    discharging approximately 300,000 g.p.m.  Due to
    
    
    
    unfavorable lake conditions  (rough water), temperature
    
    
    
    
    profiles were not made.  A 15 m.p.h. north wind caused the
    

    -------
                                                            563
                          J. Z. Reynolds
    main portion of the plume to travel south for approximately
    1 mile before it dissipated.  The unusual plume
    configuration, shown on this exhibit, resulted from a change
    in wind direction during the preceding 10-hour period.
    At points 6,000 feet north and south of the discharge the
    temperature was 66 degrees P. from the shore lakeward.  The
    maximum offshore extent of the plume was approximately
    1,000 feet.
              On August 26, 1970, another surface water
    temperature survey was conducted as shown on Exhibit
    III-L.  (See P. 485)  The plant was operating only with
    Unit No. 1 and was producing 247 MWe.  The discharge was
    approximately 120,000 g.p.m. with intake and discharge
    temperatures of 74 degrees F. and 85 degrees P., respect-
    ively.  During the survey the wind was from the S-SW at
    about 10 m.p.h. and the plume was traveling northward
    alongshore in a relatively narrow ban.  The maximum
    offshore extent of the plume was about 800 feet at the
    point of discharge.  The plume at 6,000 feet to the north
    was within 1 degree F of the ambient lake temperature.
    There was no measurable increase above ambient
    temperature, 6,500 feet to the north.
              Another surface water temperature survey was
    conducted, as shown on Exhibit III-M (See P. 486), on
    September 9, 1970.  An additional objective of this
    

    -------
                                                           564
                       J.  Z.  Reynolds
    
    
    
    survey was to gather ground-truth data for an infrared
    
    
    
    
    imagery flight made on that day.  The plant load was 568
    
    
    
    Me and the discharge  was approximately 300,000 g.p.m.  The
    
    
    
    intake temperature was 72 degrees P. and the discharge
    
    
    
    temperature was 89 degrees P.  The wind was from the S-SW
    
    
    
    at speeds up to 5 m.p.h.   It was evident during this
    
    
    
    survey that the plume  was shifting to the north.  The
    
    
    
    northern boundary of the  plume moved 500 feet further
    
    
    
    north in approximately 1  1/2 hours.  Near the point of
    
    
    
    discharge, where the surface temperature was about 88
    
    
    
    degrees P., the temperature at 3-ft. depth was 7^ degrees
    
    
    
    
    P.  Where the surface  temperature was observed to be
    
    
    
    79 degrees P., the ambient temperature  of 72 degrees P.
    
    
    
    was found at 2-ft. depth.
    
    
    
              1968 biological survey:  To assist Consumers
    
    
    
    Power Company in evaluating the impact of heated water
    
    
    
    discharges on the biota of southeastern Lake Michigan,
    
    
    
    T. W. Beak Consultants Limited were retained to
    
    
    
    carry out a biological survey in the vicinity of the J.
    
    
    
    H. Campbell plant.  The survey work was carried out on
    
    
    
    August 30, 1968.  Field work was accomplished by T. W.
    
    
    
    Beak Consultants Limited  and a crew from the Michigan
    
    
    
    
    Department of Conservation, assisted by Consumers'
    
    
    
    
    technical staff.
    

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                                                           565
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
              Eight sampling stations were selected; seven in
    
    
    
    the vicinity of the cooling water discharge point and
    
    
    
    one, a control, 3 Biles south of the plant.  Station
    
    
    
    locations are shown in Exhibit III-N.  (See P.488)
    
    
    
    Distances and directions were measured by means of an
    
    
    
    electronic range finder and compass headings.  At each
    
    
    
    station, six bottom samples were taken by means of a Ponar
    
    
    
    
    dredge.  This is a clam-shell type device which cuts
    
    
    
    about 1/2 sq. ft. of the bottom to a depth of 2 to 6 inches,
    
    
    
    depending on texture.  Samples were washed in a 30-mesh
    
    
    
    screen, to remove sand and mud, and preserved for shipment
    
    
    
    
    to the laboratory.   There the benthic macroinvertebrate
    
    
    
    organisms were hand-sorted, classified to major taxonomic
    
    
    
    groups and counted.
    
    
    
              Plankton samples were collected at each station
    
    
    
    by means of an electric pump with a calibrated intake
    
    
    
    hose which could be lowered to the desired depth.  To obtain
    
    
    
    a sample, about 40 liters of water from a 5-ft. depth were
    
    
    
    strained through a Wisconsin plankton net aboard the boat.
    
    
    
    One additional sample from a 10-ft. depth was taken at
    
    
    
    station .8, where the water was deeper.  The concentrated
    
    
    
    plankton samples were preserved and sent to the laboratory
    
    
    
    for analysis.
    
    
    
              The lake bottom in the study area consists mainly
    

    -------
                                                            566
                        J.  Z.  Reynolds
    
    
    
    of fine, loose sand, mixed with some gravel at the inshore
    
    
    
    stations.  There were no stable deposits of silt or organic
    
    
    
    debris.
    
    
    
              The prevailing movement of heated water away
    
    
    
    from the discharge point is northward along the coast, fol-
    
    
    
    
    lowing the general counterclockwise circulation pattern in
    
    
    
    the southern basin of Lake Michigan.  The biological
    
    
    
    results from the control station, 3 miles south, indicate
    
    
    
    the makeup and density  of the benthic community outside
    
    
    
    the warm-water plume.
    
    
    
              In order to compare the density and diversity
    
    
    
    of organisms, the number of general taxonomic groups found
    
    
    
    and their average numbers  per square foot at each station
    
    
    
    were calculated.  The principal observation which can be
    
    
    
    made concerning these data is that there is very little
    
    
    
    difference between the  animal communities in the plume
    
    
    
    and control areas.  The dominant animal forms in both areas
    
    
    
    were midge larvae (Chironomidae) and scuds (Amphipoda).
    
    
    
    
    The density of organisms at all inshore stations
    
    
    
    (400 ft. offshore) was  quite similar.
    
    
    
              Stations 8 and 9 which were the furthest offshore
    
    
    
    yielded numbers of midge larvae and scuds approaching those
    
    
    
    found at the 1/2-mi. stations near South Haven, Michigan,
    
    
    
    
    in May.  This suggests  that distance from shore is an
    

    -------
                                                            567
    
    
    
    
    
    
                        J. Z.  Reynolds
    
    
    
    
    important factor in explaining the observed animal
    
    
    
    distribution.  Station 1,  which was slightly closer to
    
    
    
    shore, yielded results similar to those at the 400-ft. line,
    
    
    
    The extreme scarcity of aquatic segmented worms, which are
    
    
    
    detritus feeders, probably reflects the absence of
    
    
    
    significant sources of organic wastes in the area.  The
    
    
    
    bottom fauna were found to be sparse and restricted in
    
    
    
    variety.  Two main factors appear to be responsible for
    
    
    
    this—the sand bottom, which is not highly productive
    
    
    
    even when not mechanically disturbed  , and the shallow
    
    
    
    depth which results in bottom sediment disturbance by
    
    
    
    
    waves.
    
    
    
              On the basis of the study results, the
    
    
    
    biological consultants concluded that there appeared to be
    
    
    
    no gross thermal damage to the benthic fauna of the main
    
    
    
    plume area at the Campbell site.
    
    
    
              1970 biological survey:  To further document the
    
    
    
    effects of condenser water discharges into Lake Michigan,
    
    
    
    another biological survey  was conducted in 1970 at the
    
    
    
    J. H. Campbell plant.  The 1968 biological sampling
    
    
    
    stations and five additional offshore stations were sampled
    
    
    
    
    on August 26, 1970, for benthic organisms.  Three Ponar
    
    
    
    dredge samples were collected at each of the thirteen
    
    
    
    stations on Exhibit III-O.  (See P. ^91)  The samples are
    

    -------
                                                            568
    being analyzed as they were in 1968, and the Results will
    
    
    
    be available later this year.
    
    
    
    
              The temperature and biological studies which have
    
    
    
    been conducted at the J. H. Campbell plant have shown:
    
    
    
              1)  The ecology of Lake Michigan in the
    
    
    
    condenser water discharge area has not been significantly
    
    
    
    
    affected.
    
    
    
              2)  Wind velocity and direction influence the
    
    
    
    maximum extent and pattern of the thermal plume.
    
    
    
              3)  Temperature profile data have shown that
    
    
    
    outside the immediate area of the discharge the plume is
    
    
    
    confined primarily to the surface waters.
    
    
    
              The Palisades nuclear plant, located on the
    
    
    
    eastern shoreline of Lake Michigan, 5 miles south of South
    
    
    
    Haven, Michigan, is designed for initial operation at
    
    
    
    2^00 MWt and 710 MWe.  The ultimate capacity is expected
    
    
    
    to be approximately 2,600 MWt, corresponding to 845 MWe.
    
    
    
    Condenser cooling water is withdrawn through a crib intake
    
    
    
    20 to 25 feet below the lake surface, about 3,300 feet
    
    
    
    from shore, at a rate of 390,000 g.p.m., and is discharged
    
    
    
    through a simple diverging pile structure at the shoreline
    
    
    
    
    as shown on Exhibit III-P. (See P. 493).
    
    
    
              Concern about the environmental effects of the
    
    
    
    plant prompted Consumers Power Company to engage the ser-
    
    
    
    vices of University of Michigan biologists to develop a
    

    -------
                                                            569
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    study plan to detect any effects of the heated discharge
    
    
    
    
    on the aquatic biota of Lake Michigan.  The biological
    
    
    
    collection and analysis are being done by T. W. Beak
    
    
    
    Consultants, Limited, in cooperation with the Michigan
    
    
    
    
    Department of Natural Resources.
    
    
    
              Temperature and biological surveys conducted
    
    
    
    at the J. H. Campbell plant in 1968, as described earlier,
    
    
    
    indicated no significant ecological effects from that heated
    
    
    
    discharge.  The Palisades plant, however, is larger, and
    
    
    
    a more cautious approach of thoroughly studying its discharge
    
    
    
    effects was initiated to insure that if subtle ecological
    
    
    
    
    changes take place they will be detected.
    
    
    
              The biological studies at Palisades are
    
    
    
    sufficiently comprehensive in scope to detect, either
    
    
    
    directly or indirectly, virtually any significant effect on
    
    
    
    the local aquatic ecosystem attributable to the thermal
    
    
    
    discharge.  These studies are concentrated on the benthos,
    
    
    
    plankton, periphyton, fish, and, of course, temperature.
    
    
    
              The benthos are considered to be the most
    
    
    
    delicate indicators of ecological change since they are
    
    
    
    relatively sessile and cannot escape environmental stress
    
    
    
    conditions.  Plankton and periphyton are also good
    
    
    
    indicators of change, being relatively low in the food chain
    
    
    
    and only passively moved, and provide direct indications or
    

    -------
                                                            570
    
    
    
    
                         J.  Z.  Reynolds
    
    
    
    
    nuisance conditions should their populations increase
    
    
    
    
    drastically.  Limited fish sampling is conducted since,
    
    
    
    
    aside from being highly mobile, fish are relatively slow
    
    
    
    
    in reacting to environmental changes providing toxic
    
    
    
    
    conditions are not a factor.
    
    
    
    
              The survey area near the pliant is shown
    
    
    
    
    on Exhibit III-Q (See P. 495) and the basic fan-shaped
    
    
    
    
    sampling grid is identified.  Sampling stations were
    
    
    
    
    established on 1/4-, 1/2-,  1-, 2-> and 5-mi. radii on nine
    
    
    
    
    radial lines.  In addition, there are two control stations
    
    
    
    
    located near each of the cities of South Haven and Benton
    
    
    
    
    Harbor, about 7 miles north and 16 miles south of the plant
    
    
    
    
    site, respectively.  The surveys began in 1968 with samples
    
    
    
    
    scheduled to be gathered in early May, late June, August
    
    
    
    
    and October.  The initial survey is planned to extend for
    
    
    
    5 years.  The sampling stations are not marked in the field,
    
    
    
    but are accurately located by means of an electronic
    
    
    
    
    range finder.
    
    
    
    
              Indicated on Exhibit III-Q is the initial basic
    
    
    
    
    plan for collection of benthos, plankton and periphyton
    
    
    
    
    at the various locations.  The basic sampling grid, not
    
    
    
    
    counting control stations, contains 21 stations for benthos,
    
    
    
    10 for plankton, and 3 for periphyton.  Some minor
    
    
    
    
    modifications since the survey began included the addition
    

    -------
                                                           571
                          J. Z. Reynolds
    
    
    
    of several more inshore benthic stations in exchange for
    
    
    
    
    two benthic stations at 5 miles, and the addition of
    
    
    
    
    several plankton and periphyton stations.  Adverse
    
    
    
    
    weather conditions have precluded the collection of a
    
    
    
    
    few samples, but without loss to the integrity of the
    
    
    
    
    coverage.
    
    
    
    
              All benthos samples are collected by means of a
    
    
    
    Ponar dredge, as shown in Exhibit III-R.  (See P. 497)
    
    
    
    
    The bottom deposits of the study area consist of mixed
    
    
    
    
    gravel and coarse sand inshore, grading outward to medium,
    
    
    
    then fine sand, and then to fine sand mixed with silt at
    
    
    
    
    approximately 2 miles offshore.  At 5 miles offshore, fine
    
    
    
    sand is overlain in irregular patches by organic
    
    
    
    
    detritus.
    
    
    
              In 196S, six replicate samples of benthos were
    
    
    
    
    collected at each station, the macroinvertebrate organisms
    
    
    
    screened out and preserved for shipment to the laboratory,,
    
    
    
    The samples were analyzed for all benthic macroinvertebrate
    
    
    
    and identified to family in all cases and to genus wherever
    
    
    
    
    possible.  In addition, one sample from each station from
    
    
    
    
    each survey was analyzed and the organisms identified to
    
    
    
    
    species, or as close to species as taxonomy permitted.  The
    
    
    
    
    replicate samples were sufficiently uniform in 196$ that
    
    
    
    
    the procedure in 19&9 was modified to collect only three
    

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                                                            572
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    replicates.
    
    
    
              Analysis of benthic data to assess environmental
    
    
    
    
    conditions and changes in the aquatic ecosystem can proceed
    
    
    
    along several different lines.  For example, indicator
    
    
    
    organisms can be selected for detailed study, and the
    
    
    
    relative numbers compared before and after plant operation,
    
    
    
    and in proximity to the plant discharge.  Such an
    
    
    
    organism representative of clean water conditions, and
    
    
    
    widely prevalent in Lake Michigan, might be the Crustacea.,
    
    
    
    amphipoda (commonly called aquatic scuds), consisting
    
    
    
    
    of the dominant species Pontoporeia affinis.  An example
    
    
    
    of the relative distribution of this organism is shown in
    
    
    
    Exhibit III-S (See P.  499) for the August 1968, sampling
    
    
    
    
    period.
    
    
    
             Another approach would be to examine an organism
    
    
    
    that is known to be relatively pollution-tolerant or to
    
    
    
    compare relative numbers of tolerant and intolerant
    
    
    
    species.  The dominant representative of tolerant
    
    
    
    organisms would be the oligochaeta (made up of numerous
    
    
    
    species known as aquatic earthworms, tubificids or sludge-
    
    
    
    worms).  The relative distribution of these organisms
    
    
    
    observed in August of 1968 is shown in Exhibit III-T as
    
    
    
    an example.  (See P. 500)
    
    
    
              The relative populations of other benthic
    

    -------
                                                            573
    
    
    
                        J. Z. Reynolds
    
    
    
    organisms will also be studied and correlated, not only
    
    
    
    within the project area, but also in relation to similar
    
    
    
    data being gathered at other locations around the lake.
    
    
    
              Species diversity of the entire benthic
    
    
    
    community is another tool for assessing the influence of
    
    
    
    environmental factors and is readily adaptable to
    
    
    
    
    statistical analysis.  A crude illustration of the
    
    
    
    variation of species number with depth for August 1968,
    
    
    
    is shown in Exhibit III-U.  (See P. 501)  The scarcity of
    
    
    
    
    benthic organisms in the sandy, wave-swept shallows should
    
    
    
    be noted, along with the apparent evidence that the
    
    
    
    southern control stations are relatively sparse and
    
    
    
    unrepresentative of the project area in this respect.
    
    
    
              Plankton samples are obtained by passing 40
    
    
    
    liters of water through a Wisconsin plankton net as shown
    
    
    
    in Exhibit III-V.  (See P. 503)  At each station, samples
    
    
    
    are collected at depths of 5, 10, and 15 feet.  The
    
    
    
    preserved samples are received at the laboratory where
    
    
    
    they are centri fuged and the volume of plankton concentrate
    
    
    
    measured.
    
    
    
    
              Relative changes in plankton concentrations, both
    
    
    
    within the project area and as related to the control
    
    
    
    stations, will indicate whether the thermal discharge is
    
    
    
    
    having a substantial impact on these organisms.  Stimulation
    

    -------
                                                            574
                       J.  Z.  Reynolds
    
    
    
    of algal growth, such as  the filamentous green algae   • '
    
    
    
    Cladophora, to nuisance proportions would be so detected.
    
    
    
    Subtle changes in relative numbers of the various types of
    
    
    
    plankton can only be verified through microscopic
    
    
    
    examination.  When the plant is in operation, samples will
    
    
    
    be collected for such detailed analysis in the immediate
    
    
    
    vicinities of the intake  and discharge.
    
    
    
              Typical results of the plankton concentrate
    
    
    
    analysis are shown in Exhibits III-W and -X.  (See Pp.
    
    
    
    504 and 505)  Exhibit III-W shows the seasonal succession
    
    
    
    of plankton concentrations at the 5-ft. level 1, 2,
    
    
    
    and 5 miles from shore.  Exhibit III-X similarly shows
    
    
    
    concentrations at 5, 10,  and 15 feet deep at the 1-mi.
    
    
    
    station.  This data clearly shows the general cyclic nature
    
    
    
    of the phytoplankton production.  This fluctuation is
    
    
    
    typical of Lake Michigan in which diatom populations dominate
    
    
    
    and bloom in early spring and late fall.
    
    
    
              Periphyton organisms are collected on artificial
    
    
    
    substrate, constructed of Plexiglas plates, which are
    
    
    
    suspended from metal supports imbedded in concrete blocks.
    
    
    
    The samplers are placed in 15 feet of water and after
    
    
    
    suitable exposure, at least 4 weeks, they are retrieved.
    
    
    
    The preserved plates are sent to the laboratory where the
    
    
    
    periphyton scrapings from the plates are extracted with
    
    
    
    acetone and the amount of chlorophyll determined
    

    -------
                                                            575
    
    
    
    
    
    
                            J. Z. Reynolds
    
    
    
    spectrophotometrically.
    
    
    
              The periphyton sampling program was beset with
    
    
    
    considerable difficulties in both 1968 and 1969.  Inter-
    
    
    
    mittent storms hampered the retrieval of the collection
    
    
    
    plates.  In addition, public destruction resulted in the
    
    
    
    loss of all but a few marker buoys.  The addition of several
    
    
    
    more unmarked samples to be recovered by divers has been
    
    
    
    instituted to compensate for these problems.
    
    
    
              Chlorophyll analysis for the 1-month exposure
    
    
    
    in May-June 1968, yielded concentrations ranging from
    
    
    
    0.0 to 0.0056 micrograms per square centimeter.  Sufficient
    
    
    
    data are not available for confident representation of
    
    
    
    seasonal fluctuations or other natural variations.
    
    
    
    Information gathered on periphyton during plant operation
    
    
    
    will be analyzed primarily to detect correlation between
    
    
    
    growth and proximity to the plant outfall.
    
    
    
              The Michigan Department of Natural Resources
    
    
    
    has provided the vessel used in the biological sampling
    
    
    
    program and their personnel have been in charge of all
    
    
    
    
    fish sampling and analysis.  Their sampling schedule
    
    
    
    calls for gill nets of various mesh sizes to be set for
    
    
    
    two 24-hour periods four times a year at depths of 20 feet,
    
    
    
    40 feet and 55 feet.  All fish captured are measured and
    
    
    
    counted, and many are scale sampled, sexed, and weighed.
    

    -------
                                                            576
                        J. Z. Reynolds
    
    
    
    
              In addition to the gill nettings, a bag seine
    
    
    
    
    was used on five occasions in 1969 to sample fish
    
    
    
    
    populations along 1,200 feet of shoreline north of the
    
    
    
    
    plant.  Data on offshore populations are also available
    
    
    
    
    for two dates in 1969 from the trawling efforts of the
    
    
    
    
    Bureau of Commercial Fisheries, United States Pish and
    
    
    
    
    Wildlife Service.
    
    
    
    
              The results of the various fish studies to
    
    
    
    
    date indicate that at least 22 species of fish live in the
    
    
    
    
    area, of which perch and alewives are most abundant.  While
    
    
    
    
    both yearling and adult salmonids have been captured,
    
    
    
    
    their numbers have been very small and all have been planted
    
    
    
    
    fish, as identified by their markings.
    
    
    
    
              Lake temperatures have been measured
    
    
    
    
    periodically at various depths and locations since before
    
    
    
    the biological sampling program began.  The objective of
    
    
    
    
    the preoperational temperature surveys has been to define
    
    
    
    
    the general natural variations that occur.  For this purpose,
    
    
    
    
    a series of measurements has been made approximately
    
    
    
    
    every month, weather permitting.
    
    
    
    
              A representative series of temperature profiles
    
    
    
    
    for 1968 is shown in Exhibit III-Y (See P. 508) for a
    
    
    
    
    location 1 mile from shore.  It can be seen that a relatively
    
    
    
    
    shallow thermocline developed in the spring and early
    

    -------
                                                      577
    
    
    
    
    
    
                  J, Z. Reynolds
    
    
    
    summer, but typically the thermocline in Lake Michigan will
    
    
    
    reach depths exceeding 100 feet by early fall.
    
    
    
              The thermal structure of Lake Michigan is a
    
    
    
    highly variable phenomenon and can change significantly
    
    
    
    
    in a relatively short period of time as well as from year
    
    
    
    to year.  The great influence of the shoreline is typified
    
    
    
    in Exhibit III-Z (See P. 510) for April 10, 1968, at
    
    
    
    which time the temperature variation from shore to five
    
    
    
    miles out exceeded 13 degrees F.  Such widespread natural
    
    
    
    temperature excursions have certainly had a major
    
    
    
    
    influence in the establishment of aquatic life populations
    
    
    
    as they exist today.  Artificial thermal discharges to the
    
    
    
    lake, as from  powerplants , can and should be evaluated
    
    
    
    
    in the context of these natural variations.
    
    
    
              When the Palisades plant is in operation, the
    
    
    
    thermal discharge will be mapped periodically to define
    
    
    
    the extent and magnitude of its influence under various
    
    
    
    meterorological and natural lake conditions.  Studies of
    
    
    
    lakeshore currents have indicated that the buoyant thermal
    
    
    
    plume will flow northward about 33 percent of the time,
    
    
    
    
    southward 23 percent of the time and drift almost directly
    
    
    
    offshore about 3$ percent of the time.  The remaining
    
    
    
    6 percent of the year the plume is expected to more or
    
    
    
    less remain as a stationary water mass near shore.
    
    
    
    
              Data on the spatial and temporal influence of
    

    -------
                                                            578
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    the thermal discharge will, when correlated with the
    
    
    
    biological data, make possible an accurate assessment of
    
    
    
    the impact of plant operations on the aquatic ecology of
    
    
    
    Lake Michigan.
    
    
    
    
              Passage of the Water Quality Act of 1965, to
    
    
    
    amend the Federal Water Pollution Control Act, set into
    
    
    
    motion a widespread review of water quality criteria
    
    
    
    to be used in the standard-setting process.  For many
    
    
    
    contaminants and water quality parameters the determination
    
    
    
    of the necessary restrictions to protect aquatic life or
    
    
    
    other beneficial uses was rather simple.  Agreement on
    
    
    
    standards for such things as dissolved oxygen and certain
    
    
    
    toxic substances was secured rather early because of
    
    
    
    the demonstrated need to control waste discharges to
    
    
    
    minimize almost certain harmful effects.  Recognized
    
    
    
    pollution conditions caused by such discharges had
    
    
    
    clearly been shown.
    
    
    
              The situation with regard to temperature was not
    
    
    
    
    so well defined.  It was known that if heated waters were
    
    
    
    discharged into a relatively small body of water the local
    
    
    
    aquatic ecology would be changed.  But such things as
    
    
    
    fish kills or other adverse effects associated with such
    
    
    
    discharges were relatively rare, and research to determine
    
    
    
    potential damage was considered frivolous, under the
    

    -------
                                                            579
    
    
    
    
    
    
                       J.  Z.  Reynolds
    
    
    
    circumstances.  Utilities around the country, however,
    
    
    
    
    recognizing the accelerated rate at which thermal discharges
    
    
    
    
    would be made from powerplants, initiated studies to
    
    
    
    
    attempt to detect adverse effects.  In the case of the
    
    
    
    
    Great Lakes, short-term studies have failed to show
    
    
    
    
    harmful effects and the long-term studies, by their nature,
    
    
    
    
    have not provided much definitive information to date.
    
    
    
    
              The U. S. Department of the Interior, because they
    
    
    
    
    were charged by Congress  to approve water quality standards
    
    
    
    
    has felt obliged to require numerical limits to restrict
    
    
    
    
    thermal discharges into the Great Lakes.  However, until
    
    
    
    
    technically supportable evidence concerning harmful effects
    
    
    
    
    of such a discharge has oeen presented, there is no
    
    
    
    
    rational or legal basis for such a dogmatic viewpoint.
    
    
    
    
    The popular view of the possible consequences of thermal
    
    
    
    
    discharges promoted by PWQA is not consistent with existing
    
    
    
    
    factual information and does not enjoy any broad
    
    
    
    
    recognition by the scientific community.
    
    
    
    
              Considerable effort has been expended, by both
    
    
    
    
    scientists and laymen, in theorizing on the possible
    
    
    
    
    adverse effects of thermal discharges.  A considerable amount
    
    
    
    
    of this activity has been stimulated by governmental
    
    
    
    
    pressure and the misguided urgings to set specific numerical
    
    
    
    
    temperature standards.  But a clear distinction must be made
    

    -------
                                                            580
    
    
    
    
    
    
                        J. Z. Reynolds
    
    
    
    
    between what can be considered "possible effects" and
    
    
    
    what is truly probable, based on existing evidence and
    
    
    
    scientifically valid projections.
    
    
    
    
              It is postulated,  for instance, that there will
    
    
    
    be long-term deleterious biological effects caused by the
    
    
    
    thermal discharges from powerplants . LaKe Michigan, as
    
    
    
    has been shown, is in no immediate danger of being
    
    
    
    significantly warmed by heated discharges.  The seasonal
    
    
    
    succession of the lower aquatic life forms is so dramatic
    
    
    
    due to natural causes that the relatively minor circulation
    
    
    
    
    through powerplants could not be a significant factor in
    
    
    
    their overall populations.  And the fish management program
    
    
    
    by the Federal Government and the bordering States is
    
    
    
    evidence in itself that we are not tampering with natural
    
    
    
    ecological phenomena as far as fish are concerned.  There
    
    
    
    is, therefore, no reasonable basis for asserting that
    
    
    
    the existing level of thermal discharges could have
    
    
    
    long-term effects.
    
    
    
              The "white paper"  discusses at length the
    
    
    
    possible effects of heated water on fish, as if they were
    
    
    
    confined to these waters and would not naturally avoid
    
    
    
    temperatures not to their liking.  The paper describes
    
    
    
    very well the significant historical succession of fish
    
    
    
    species, the considerable management efforts that have been
    

    -------
                                                            581
    
    
    
    
    
    
                        J. Z.  Reynolds
    
    
    
    instituted to change the natural balance of species,
    
    
    
    and the variability of habitat and its importance in the
    
    
    
    succession of life stages.  But on the basis of the
    
    
    
    evidence presented, it certainly does not follow that any
    
    
    
    significant thermal discharge, at any place, at any time,
    
    
    
    would jeopardize the existence or otherwise interfere with
    
    
    
    the population of any species of fish in Lake Michigan.
    
    
    
              Another misleading implication in the "white
    
    
    
    paper" is that if thermal discharges are eliminated, the
    
    
    
    accelerated rate of eutrophication of Lake Michigan will
    
    
    
    be checked, even though nutrient buildup may continue
    
    
    
    unabated.  Such an assertion fails to recognize the relative
    
    
    
    causes of the existing rate of eutrophication, the
    
    
    
    insignificant warming of the lake caused by existing thermal
    
    
    
    discharges, the natural heat inputs to the lake, or the
    
    
    
    historical temperature conditions of the lake.
    
    
    
              The predictions that thermal discharges will
    
    
    
    cause significant undesirable shifts in predominance of
    
    
    
    planktonic forms of aquatic life, such as algae and
    
    
    
    Type E botulinum, as so dramatically identified in the
    
    
    
    "white paper," does not take into consideration that thermal
    
    
    
    plumes are transitory, self-renewing water masses and the
    
    
    
    generation times of the organisms contained therein would no"c
    
    
    
    allow for growths that could be construed as proliferation.
    

    -------
                                                            582
                          J.  Z.  Reynolds
    
    
    
    
              As we all know, thermal discharges are only
    
    
    
    one result of man's activities that can have apparent or
    
    
    
    
    possible adverse effects  on the environment.  The principles
    
    
    
    of ecology would demand that priorities be established
    
    
    
    as to the potentially harmful effects of all forces
    
    
    
    impinging on man and his  environment, so that manpower,
    
    
    
    economic and other resources can be apportioned
    
    
    
    accordingly to deal with  the problems.
    
    
    
              This philosophy is obviously lacking in the
    
    
    
    procedures and pronouncements of the Department of the
    
    
    
    Interior regarding environmental problems in the Great
    
    
    
    Lakes area.  The recommendation of standards that would
    
    
    
    commit vast resources to  prevent imagined damage or to
    
    
    
    allay baseless fears predicated on unreasonably
    
    
    
    extrapolated data, is not in the best interests of the
    
    
    
    people or the natural environment.  There are real,
    
    
    
    presently-existing environmental problems that deserve a
    
    
    
    higher measure of our attention than that presently
    
    
    
    being allotted thermal discharges.  The easiest targets of
    
    
    
    criticism and control should not be the criteria for
    
    
    
    selecting the priority for dealing with environmental
    
    
    
    effects.
    
    
    
              Impact of the 1 degree F. or no heat discharge
    
    
    
    recommendation:  Consumers Power Company has reviewed the
    

    -------
                                                            583
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    problems involved with reducing the temperature of the
    
    
    
    discharge of cooling water to 1 degree F. over the ambient
    
    
    
    temperature of the receiving body of water for each of our
    
    
    
    plants on the Great Lakes.
    
    
    
              To do this would, in each case, require us to
    
    
    
    install closed loop cooling systems with evaporative cooling
    
    
    
    devices such as powered draft cooling, natural draft
    
    
    
    
    cooling, spray ponds or possibly a combination of these.
    
    
    
              Each of these systems has its own particular
    
    
    
    disadvantage, but common to all of the systems would be:
    
    
    
              1)  A loss of unit capacity of 4 to 6 percent due
    
    
    
    to increased turbine back pressure.  This would have to be
    
    
    
    made up with new capacity costing about $175/kw.
    
    
    
              2)  A decrease in unit cycle efficiency of
    
    
    
    2 to 3 percent during the summer period.  This would
    
    
    
    increase the fuel requirements proportionately.
    
    
    
              3)  An increase in capital expenditures for
    
    
    
    cooling systems and associated changes.
    
    
    
              4)  A decrease in the net plant capability for
    
    
    
    
    pumping energy which would have to be made up with new
    
    
    
    plant capacity costing about $175/kw.
    
    
    
              5)  Increased maintenance cost required to maintain
    
    
    
    spray nozzles, tower fill, pumps and electrical equipment,
    
    
    
    etc.
    

    -------
                                                            584
                         J.  Z.  Reynolds
    
    
    
              6)  Increased  operating costs for water treatment
    
    
    
    of the water in the closed loop.
    
    
    
    
              7)  An increase in water evaporated and discharged
    
    
    
    to the atmosphere.
    
    
    
    
              8)  Possible problems with blowdown due to the
    
    
    
    concentration of solids  because of the evaporation of water
    
    
    
    by the cooling towers.
    
    
    
              9)  Possible problems with drift and fallout
    
    
    
    of condensed water that  cannot be fully assessed until
    
    
    
    a study of each plant area is made.
    
    
    
              10)  Increased problems with insulators and
    
    
    
    other electrical equipment because of the increased
    
    
    
    humidity in the immediate plant area.
    
    
    
              11)  Problems  with icing, particularly when a
    
    
    
    single unit is operated  or when the plant is operated as
    
    
    
    a peaking plant.
    
    
    
              To approach compliance with such a restrictive
    
    
    
    
    standard for the plants  on Lake Michigan would cost millions
    
    
    
    of dollars per year.  It is frequently stated that because
    
    
    
    this represents only a few percent of operating revenues,
    
    
    
    it is an insignificant expenditure for environmental
    
    
    
    controls.  Many millions of dollars spent for any purpose
    
    
    
    cannot be considered insignificant.  This represents a
    
    
    
    considerable amount of society's financial resources and
    

    -------
                                                            585
    
    
    
                        J. Z. Reynolds
    
    
    
    
    should not be diverted from more deserving uses because of
    
    
    
    
    unsubstantiated fears of "thermal pollution."  Considering
    
    
    
    
    the known adverse environmental effects of artificial
    
    
    
    
    cooling facilities, expenditures for these devices based
    
    
    
    
    on arbitrary restrictions, assumed to protect the lake,
    
    
    
    
    cannot be supported under the guise of improving
    
    
    
    
    environmental quality.
    
    
    
              The company has conducted preliminary
    
    
    
    
    feasibility studies for the Palisades plant with Bechtel
    
    
    
    
    Corporation on three alternative systems to modify the
    
    
    
    
    possible effects of the thermal discharge on the adjacent
    
    
    
    
    inshore area.  These alternatives and a discussion of
    
    
    
    
    each are listed below.
    
    
    
    
              Alternate I - Cooling Towers.  A closed cycle
    
    
    
    
    cooling tower system has been considered which would
    
    
    
    
    for the most part isolate the plant from the lake.  This
    
    
    
    would require three structures about 75 ft. x 400 ft.
    
    
    
    which would be placed to the south of the existing plant.
    
    
    
    
    This system would utilize forced air circulation towers
    
    
    
    
    rather than the natural draft towers due to performance
    
    
    
    
    and site location considerations.
    
    
    
    
              The approximate engineering-procurement-
    
    
    
    
    construction schedule for this alternate is 20 months.
    
    
    
    
              Alternate II - Dilution of Discharge Flow.  This
    

    -------
                                                            586
    
    
    
    
    
    
                        J. Z. Reynolds
    
    
    
    system would provide additional dilution water to the
    
    
    
    discharge structure to reduce the outlet temperature to
    
    
    
    10 degree* F. higher than the plant inlet flow.
    
    
    
    Modifications include additional (1) inlet line(s)
    
    
    
    parallel to the existing inlet line, (2) intake
    
    
    
    
    structured), (3) pumps, and (4) discharge structure(s)
    
    
    
    to accommodate,the approximate tripling in quantity of
    
    
    
    discharge flow.
    
    
    
    
              The approximate  leadtime for this alternate is
    
    
    
    28 months.
    
    
    
              Alternate III - Extended Discharge Piping.  This
    
    
    
    system would provide for the addition of a pump structure,
    
    
    
    pumps and discharge pipe.  The condenser discharge would
    
    
    
    flow to an enclosed discharge structure, from where it
    
    
    
    would be pumped to offshore points of discharge selected to
    
    
    
    minimize warm-water effects along the lakeshore.   A
    
    
    
    disadvantage of this scheme would be the dissipation of
    
    
    
    more heat into the lake water and less to the atmosphere
    
    
    
    
    from the surface cooling effect.
    
    
    
              The approximate  leadtime for this alternate is
    
    
    
    28 months.
    
    
    
              An additional alternative which would be
    
    
    
    Immediately available to reduce temperature rise, if
    
    
    
    required, would be the curtailment of plant power output,
    

    -------
                                                            587
    
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    
    Since the circulating water temperature rise across the
    
    
    
    condenser is an approximate linear function with respect
    
    
    
    to power, reduction of plant power output would reduce the
    
    
    
    temperature rise accordingly.  This measure could be
    
    
    
    taken at any time adverse effects are indicated and,
    
    
    
    of course, could be continued until some permanent solution
    
    
    
    such as the alternates listed above was implemented.  A
    
    
    
    major disadvantage of this method would be the sacrifice
    
    
    
    of installed electrical capability during any periods
    
    
    
    when a power curtailment would be in effect.
    
    
    
              All of the various alternatives would effectively
    
    
    
    
    reduce the capability of the plant and tend to reduce the
    
    
    
    reliability of the electrical system.  Energy not
    
    
    
    available from nuclear plants must necessarily be supplied
    
    
    
    by older fossil fueled generating stations that inherently
    
    
    
    have a greater impact on air quality.  The adverse
    
    
    
    environmental effects of reducing the availability and
    
    
    
    reliability of electrical energy should certainly be
    
    
    
    weighed in any decisions made to ostensibly improve
    
    
    
    environmental quality.
    
    
    
              We would restate, in concluding, that the Federal
    
    
    
    position regarding thermal discharges into Lake Michigan is
    
    
    
    not warranted by the known facts concerning such discharges
    
    
    
    or the potential effects of these discharges in the
    

    -------
                                                            588
    
    
    
    
    
                       J. Z. Reynolds
    
    
    
    foreseeable future.   Further,  the vacillation in the
    
    
    
    Federal position has interfered,with rational standard-
    
    
    
    setting.  Moreover, Consumers Power Company is profoundly
    
    
    
    disturbed by the misleading information which has been
    
    
    
    released on this subject and by the escalation of
    
    
    
    groundless fears in the minds of the public.  The result
    
    
    
    of these needless anxieties is  even more serious coming,
    
    
    
    
    as it does, at a time of rapid growth in electrical
    
    
    
    requirements and increasing energy shortages.
    
    
    
              The company is deeply involved in environmental
    
    
    
    studies to detect effects of thermal discharges into the
    
    
    
    Great Lakes, and is publicly committed to make corrections
    
    
    
    should damage occur.  We would urge the conferees to
    
    
    
    carefully consider our statement and proceed with the
    
    
    
    business of developing a reasonable position concerning
    
    
    
    regulation of thermal discharges.
    

    -------
                                                             589
                          D. H. Brandt
    
    
    
              MR. STEIN:  Thank you, Dr. Reynolds.
    
    
    
              I think this is the last statement we are going
    
    
    
    to have, and we just have comments and questions from the
    
    
    
    conferees.
    
    
    
              I followed your statement, Mr. Brandt, very
    
    
    
    carefully, and unless I can't believe my ears — but let
    
    
    
    me state what I think your conclusion states.  It is that
    
    
    
    you don't believe you are doing any damage, that you don't
    
    
    
    believe you want to change your operation, and if damage
    
    
    
    occurs, you will take that into consideration,
    
    
    
              I take it this makes you among the only major
    
    
    
    industries and municipalities discharging to Lake Michigan
    
    
    
    — after we have had this tremendous program of cleanup
    
    
    
    — to think that what they are doing is all right, and
    
    
    
    you don't have to do anything else until you demonstrate
    
    
    
    damage.  This is how I understand the main thrust of
    
    
    
    your paper.  Do I understand that correctly?
    
    
    
              MR. BRANDT:  I think there is a fundamental
    
    
    
    difference between thermal discharges and other contami-
    
    
    
    nants that you might be referring to in other industries.
    
    
    
              The basic scientific evidence would indicate
    
    
    
    that effects of thermal discharges, if such damaging
    
    
    
    effects might occur, are certainly not irreversible.
    
    
    
              MR. STEIN:  In other words, I am correct that we
    

    -------
                                                            590
                          D. H. Brandt
    
    
    
    
    have the steel companies, the oil companies,  the cities,
    
    
    
    
    the plating plants — all of the plants committed to a
    
    
    
    
    program of correction of pollution of Lake Michigan in an
    
    
    
    
    abatement program, but you don't think you need anything
    
    
    
    
    at the present time.
    
    
    
    
              I think we are in agreement on what you said,  1
    
    
    
    
    just want to make sure, because it boggles the imagination.
    
    
    
    
    If that is what you say, I guess we can proceed from there.
    
    
    
              MR. BRANDT:  I think our statement  is clear that
    
    
    
    
    should pollution exist from our operations we are going
    
    
    
    
    to correct them.
    
    
    
    
              MR. STEIN:  But you don't believe it exists.
    
    
    
    
    Isn't that what you said?
    
    
    
              MR. BRANDT:  Essentially, sir.
    
    
    
              MR. STEIN:  That is right.  All right.  Have
    
    
    
    any of the conferees anything?
    
    
    
              Mr. Currie.
    
    
    
              MR. CURRIE:  Yes, Mr. Chairman.  I  would like,
    
    
    
    
    at this point, first to repeat the suggestion that I made
    
    
    
    
    in my letter to Secretary Hickel of September 17, that
    
    
    
    expert witnesses be required to submit their statements
    
    
    
    
    in writing in advance so that the public and the conferees
    
    
    
    
    would have an opportunity to read them beforehand.
    
    
    
    
              In past conference sessions and in this session,
    

    -------
                                                            591
                       D.  H0 Brandt
    
    
    
    
    voluminous and detailed reports have been presented with
    
    
    
    
    no time for the conferees or the public to thoroughly
    
    
    
    
    review them.
    
    
    
    
              Comments and questions would be much more mean-
    
    
    
    
    ingful if advance copies are required.  It is rather
    
    
    
    
    difficult, to evaluate and comment on the factual or tech-
    
    
    
    nical material without time to read it in advance.  Happily,
    
    
    
    
    however, the statement we have just heard is neither factual
    
    
    
    
    nor technical and, therefore, relatively simple to deal
    
    
    
    with.
    
    
    
    
              Now, as I understand it, we are being urged here
    
    
    
    
    to look at the facts and not be swayed by emotion, and as
    
    
    
    
    far as I can tell, the facts that are relevant are a one-
    
    
    
    
    day's study of a middle-sized fossil-fueled plant conducted
    
    
    
    on August 30, 196S, which purports to show that there was
    
    
    
    no gross thermal damage to the benthic fauna in the main
    
    
    
    thermal plume.
    
    
    
    
              Now, I take it we are not concerned only with
    
    
    
    gross thermal damage, and I take it we are not concerned
    
    
    
    
    only with damage to benthic organisms, and in view of the
    
    
    
    — in connection with the adequacy of such a survey, I
    
    
    
    
    would like to quote from a statement made to our Board
    
    
    
    
    last week by Dr. Wesley Pipes, who says, "Our current
    
    
    
    
    estimate of the numbers of samples required to demonstrate
    

    -------
                                                           592
                          D. H. Brandt
    
    
    
    
    the subtle effects on the statistically significant basis
    
    
    
    
    is between 500 and 1,000 samples collected over a 1-year
    
    
    
    
    period."
    
    
    
    
              MR. BRANDT:  Mr. Currie.
    
    
    
    
              MR. CURRIE:  Yes.
    
    
    
    
              MR. BRANDT:  I would like you to recognize that
    
    
    
    the sample biological survey referred to was conducted in
    
    
    
    
    196# before there was really any public discussion, so to
    
    
    
    speak, about thermal pollution.
    
    
    
    
              MR. CURRIE:  Well, do you have any facts to give
    
    
    
    
    us?
    
    
    
              MR0 BRANDT:  And our Palisades survey, coming
    
    
    
    
    at a point in time when this question has been raised,
    
    
    
    
    is designed to detect or to measure all of these parameters
    
    
    
    you have indicated, and I would certainly have as many
    
    
    
    samples as I am sure that Dr. Pipes said we should have.
    
    
    
              MR. CURRIE:  Do you have any existing studies
    
    
    
    
    that can help us?
    
    
    
    
              MR. BRANDT:  No other studies, no.
    
    
    
    
              There are other studies available.  The Michigan
    
    
    
    
    Water Resources Commission has conducted independent
    
    
    
    surveys.  I am sure they will make them available to the
    
    
    
    
    conferees.
    
    
    
    
              MR. CURRIE:  I have no further questions.
    

    -------
                                                           593
                          D. H. Brandt
    
    
    
              MR. STEIN:  Are there any other comments or
    
    
    
    questions?
    
    
    
              MR. PURDY:  I have just one comment, Mr. Stein,
    
    
    
    with respect to the statement made on page 11-15 under the
    
    
    
    State action, the second paragraph, relating to a meeting
    
    
    
    in Ann Arbor on April 16, and I don't believe that this
    
    
    
    was attended by the conferees themselves.  It would be
    
    
    
    representatives of the conferees who met in Ann Arbor on
    
    
    
    this date.
    
    
    
              MR. STEIN:  All right.  Thank you.
    
    
    
              Are there any other comments or questions?
    
    
    
              Mr. Frangos.
    
    
    
              MR. FRANGOS:  Yes, Mr.  Chairman.
    
    
    
              On page IV-5> there is included a listing of
    
    
    
    the disadvantages for installing a closed cooling system,
    
    
    
    and I am wondering if people from Consumers Power might
    
    
    
    indicate any cost estimates that they may have, if they
    
    
    
    added all of the detrimental problems that they have
    
    
    
    listed here, how those figures would compare with the
    
    
    
    figures presented by the Interior people this raorningo
    
    
    
              MR. BRANDT:  We don't have that here now.  We
    
    
    
    can look into that for you and perhaps provide it later.
    
    
    
              MR. STEIN:  May I ask one question on this, so
    
    
    
    we keep the record straight?
    

    -------
                          D. H. Brandt
    
    
    
    
              I noted on page IV-5 you listed eleven reasons
    
    
    
    
    why the closed cooling system wasn't feasible.  Of those
    
    
    
    
    eleven, eight of them related to the operation of the
    
    
    
    
    power plant and only three of them related to what might
    
    
    
    
    happen to the environment, and of these three, I think
    
    
    
    
    all of them have been covered by Mr, Tichenor in his
    
    
    
    
    paper where he said there wouldn't be any problem.  But
    
    
    
    
    I think it is of interest to note that the vast majority
    
    
    
    
    of the reasons why the system cannot be closed were not
    
    
    
    because of relationship of damage to the environment but
    
    
    
    
    to the operation, or possible additional costs to a power
    
    
    
    
    plant.
    
    
    
    
              Mr. Frangos.
    
    
    
    
              MR. FRANGOS:  One other question.  Following this
    
    
    
    discussion on page IV-6 and IV-7 of the discussion are some
    
    
    
    alternative investigations that are being made by the
    
    
    
    company, and I am wondering if you could perhaps make it
    
    
    
    a little bit more clear what the motivation of the company
    
    
    
    
    is in pursuing these studies at the Palisades plant.
    
    
    
    
              In other words, if indeed you may not have any
    
    
    
    
    problems, why are you making these inquiries?
    
    
    
    
              MR. BRANDT:  There has been some public comment
    
    
    
    
    and some intervention in our Atomic Energy Commission
    
    
    
    
    hearings for an operating license that would lead us to
    

    -------
                                                              595
                            D. H. Brandt
    
    
    
    believe that this information would be desirable.
    
    
    
              MR. FRANCOS:  Thank you.
    
    
    
              MR. PURDY:  I have a comment with respect to that,
    
    
    
    Mr. Chairman.
    
    
    
              MR. STEIN:  Yes, go ahead.
    
    
    
              MR. PURDY:  These studies are being made at the
    
    
    
    request of the Michigan Water Resources Commission to
    
    
    
    demonstrate the compliance with the order of the Commission
    
    
    
    that these injuries cannot occur.  It is part of our plant
    
    
    
    approval for their operations.
    
    
    
              MR. STEIN:  Are there any other comments or ques-
    
    
    
    tions?
    
    
    
              If not, let me go through 1-2 — this was right
    
    
    
    at the beginning of your statement.  You had a very
    
    
    
    optimistic observation.
    
    
    
              You say, "We are confident we can meet all our
    
    
    
    obligations through the continued exercise of sound business
    
    
    
    judgment, consultation and guidance by technically qualified
    
    
    
    people f    the application of appropriate control technology
    
    
    
    and acting in a forthright manner on environmental issues."
    
    
    
              Do you mean to say that you think that the rest
    
    
    
    of your statement supports that, I take it?
    
    
    
              MR. BRANDT:  Yes, sir, I do.
    
    
    
              MR. STEIN:  Now, you said, and I call this to
    

    -------
                                                             596
    
    
    
    
    
                        D. H. Brandt
    
    
    
    your attention, at the beginning, "A number of Federal
    
    
    
    officials often appear to forget or ignore this basic
    
    
    
    policy of primacy of the State regulation in their temper-
    
    
    
    ature standard-setting efforts," page 1-3•
    
    
    
              I have listened to your presentation and read
    
    
    
    with candor your paper.  You said it would be apparent.
    
    
    
    I didn't see it.  What do you mean that we don't recognize
    
    
    
    the primary responsibilities and rights of the States?
    
    
    
              MR. BRANDT:  I believe, sir, I can best answer
    
    
    
    that by recalling the 3-year experience that the State has
    
    
    
    had in struggling to try to find acceptable standards.
    
    
    
              MR. STEIN:  What State are you talking about, sir?
    
    
    
              MR. BRANDT:  Michigan.
    
    
    
              MR. STEIN:  How many States border Lake Michigan?
    
    
    
              MR. BRANDT:  There are four States.
    
    
    
              MR. STEIN:  Would you suggest that we can have
    
    
    
    a standard that is going to be equitable to Michigan and
    
    
    
    the other three States without getting uniformity of all
    
    
    
    four and the Federal Government?
    
    
    
              MR. BRANDT:  I can appreciate, sir, the need for
    
    
    
    a uniform approach in procedure, and this is why we were,
    
    
    
    in our company, very pleased to see at a Michigan Public
    
    
    
    Service Commission meeting, that there was identity at the
    
    
    
    April 16 meeting where the — and Mr. Purdy corrected the
    

    -------
                                                             597
                        D. H. Brandt
    
    
    
    fact that it was representatives of the conferees that had
    
    
    
    agreed.  But it seemed to us that this was a very positive
    
    
    
    step in the right direction.
    
    
    
              I do not believe, and I believe this body has
    
    
    
    indicated, that the numbers — maximum monthly numbers,
    
    
    
    and so on, would not be identical for the various areas of
    
    
    
    the lake.  However, the approach to it would have to be
    
    
    
    uniform, and we certainly appreciate this.
    
    
    
              MR. STEIN:  And I think that is why we are here,
    
    
    
    sir, with all these States, and we would hope that we can
    
    
    
    have uniformity of opinion, and agreement, and that is how
    
    
    
    we have handled all of the other problems.
    
    
    
              I think the record indicates — just look at those .at
    
    
    
    this table here — rather than ignoring the primary rights
    
    
    
    and responsibilities of the States, the fact that we are here
    
    
    
    shows that we recognize those, and I just don't see your
    
    
    
    point on our ignoring them.
    
    
    
              Why are we here with all these States?  We have
    
    
    
    other methods of setting water quality requirements, but
    
    
    
    we are sitting here with four States with us, and we are
    
    
    
    striving to get uniformity of judgment.
    
    
    
              Now, in the face of this, and in the face of
    
    
    
    the conferences that we have had in Lake Michigan, and our
    
    
    
    achievement in every instance of uniformity with the four
    

    -------
                                                             598
    
    
    
    
    
                        D. H, Brandt
    
    
    
    Lake Michigan States, how can you say that we have a
    
    
    
    record of ignoring the principle of law which asks us to
    
    
    
    recognize the primary rights and responsibilities of the
    
    
    
    States?
    
    
    
              MR. BRANDT:  I draw that conclusion from having,
    
    
    
    in the past 23 years, attended a large majority of the
    
    
    
    Michigan Water Resources Commission meetings, and seeing
    
    
    
    the staff present recommendations for either precise values
    
    
    
    or philosophies to be used in the standard-setting process
    
    
    
    that were predicated on their expert capability,, agreed to
    
    
    
    by the Commission on the recommendation of staff, to be
    
    
    
    overruled or further delayed in finalizing because of the
    
    
    
    points that I brought up, sir, in the vacillation in basis
    
    
    
    for recommendation.
    
    
    
              MR. STEIN:  I don't see any vacillation here,
    
    
    
    because we don't have any, but you cart go on and continue
    
    
    
    this.  I think the record on that speaks for itself.  If
    
    
    
    you don't want to say anything, let me make the next point.
    
    
    
              You say, "Too many Federal officials and others
    
    
    
    have ignored this requirement to take into consideration
    
    
    
    all legitimate uses of interstate waters.  Instead, they
    
    
    
    consider exclusively the propagation of fish and wildlife.."
    
    
    
              Now, the trouble is, I think, here — and I almost
    
    
    
    hate to push this issue because we have a large delegation
    

    -------
                                                            599
    
    
    
                          D. H. Brandt
    
    
    from-our Fish and Wildlife Service here and they wish this
          ^
    
    were true.  But if you think — I want to know in what
    
    
    instances we have considered exclusively in all our causes
    
    
    — and these are standards of enforcement action — the
    
    
    propagation of fish and wildlife and have not considered
    
    
    all legitimate water uses.
    
    
              MR. BRANDT:  I believe, sir, that the recommenda-
    
    
    tions of the FWQA Regional Office to the State of Michigan
    
    
    in their March 19 public hearing will bear that out by
    
    
    some of the language and definitions.  I do not have a
    
    
    copy of it with me at the moment.
    
    
              MR. STEIN:  Maybe you would make that allegation
    
    
    to the next conference of the Audobon Society or the Izaak
    
    
    Walton League that we consider exclusively the propagation
    
    
    of fish and wildlife,and I would like to see the reception
    
    
    we get.
    
    
              To my mind, nothing is so far from the fact.
    
    
    We get criticized constantly by the conservation organiza-
    
    
    tions that we are taking into consideration the other water
    
    
    uses other than fish and wildlife, and how anyone can —
    
    
    this is the first time I have ever heard the allegation
    
    
    that the Federal people exclusively consider the considera-
    
    
    tion of fish and wildlife, and I guess there are many
    
    
    conservationists in the audience.  This is a remarkable way
    

    -------
                                                             600
    
    
    
    
    
                        D. H.  Brandt
    
    
    
    
    of looking at things,  I think.
    
    
    
    
              Now, again,  I think — let me go to the  next
    
    
    
    
    point.  You talked to  our  Act and you say — and I have
    
    
    
    
    the greatest respect for — I guess Mr. Kelly is your
    
    
    
    Attorney-General yet,  isn't he?
    
    
    
    
              MR. PURDY:,  Yes.
    
    
    
    
              MR. STEIN:  You  talk about the Federal Act and
    
    
    
    
    then you point out, as the Michigan Attorney-General's
    
    
    
    
    office has pointed out, and then you go to another section
    
    
    
    
    of the Federal Act and talk about the Michigan Attorney-
    
    
    
    
    General's office and his opinion.
    
    
    
    
              Again, I have the highest regard for Mr» Kelly.
    
    
    
    
    I have worked with him through the years.  I consider him
    
    
    
    an old friend and colleague.  But I think he would be the
    
    
    
    first to agree that the people who interpreted the Federal
    
    
    
    Act are the Federal people, and I would agree that the
    
    
    
    people who interpret the Michigan Act is Mr. Kelly .
    
    
    
    I am not looking for reciprocity in this regard, but I
    
    
    
    
    wonder what Michigan would think if in interpreting their
    
    
    
    
    Act you quoted our Solicitor's opinion on what the Michigan
    
    
    
    Act meant.
    
    
    
    
              This may be  the  way of doing business, but I
    
    
    
    
    don't quite —
    
    
    
    
              Let me ask you another question.  What do you mean
    

    -------
                                                      601
    
    
    
    
                    D. H. Brandt
    
    
    
    
    when you get on page II-4, that "thermal plume ... has
    
    
    
    interfered with or otherwise caused injury to any beneficial
    
    
    
    use of the waters"?  What do you mean by "beneficial use"?
    
    
    
    
              MR. BRANDT:  What area are you quoting from?
    
    
    
              MR. STEIN:  You repeated it several times, but
    
    
    
    
    page II-4» paragraph 2.
    
    
    
              DR. REYNDOLDS:  What was the question, sir?
    
    
    
    
              MR. STEIN:  What do you mean by "beneficial use"?
    
    
    
              DR. REYNOLDS:  This was in reference to the fish
    
    
    
    activities at the discharge point.
    
    
    
              MR. STEIN:  No, I want to understand what you
    
    
    
    mean by "beneficial use."
    
    
    
    
              DR. REYNOLDS:  Fishing is a beneficial use of
    
    
    
    
    water.  This is what we are referring to.
    
    
    
              MR. STEIN:  Do you mean by "beneficial use," the
    
    
    
    
    word "fishing"?
    
    
    
              DR. REYNOLDS:  Yes.
    
    
    
              MR. STEIN:  And the last point, I am not sure I
    
    
    
    agree with:  "In fact, the areas of heated discharge are
    
    
    
    often observed to appeal to swimmers, since the lake waters
    
    
    
    
    are normally too cold for comfortable water contact
    
    
    
    activities.".
    
    
    
              When we were on the Raritan Bay, we found that
    
    
    
    appealed to the swimmers, too, but they were swimming in
    

    -------
                                                             602
    
    
    
    
    
    
                        D. H. Brandt
    
    
    
    the discharge of the Perth Amboy sewer.  It was nice and
    
    
    
    warm.
    
    
    
              DR. REYNOLDS:  I don't think the comparison was
    
    
    
    quite appropriate.
    
    
    
              MR. STEIN:  There are other water uses other than
    
    
    
    swimming.
    
    
    
              MR. MACKIE:  This morning we were presented with
    
    
    
    a table which listed the increases in costs of electrical
    
    
    
    productions for a number of alternatives over the once-
    
    
    
    through design.  I am wondering if sometime perhaps tomorrow
    
    
    
    the power industry could be prepared to comment on these
    
    
    
    increases in cost, or shall we at the conference consider
    
    
    
    these to be reasonable in this  case?
    
    
    
              I am referring here to Table 2 of the presenta-
    
    
    
    tion of the Department of Interior report on "Feasibility
    
    
    
    of Alternative Means of Cooling for Thermal Power Plants
    
    
    
    Near Lake Michigan."
    
    
    
              The point is:  Shall the conferees consider
    
    
    
    that the power interests agree with the figures in Table 2?
    
    
    
              MR. BRANDT:  We will have two more witnesses
    
    
    
    appearing on behalf of Consumers Power Company — the
    
    
    
    gentlemen I mentioned in my opening remarks from Sargent
    
    
    
    and Lundy.  We will make sure that some comments on that
    
    
    
    point will be included, sir.
    

    -------
                                                             603
    
    
    
    
    
                          D. H. Brandt
    
    
    
              MR. MACKIE:  Thank you.
    
    
    
    
              MR. STEIN:  Let me go on.
    
    
    
              Running a careful operation here, let me refer
    
    
    
    
    to 11-12, next to the last paragraph, last sentence, talk-
    
    
    
    
    ing about Dr. Mount's suggestion.
    
    
    
    
              Again, this reminds me something of Freud's
    
    
    
    
    definition of paternity.  The presumption is based on
    
    
    
    
    supposition, for anyone that is really as careful as this.
    
    
    
    
    You say — and let me read this — "Apparently some FWPCA
    
    
    
    representatives had informally suggested t h at formulas
    
    
    
    
    would be appropriate."
    
    
    
    
              MR. BRANDT:  les, sir.  Again, the basis for that
    
    
    
    
    statement is that there had not, to my knowledge, been a
    
    
    
    
    formal presentation to the Michigan Water Resources Commis-
    
    
    
    
    sion with that statement or that position set forth, sir0
    
    
    
    
              MR. STEIN:  No, I am not talking about that.
    
    
    
    I am talking about all of the provisos  and qualifications.
    
    
    
    "Apparently some ... informally ..." — one of the radio
    
    
    
    
    stations in Washington has a little song that goes to the
    
    
    
    tune, I guess, of "Home on the Range," about what goes on
    
    
    
    
    in Washington, and they say, "And seldom is heard an
    
    
    
    unqualified word0"
    
    
    
    
              Now, on page II-l? it says, "The sincere and
    
    
    
    
    honest efforts of many who have worked to develop reasonable
    

    -------
                                                      604
    
    
    
    
                     D. H. Brandt
    
    
    
    
    temperature standards, based on the technical evidence,
    
    
    
    
    have been repeatedly destroyed by inconsistent and confused
    
    
    
    pronouncements and recommendations by others."
    
    
    
              Do you consider yourselves included among those
    
    
    
    who have made sincere and honest efforts to have worked
    
    
    
    
    to develop reasonable temperature standards for Lake Michigan?
    
    
    
              MR. BRANDT:  Yes, sir, I do.
    
    
    
    
              MR. STEIN:  Then, let me refer you to page IV-3
    
    
    
    where you say, "It certainly does not follow that any
    
    
    
    significant thermal discharge, at any place, at any time,,
    
    
    
    would jeopardize the existence or otherwise interfere with
    
    
    
    
    the population of any species of fish in Lake Michigan."
    
    
    
    
              DR. REYNOLDS:  I don't see any inconsistency, sir.
    
    
    
              MR. STEIN:  I guess not.
    
    
    
              All right, now.  You say,  "'that if the temperature
    
    
    
    is unacceptable, it is unacceptable whether it has been
    
    
    
    caused by the sun or man.'"
    
    
    
              I want to make this clear for the record.
    
    
    
    
    In dealing with thermal discharges, we know that from
    
    
    
    
    the beginning of time there have probably been fish kills
    
    
    
    from heat due to natural causes.  This probably has
    
    
    
    occurred ever since there were fish and a world, and it
    
    
    
    will continue in the future.  But that doesn't mean that
    

    -------
                                                      605
    
    
    
                    D. H. Brandt
    
    
    since we are going to have natural fish kills caused by
    
    
    heat that we are not going to try and prevent manmade
    
    
    fish kills caused by heat.
               •
    
              MR. BRANDT:  Mr. Chairman, if I may.
    
    
              MR. STEIN:  Yes.
    
    
              MR. BRANDT:  That particular quotation was
    
    
    extracted from the testimony of Dr. Mount.
    
    
              MR. STEIN:  Yes.
    
    
              MR. BRANDT:  And it was associated with the fact
    
    
    that the recommendation of specific maximum temperature for
    
    
    certain water bodies was found by the Commission staff in
    
    
    their comments, I believe, that it exceeded the natural
    
    
    condition and also this — if my memory is correct — was
    
    
    a reference to the Muskegon River, and the statement by
    
    
    Dr. Mount was a suggestion of something in the order of
    
    
    5$ degrees, I believe, as a maximum, in order to facilitate
    
    the fish run.
    
    
              MR. STEIN:  Well, I am familiar with the views of
    
    
    Dr. Mount, but Dr. Mount is very interested in controlling
    
    
    natural sources of discharges to the lake.
    
    
              Now, are you people familiar with what is gen-
    
    
    erally called the "green book"?  What do they call that,
    
    
    the National Technical Advisory Commission?
    
    
              MR. BRANDT:  Advisory Committee Report, yes, sir.
    

    -------
                                                            606
                          D. H. Brandt
    
    
    
    
              MR, STEIN:  And are you familiar with the temp-
    
    
    
    
    erature requirements in there?
    
    
    
              MR. BRANDT:  Yes, sir,
    
    
    
    
              MR, STEIN:  And the numbers?
    
    
    
    
              MR. BRANDT:  Yes, sir,
    
    
    
    
              MR, STEIN:  Well, then, this is my last question,
    
    
    
    
    You say, "The popular view of the possible consequences of
    
    
    
    thermal discharges promoted by FWQA is not consistent
    
    
    
    
    with existing factual information" -- which may be your
    
    
    
    conclusion — "and does not enjoy any broad recognition
    
    
    
    
    by the scientific community,"
    
    
    
    
              As far as I know, that "green book" has the
    
    
    
    
    broadest recognition and most of the scientific community
    
    
    
    
    involved in the aquatic biology field has signed off on
    
    
    
    it,  I don't know what you are talking about,
    
    
    
              MR. BRANDT:  Sir, the criticism was not of the
    
    
    
    "green book."
    
    
    
    
              MR. STEIN:  Well, this is a flat statement.
    
    
    
    
              You said that what we have put forth is not by
    
    
    
    
    the scientific community.
    
    
    
    
              Now, the "green book" — let's get down to this
    
    
    
    
    — for lakes says "not more than" — I repeat — and I
    
    
    
    
    had it marked here on this stuff where it said "not more
    
    
    
    
    than" — and you thought that was ambiguous and meant to
    

    -------
                                                             607
    
    
    
    
                         D. H. Brandt
    
    
    
    
    be over«  "Not more than" is not any more ambiguous to me
    
    
    
    than is "less than,"  But that is in your statement some-
    
    
    
    
    where.
    
    
    
              But the "green book" talks about lakes and talks
    
    
    
    
    about a maximum rise in that "green book" of not more than
    
    
    
    
    3 degrees.  Do I take it that your industry is ready to
    
    
    
    
    abide by that — of not more than three?
    
    
    
    
              MR. BRANDT:  The recommendation that was pre-
    
    
    
    sented by the Michigan staff to the Water Resources Com-
    
    
    
    
    mission this last monthly Commission meeting recommended
    
    
    
    3 degrees as the maximum at the edge of the mixing zone.
    
    
    
    
              MR. STEIN:  I didn't ask you that question.
    
    
    
    
              Do I take it that you are in favor of the not
    
    
    
    more than 3 degrees and subscribe to the "green book"?
    
    
    
    
              MR. BRANDT:  I subscribe to the concept that is
    
    
    
    
    identified in the Michigan standards, at this point in
    
    
    
    time,which I further believe are in accordance with tne
    
    
    
    philosophies of the "green book," sir.
    
    
    
              MR. STEIN:  Then, what we are talking about —
    
    
    
    and we really have a very small scope and if we can continue
    
    
    
    
    this and maybe you can talk to the rest of the industry, I
    
    
    
    
    think we have made an agreement.  If we are talking of a
    
    
    
    
    rise between 1 and 3 degrees — not talking about raising
    
    
    
    
    the temperature 1$ or 20 degrees — we are a lot closer
    

    -------
                                                             608
                           D. H. Brandt
    
    
    
    
    together than we thought.  If that is what you mean, I
    
    
    
    think we can recess here on a very optimistic note*
    
    
    
    
              MR. BRANDT:  Sir, I qualified my statement as
    
    
    
    
    being in support of the philosophy applied in the present
    
    
    
    proposed Michigan temperature standards.
    
    
    
    
              MR. STEIN:  Not the "green book."
    
    
    
    
              MR. BRANDT:  I believe they are compatible.
    
    
    
    
              MR. STEIN:  As I understand the "green book," r&
    
    
    
    
    is not more than 3 degrees.  If I am wrong, I wish someone
    
    
    
    
    would correct me.
    
    
    
    
              MR. BRANDT:  That is what the Michigan standard
    
    
    
    
    says then.
    
    
    
    
              MR. STEIN:  If that is what they say, then we
    
    
    
    are really talking about a difference of a proposal, say,
    
    
    
    of 6 months ago of 1 degree or no significant rise, which
    
    
    
    may mean zero to 1 or something like that, and a maximum
    
    
    
    
    of 3.
    
    
    
              Now, if that is the scope in our difference
    
    
    
    
    possibly or some of the technical difference with the
    
    
    
    
    industries, I think we should be able to resolve that.
    
    
    
    
              MR. BRANDT:  Sir, I would call your attention
    
    
    
    
    to the FWQA Regional Office comments at the March 19
    
    
    
    
    hearing of the Michigan Public Service Commission.
    
    
    
    
              It was after considerable discussion with the
    

    -------
                                                      609
    
    
    
    
                   D. H. Brandt
    
    
    
    
    Commission members of Michigan and Mr. Danielle that just
    
    
    
    
    about the same statement was made — that, apparently, if
    
    
    
    
    the discussions were carried on consistently in that level,
    
    
    
    
    there perhaps was not too much difference in view, at that
    
    
    
    
    point in time, between the State of Michigan staff and the
    
    
    
    
    PVTQA Regional Office.
    
    
    
    
              But I call your attention, sir, within 30 days,
    
    
    
    
    there was the announcement of the 1-degree limit as an
    
    
    
    
    effluent standard.
    
    
    
    
              MR, STEIN:  I think our purpose here is to try
    
    
    
    
    to come to an agreement among ourselves with the parties
    
    
    
    
    here.  Now, if we are talking in terms of a rise in
    
    
    
    
    temperature of between zero and 3 degrees, I think we have
    
    
    
    
    really narrowed the issue.
    
    
    
    
              Now, if the industry will agree that that is the
    
    
    
    
    issue and the States will agree that that is the issue,
    
    
    
    
    
    I think we can move on hopefully very rapidly.  But
    
    
    
    
    there is a difference between a rise of zero degrees
    
    
    
    
    up to and not more than 3 degrees and a rise from
    
    
    
    
    zero up to 18 or 20.  I think we have a fundamental
    
    
    
    
    problem there.  If we can narrow down what we are
    
    
    
    
    talking about, and I am asking, to try to get this
    
    
    
    
    en  the  track, I don't  r>oc that nroblcn omtc az acute
    
    
    
    
    if  one  considers the scope of what we are talking about
    
    
    
    
    here will range somewhere up to 3 degrees rise.
    

    -------
                                                      610
    
    
    
    
    
                    D. H. Brandt
    
    
    
    
              MR. BRANDT:  I believe, sir, the difficulty we
    
    
    
    
    are having here in communicating is the fact that you have
    
    
    
    indicated earlier today the approach that you are applying
    
    
    
    
    that number at the outlet point.  The philosophy to us, as
    
    
    
    
    we had tried to illustrate in our presentation, is that if
    
    
    
    
    you include a mixing zone in a site-by-site evaluation,
    
    
    
    then I think we could certainly find some common ground.
    
    
    
              MR. STEIN:  I don't know whether I had difficulty
    
    
    
    in communicating, because I have communicated this idea
    
    
    
    to many, many people and they had no difficulty under-
    
    
    
    standing it.  But I don't think you quite understand what
    
    
    
    I said.  I think the record will bear this out.
    
    
    
    
              What I am talking about is establishing a
    
    
    
    theoretical mixing zone.  What I said — and I think the
    
    
    
    record will bear this out — if we place a degree
    
    
    
    limitation on temperature at that pipe, that will be for
    
    
    
    the purpose of regulatory control.  This will oblige us
    
    
    
    to deal with the effect that that has on a theoretical
    
    
    
    
    mixing zone, as I see it.
    
    
    
              Now, I do think that the industry will be much
    
    
    
    
    better off — this is my view, and as far as I can see,
    
    
    
    when I have discussed this, I see no one in the industry
    
    
    
    
    who really disagrees with it — you will be much better
    
    
    
    
    off if you will just be responsible for the temperature of
    

    -------
                                                      611
    
    
    
    
    
                  D. H. Brandt
    
    
    
    the water as it comes out of your pipe than 5 miles away
    
    
    
    or 200 yards away or 300 yards away on a current that is
    
    
    
    going in and out.
    
    
    
              I am not saying, nor did I say that that 3
    
    
    
    degrees will necessarily apply to the temperature coming out
    
    
    
    
    of your pipe.  I hope I am communicating that very clearly.
    
    
    
    We are talking about a regulatory system of control, and
    
    
    
    
    I think we have to think this through very carefully.
    
    
    
    
    And the other is the impact on a theoretical mixing zone.
    
    
    
    
              MR. BRANDT:  I appreciate the problem that is
    
    
    
    somewhat associated.
    
    
    
              I have heard you recite it and I have no quarrel
    
    
    
    
    with that as an enforcement standpoint problem.
    
    
    
              However, we feel that the studies going forth,
    
    
    
    the data and evaluation of the operations of existing
    
    
    
    plants have not to this point indicated any need for going
    
    
    
    to the cooling tower concept on the basis of evidence of
    
    
    
    data.
    
    
    
    
              MR. STEIN:  Well, I think the issue is drawn.
    
    
    
    Maybe we don't see this philosophically.  I think your
    
    
    
    
    point is that, for plants in existence, you would be
    

    -------
                                                             612
    
    
    
    
    
    
                          D. H. Brandt
    
    
    
    
    opposed   to any plant that you know on Lake Michigan now
    
    
    
    
    requiring a cooling facility or doing more than they
    
    
    
    
    are doing at the present time.
    
    
    
    
              I think I have stated that fairly, haven't I?
    
    
    
    
    I don't know.  You may not want to answer that.  But I
    
    
    
    
    think the issue is that for any plant in existence, as far
    
    
    
    as I understand your proposal, you would be against putting
    
    
    
    
    in any cooling device.  You think they are all all right
    
    
    
    
    doing what they are doing.
    
    
    
    
              MR. BRANDT:  1 would not take the position that
    
    
    
    
    I would be against doing it in toto.  We would look at the
    
    
    
    
    result of that effluent.  If there is no basis, no harmful
    
    
    
    
    effect, and it does not interfere with other uses of that
    
    
    
    
    water body, I feel that the resource should be utilized
    
    
    
    as long as it is not damaged.
    
    
    
              MR. STEIN:  All right.  I think we are in
    
    
    
    agreement there.  And whose job is it to show that it
    
    
    
    isn't being damaged--the people who use it or us?
    
    
    
    
              MR. BRANDT:  To show that it is not being damaged,
    
    
    
    
    sir, I believe that  for over 2 hours we have identified
    
    
    
    
    the efforts that we are making.  It will take time to
    
    
    
    
    produce the number of samples that you referred to.  We
    
    
    
    
    would certainly suggest that the Palisades plant be per-
    
    
    
    
    mitted to go into service so that the 3 years of
    

    -------
                                                             613
                        D. H. Brandt
    
    
    
    pre-operational testing to provide a base for comparison
    
    
    
    will be a meaningful effort, and that it can be carefully
    
    
    
    
    observed by ourselves and the regulatory agencies in its
    
    
    
    
    operation.
    
    
    
              MR, STEIN:  Well, let me make this very clear,
    
    
    
    
    And I think we really have to think about this,     I think
    
    
    
    
    you have heard what Mr. Currie said about your report —
    
    
    
    
    your proposal that we allow you to put heated water into
    
    
    
    the lake from the Palisades plant — it is not going to
    
    
    
    
    raise the water 3 degrees at least at the pipej it will
    
    
    
    
    raise the water about 1$ degrees — do a 3-year study and
    
    
    
    
    see if it is causing any damage and afterward, then, if
    
    
    
    
    we see that it is causing any damage we do something about
    
    
    
    
    it.
    
    
    
    
              The theory that we have now — at least the
    
    
    
    
    purport of the legislation that we have to administer now
    
    
    
    
    — and I think the States do too — is not only do we have to
    
    
    
    correct pollution  but we have to prevent it before it
    
    
    
    occurs.
    
    
    
    
              How are we going to carry out our obligation
    
    
    
    
    with that kind of an approach?
    
    
    
    
              MR. BRANDT:  Sir, I think the 3 years is mis-
    
    
    
    
    placed.  I defined the pre-operational effort as the effort
    
    
    
    
    going on for 3 years.  It is my opinion that we would
    

    -------
                                                            614
    
    
    
    
                          D. H. Brandt
    
    
    
     conduct a very comprehensive surveillance program, and if
    
    
    
    
     within the first 3 months or 3 days, 3 samples — whatever
    
    
    
    
     it takes — for the people qualified to evaluate it, if
    
    
    
    
     there is harmful effect, we have said we would modify the
    
    
    
     facility.  We also identified that reduction level of power
    
    
    
    
     generation from that station is one of the alternatives
    
    
    
    
     that could control the effluent from that plant until such
    
    
    
    
     time as another alternative could be developed,
    
    
    
              MR, STEIN:  Sir, I read your material in here
    
    
    
     where you had the distinguished firm of Bechtel as con-
    
    
    
    
     sultants, and dealing with the  leadti.me that they say
    
    
    
     you are going to need to correct these things, you are
    
    
    
    
     going to condemn that lake, if you think it is bad, to a
    
    
    
    
     couple of years of damage before it is corrected, right
    
    
    
    
     by your own report.  Is that what you are proposing?
    
    
    
              MR. BRANDT:  Mr. Chairman, that is why I men-
    
    
    
     tioned that the fourth alternative identified there was
    
    
    
     the reduction of load as a solution, so that we don't
    
    
    
    
     encounter the condition that you are speaking of,
    
    
    
    
              MR. STEIN:  Sir, again — and we have gone
    
    
    
    
     through this in many, many places, and the people are out
    
    
    
    
     here and we are out here — when you are talking about the
    
    
    
    
     reduction of load,  once we let you build the  plant,  you are
    
    
    
    
    going to leave us  only the  Hopkins  choice
    

    -------
                                                            615
    
    
    
    
                          D. H. Brandt
    
    
    
    
    of either having a brownout or pollution ox" the lake.
    
    
    
              We are going to recess very shortly, but I
    
    
    
    
    really hope you will rethink that position before you ask
    
    
    
    
    the regulatory agencies to get into that kind of spot where
    
    
    
    
    we are going to be faced a year from now — or as we are
    
    
    
    
    faced with some plants down in south Florida right now —
    
    
    
    
    with the alternative of giving the people brownouts and
    
    
    
    
    not enough electricity, or causing many, many acres of
    
    
    
    Biscayne Bay to become a biological desert for several
    
    
    
    
    years.
    
    
    
              Now, I would hope that you v/ould not place a
    
    
    
    
    choice on us in Lake Michigan, and I would hope that the
    
    
    
    
    conferees would think long and hard before they put them-
    
    
    
    
    selves in that position.  I don't think that the shutting
    
    
    
    
    down of power and the cutting back of power in this age of
    
    
    
    
    power demands and power shortages is a realistic one.
    
    
    
              MR. BRANDT:  Mr. Chairman, we are not suggesting
    
    
    
    damaging this resource.  We have not in any indication caid
    
    
    
    so.  We are saying that the experience to date on the
    
    
    
    existing plant has not indicated any harmful effect from
    
    
    
    
    the presence of their discharge.  We, therefore, feel that
    
    
    
    
    there is evidence — and the other speakers that will
    
    
    
    
    follow us I am sure will point this out in more detail.
    
    
    
    
              MR. STEIN:  Are there any other comments or
    

    -------
                                                       616
    
    
    
    
    
    
                  D. H. Brandt
    
    
    
    
    questions?
    
    
    
    
              Again, I am not sure  that  we are very far apart,,
    
    
    
    
    But I hope the industry, and  I  hope  our people will try
    
    
    
    
    to rethink this, and let's  try  to  see  if we can get some
    
    
    
    
    method of accommodation whereby we can solve this.
    
    
    
    
    Because the way this is operating, I think it would be
    
    
    
    
    unfortunate to have a confrontation  on this.  I don't
    
    
    
    
    think we are very far apart.
    
    
    
    
              Let us recess.  We  have  the  same room
    
    
    
    
    tomorrow, don't we?  We are going  to start at 9:00 a.m.
    
    
    
    
    tomorrow instead of 9:30.
    
    
    
    
              We stand recessed.  Tomorrow we meet in Louis
    
    
    
    
    XVI Suite on the first floor.
    
    
    
    
              (The conference adjourned at 5:45 p.m.)
    
    
    
    
    
    
                                       ft U. S. GOVERNMENT PRINTING OFFICE : 1971 O - 422-409 (Vol. 1)
    

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