EPA/600/8-85/015
                                                  December 1985
   Validity of Effluent and Ambient
     Toxicity Testing for  Predicting
Biological  Impact on Five Mile Creek,
           Birmingham, Alabama
                         Edited by

                     Donald I. Mount, Ph.D.1
                       Alexis E. Steen2
                     Teresa J, IMorberg-King1
                 'Environmental Research Laboratory
                U.S. Environmental Protection Agency
                     6201 Congdon Blvd.
                    Duluth, Minnesota 55804

              2EA Engineering, Science, and Technology, Inc.
                 (formerly Ecological Analysts, Inc.)
                   Hunt Valley/Loveton Center
                       15 Loveton Circle
                    Sparks, Maryland 21152
               Environmental Research Laboratory
               Office of Research and Development
              U.S. Environmental Protection Agency
                     Duluth, MN 55804

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                            Disclaimer
This document has been reviewed in accordance with U.S. Environmental
Protection Agency policy and approved for publication. Mention of trade names
or commercial products does not constitute endorsement or recommendation
for use.

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                               Foreword
The Complex Effluent Toxicity Testing Program was initiated to support the
developing trend toward water quality-based toxicity control in the National
Pollutant Discharge Elimination System (NPDES) permit program. It is designed
to investigate, under actual discharge situations, the appropriateness and utility
of "whole effluent toxicity" testing in the identification, analysis, and control of
adverse water quality impact caused by the discharge of toxic effluents.

The four objectives of the Complex Effluent Testing Program are:

 1.  To investigate the validity of effluent toxicity tests in predicting adverse
     impact on receiving waters caused by the discharge of toxic effluents.

 2.  To determine appropriate testing procedures which will support regulatory
     agencies as they begin to establish water quality-based toxicity control
     programs.

 3.  To serve as a practical case example of how such testing procedures can be
     applied to a toxic effluent discharge situation involving a single discharge to
     a receiving water.

 4.  To field test short-term chronic toxicity tests involving the test organisms,
     Ceriodaphnia^ and Pimephales promelas,

Until recently, NPDES permitting has focused on  achieving technology-based
control levels for toxic and conventional pollutants in which regulatory author-
ities set permit limits on the basis of national guidelines. Control levels reflected
the best treatment technology available, considering technical and economic
achievability. Such limits did not, nor were  they designed to, protect  water
quality on a site-specific basis.

The NPDES permits program, in existence for over 10 years, has achieved the
goal of implementing technology-based controls. With these controls largely in
place,  future controls for toxic pollutants will, of  necessity, be based on site-
specific water quality considerations.

Setting water quality-based  controls for toxicity can be accomplished in two
ways. The first is the pollutant-specific approach which involves setting limits for
single chemicals, based on laboratory-derived no-effect levels. The second is the
"whole effluent" approach which involves setting limits using effluent toxicity
as  a control parameter. There are advantages  and disadvantages to both
approaches.

The "whole effluent" approach eliminates the need to specify a limit for each of
thousands of substances that may be found in an effluent. It also includes all
interactions between constituents as well as biological availability. Such limits
determined on fresh effluent may not reflect toxicity after aging in the stream
and fate processes  change effluent composition. This problem is less important
'"The species of Ceriodaphnia used for this study is not known with certainty. The stocks were thought to be C.
  reticulatahul. in November 1983, based on taxonomic verification by Dorothy Berner, Ph.D. (Temple University,
  PA), a second species, C. dubia was also discovered in the stock cultures. The exact determination of the species
  tested is not critical to this study, and all reference is to the genus in this report. The cultures used for the October
  study were^subsequently identified as C. dubia.

                                    ni

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since permit limits are normally applied at the edge of the mixing zone where
aging has not yet occurred.
This report is based on the third of the eight site studies which consisted of three
discharges into a small river near Birmingham, Alabama,
To date, eight sites involving municipal and industrial dischargers have been
investigated. They are, in order of investigation:
 1,  Scippo Creek, Circleville, Ohio
 2.  Ottawa River, Lima, Ohio
 3.  Five Mile Creek, Birmingham, Alabama
 4.  Skeleton Creek, Enid, Oklahoma
 5.  Naugatuck River, Waterbury, Connecticut
 6.  Back River, Baltimore Harbor, Maryland
 7.  Ohio River, Wheeling, West Virginia
 8.  Kanawha River, Charleston, West Virginia
This project is a research effort only and has not involved either NPDES permit
issuance or enforcement activities. The study site was at Birmingham, Alabama,
and the study was conducted in February and October 1983.
                                              Rick Brandes
                                              Permits Division
                                              Nelson Thomas
                                              ERL/Duluth
                                              PROJECT OFFICERS
                                              Complex EffluentToxicity
                                              Testing Program
                                  IV

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                              Contents


                                                                   Page

Foreword	iii

Figures	 vii

Tables	viii

Acknowledgements	xiii

List of Contributors	xiv

Executive Summary	xv

Quality Assurance	xvi

  1.   Introduction	1-1

  2.   Study Design			2-1
      2.1  Toxicity Testing Study Design	2-1
      2.2   Field Survey Study Design			.  2-2
      2.3   Comparison of Laboratory Data and Field Data	2-2

  3.   Site Description	3-1

  4,   Toxicity of Effluents and Receiving Water, February 1983	4-1
      4.1   Chemical/Physical Conditions	4-1
      4.2   Results of Fathead Minnow Growth Tests	4-1
      4.3   Results of Ceriodaphnia Reproductive Potential Tests	4-2
      4.4   Discussion	4-2

  5.   Toxicity of Effluents and Receiving Water, October 1983		5-1
      5.1   Chemical/Physical Conditions	5-1
      5.2   Results of Fathead Minnow Growth Tests.	  5-1
      5.3   Results of Ceriodaphnia Reproductive Potential Tests	5-1
      5.4   Discussion	  5-4

  6.   Hydrological Analysis, February 1983	6-1
      6.1   Stream/Discharge Flow Relationships	6-1
      6.2   Time-of-Travel Study	6-2
      6.3   Effluent Configuration—Coke Plant 1	  6-2
      6.4   Evaluation of Dilution Characteristics	6-3
      6.5   Summary	  6-4

  7.   Hydrological Analysis, October 1983	7-1
      7.1   Stream/Discharge Flow Measurements	7-1
      7.2   Effluent Configuration—POTW	7-2
      7.3   Effluent Configuration—Coke Plant 2	  7-2
      7.4   Effluent Configuration—Coke Plant 1	7-3
      7.5   Evaluation of Dilution Characteristics	7-4

  8.   Periphytic Community, February 1983	8-1
      8.1   Community Structure	8-1
      8.2   Chlorophyll a and Biomass	8-2
      8.3   Evaluation of Periphytic Community Response	8-3

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                       Contents (continued)
                                                                Page
 9.  Benthic Macroinvertebrate Community Survey, February 1983	9-1
     9,1  Community Composition	9-1
     9.2  Comparison of Community Indices Among Stations	9-1
     9.3  Taxa Differences Among Stations	9-1
     9.4  Evaluation of the Benthic Community 	9-2

10.  Benthic Macroinvertebrate Community Survey, October 1983	10-1
     10.1   Comparison of Community Indices Among Stations	10-1
     10.2   Community Composition and Distribution	10-1
     10.3   Comparison Between February and October Surveys	10-3

11.  Fish Community Survey, February 1983	11-1
     11.1   Community Structure	11-1
     11.2   Evaluation of Fish Community Response	11-1

12.  Fish Community, October 1983	12-1
     12.1   Community Structure	12-1
     12.2   Evaluation of Fish Community Response	12-1
     12.3   Comparison Between February and October Surveys	12-1

13.  Plankton Community Survey, October 1983	13-1
     13.1   Community Structure	13-1
     13.2   Evaluation of the Zooplankton Community ,	13-1

14.  Comparison Between Laboratory Toxicity Tests and
     Instream Biological Response	14-1
     14.1   Prediction of Instream Community Impacts Based on
           Effluent Dilution Test Results	14-3
     14.2   Prediction of Instream Community Impacts Based on
           Ambient Toxicity Test Results 	14-3
     14.3   Summary	14-4

References	R-1

Appendix A; Toxicity Test and Analytical Methods	A-1

Appendix B: Hydrological Sampling and Analytical Methods	B-1

Appendix C: Biological Sampling and Analytical Methods	C-1
                                                               *
Appendix D: Toxicological Test Data	D-1

Appendix E:  Biological Data	E-1

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                               Figures
Number                                                       Page

   2-1    Sampling stations, Five Mile Creek, Birmingham,
         Alabama.	2-1

   6-1    Time-of-travel study on Five Mile Creek,
         February 1983	  6-2

   6-2    Dilution contours in Five Mile Creek downstream from Coke
         Plant 1, 9 February 1983	6-3

   7-1    Dilution contours in Five Mile Creek downstream from the
         PQTW discharge, 4 October 1983	7-2

   7-2    Dilution contours in Five Mile Creek downstream from
         Coke Plant 2, 6 October 1983	7-3

   7-3    Dilution contours in Five Mile Creek downstream from
         Coke Plant 1, 9 October 1983	7-4

   7-4    Flow contributions to Five Mile Creek from upstream and
         from three discharges, October 1983..		  7-4
  12-1    Total number of fish captured per 93 m2 of stream. Five Mile
         Creek and tributaries, Birmingham, Alabama,
         October 1983	12-2
                                  VII

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                             Tables
Number                                                       Page

   4-1    Seven-day Percent Survival of Larval Fathead Minnows
         Exposed to Various Concentrations of Three Effluents in
         Different Dilution Waters, Birmingham, Alabama,
         February 1983  	4-1

   4-2   Mean Individual Dry Weights of Larval  Fathead Minnows
         After Seven Days of  Exposure to Various Concentrations
         of Coke Plant 1 Effluent in Two Dilution Waters,
         Birmingham, Alabama, February 1983	4-3

   4-3   Mean Individual Dry Weights of Larval  Fathead Minnows
         After Seven Days of  Exposure to Various Concentrations
         of Coke Plant 2 Effluent in Two Dilution Waters,
         Birmingham, Alabama, February 1983	4-3

   4-4   Mean Individual Dry Weights of Larval  Fathead Minnows
         After Seven Days of  Exposure to Various Concentrations
         of POTW Effluent in  River Water, Birmingham, Alabama,
         February 1983  	4-4

   4-5   Mean Individual Dry Weights of Larval  Fathead Minnows
         After Seven Days of  Exposure to Various Concentrations
         of Exposure to Water from Various Ambient Stations,
         Birmingham, Alabama, February 1983	4-4

   4-6   Seven-Day Percent Survival of Larval Fathead Minnows
         Exposed to Water from Various Ambient Stations,
         Birmingham, Alabama, February 1983	 4-4

   4-7   Mean Young Per Female and Percent Survival of
         Ceriodaphnia After Seven Days  in Three Effluents at
         Various Concentrations and Dilution Waters, Birmingham,
         Alabama, February 1983	4-5

   4-8   Mean Young Per Female and Percent Survival of
         Ceriodaphnia After Seven Days  of Exposure to Water from
         Stream Stations for Ambient Toxicity Tests,
         Birmingham, Alabama, February 1983	4-5

   5-1    Seven-Day Percent Survival of Larval Fathead Minnows
         Exposed to Various Concentrations of Three Effluents in
         Different Dilution Waters, Birmingham, Alabama,
         October 1983	5-2

   5-2   Mean Individual Dry Weights of Larval  Fathead Minnows
         After Seven Days of  Exposure to Various Concentrations
         of Three Effluents in Different Dilution  Waters,
         Birmingham, Alabama, October 1983	5-2

   5-3   Percent Survival of Larval Fathead Minnows After Seven
         Days of Exposure to Water from Various Ambient Stations,
         Birmingham, Alabama, October 1983	5-3

                                viii

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                       Tables (continued)


Number                                                       Page
  5-4    Mean Individual Dry Weights of Larval Fathead Minnows
         After Seven Days of Exposure to Water from Various
         Ambient Stations, Birmingham, Alabama, October 1983 .... 5-3

  5-5    Percent Survival and Mean Young Per Female Ceriodaphnia
         After Seven Days of Exposure to Three Effluents at Various
         Concentrations in Three Dilution Waters, Birmingham,
         Alabama, October 1983  	5-3

  5-6    Percent Survival and Mean Young Per Female Ceriodaphnia
         After Seven Days of Exposure to Water from Various
         Ambient Stations, Birmingham, Alabama, October 1983 .... 5-4

  5-7    48-Hour Survival of  Ceriodaphnia Exposed to Discrete
         Samples of 100 Percent Effluent from Coke Plant 2,
         Birmingham, Alabama, October 1983	5-4

  5-8    Acceptable Effluent Concentration (AEC) for Three Effluents
         for Fathead Minnows and Ceriodaphnia, Birmingham,
         Alabama, October 1983	 5-5

  6-1    Measured and Estimated Flows at Biological Sampling
         Stations and Discharges on Five Mile Creek,
         February 1983	6-1

  6-2    Percent Flow Contribution from the Three Discharges at
         Selected Sampling Stations on Five Mile Creek,
         February 1983		6-4
  7-1    Measured Flows at Biological Sampling Stations on Five
         Mile Creek, October 1983	7-1

  7-2    Average Five Mile Creek Flow and Percent Flow Contribution
         from Three Discharges for the Period 4-10, October 1983 . .. 7-4

  8-1    Summary of Periphyton Composition and Diversity on
         Natural Substrates in Five Mile Creek, February 1983	8-1

  9-1    Average Density of the Most Abundant Macroinvertebrate
         Species at Each Sampling Station from Five Mile  Creek,
         February 1983	9-1

  9-2    Shannon-Wiener Diversity  Indices, Associated Evenness
         and Redundance Values, and Community Loss Indices
         Calculated on Benthic Data from Five Mile Creek,
         February 1983	 9-2

 10-1    Community Data for Benthic Macroinvertebrates  from
         Quantitative Sampling of Five Mile Creek, October 1983 . . . 10-2

 10-2    Average Density of Benthic Macroinvertebrates Collected
         from Five Mile Creek, October 1983	10-2

 11-1    Numbers of Fish Collected from Five Mile Creek,
         Birmingham, Alabama, October 1983	11-1

 11-2    Shannon-Wiener Diversity  Indices, Associated Evenness
         and Redundancy Values, and Community Loss Index for
         Fish Data, Five Mile  Creek,  February 1983	11-2

 12-1    Numbers of Fish Collected from Five Mile Creek,
         Birmingham, Alabama, October 1983	12-2

                               ix

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                       Tables (continued)
Number                                                       Page

  13-1    Zooplankton Taxa Present at Ambient Stations, Five Mile
         Creek, Birmingham, Alabama, October 1983	13-1

  14-1    Comparison Between the Acceptable Effluent
         Concentration and the Instream Waste
         Concentration	14-3

  14-2    Percent Increase in Degree of Toxicity and Percent
         Reduction in Number of Taxa for the Instream
         Biological Community	14-4

  14-3    Comparison of Ambient Toxicity Test Results and Instream
         Biological Impact at Four Levels of Percent Difference	14-5

  14-4    Percent of Correctly Predicted Impacted Stations Using
         Four Levels of Defined Impact	14-5

   B-1    Transect Locations Used During the Dye Studies at Three
         Sites on Five Mile  Creek, February and October 1983	 B-2

   C-1    Station  Lengths and Pool, Run, and Riffle for Fish Survey
         Birmingham, Alabama, February 1983	C-2

   C-2    Dimensions of Pool and Riffle Habitat at Each Station,
         Birmingham, Alabama, October 1983	 C-3

   D-1    Routine Chemistry Data for Three Effluents in Various
         Waters for Fathead Minnows Tests, Birmingham,
         Alabama. February 1983	D-1

   D-2    Final Water Chemistry for Ceriodaphnia Tests,
         Birmingham, Alabama, February 1983	D-2

   D-3    Routine Chemistry Data for Three Effluents and Various
         Stream  Stations for Fathead Minnows Tests, Birmingham,
         Alabama, October 1983	D-3

   D-4    Final Water Chemistry Data for Ceriodaphnia Tests,
         Birmingham, Alabama, October 1983	D-5

   D-5    Seven-Day Percent Survival of Larval Fathead Minnows
         Exposed to Water from Various Ambient Stations,
         Birmingham, Alabama, October 1983	D-6

   D-6    Mean Individual Weights of Larval Fathead Minnows
         After Seven Days Exposure to Water from Various
         Tributary Ambient Stations, Birmingham, Alabama,
         October 1983	D-6

   D-7    Percent Survival and Young Production of Ceriodaphnia
         Exposed to Water from Ambient Stations, Birmingham,
         Alabama, October 1983	D-6

   E-1    Abundance of Periphytic Algae on Natural Substrates in
         Five Mile Creek, February 1983	E-1

   E-2    Abundance of Periphytic Algae on Natural Substrates in
         Black Creek, February 1983 	E-2

   E-3    Summary of Periphyton Species Composition and
         Diversity on Natural Substrates in Black Creek,
         February 1983  	E-2

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                       Tables (continued)


Number                                                        Page
  E-4    Chlorophyll a and Biomass Data and Statistical Results
         for Periphyton Collected from Natural Substrates in
         Five Mile Creek, February 1983	 E-3

  E-5    Chlorophyll a and Biomass Data for Periphyton Collected
         from Natural Substrates in Black Creek, February 1983  .... E-3

  E-6    Ranked Abundance Listing of All Macroinvertebrates
         Collected from Five Mile Creek, February 1983	 E-3

  E-7    Density of Benthic Macroinvertebrates from Replicate
         Samples Collected in Five Mile Creek, Birmingham,
         Alabama, February 1983	E-5

  E-8    Density of Benthic Macroinvertebrates from Replicate
         Samples Collected in Black Creek, Birmingham, Alabama,
         February 1983  	E-9

  E-9    Density of Benthic Macroinvertebrates from Replicate
         Samples, Five Mile Creek, Birmingham, Alabama,
         October 1983	E-10

 E-10    Density of Etenthic Macroinvertebrates from Replicate
         Samples of the Tributaries to Five  Mile Creek,
         Birmingham, Alabama, October 1983	E-12

 E-11    Occurrence of Benthic Macroinvertebrates of Five Mile
         Creek from Quantitative and Qualitative Samples,
         October 1983		 E-13

 E-12    Community Data for Benthic Macroinvertebrates from
         Tributaries to Five Mile Creek, October 1983	E-14

 E-13    Qualitative Sampling of Benthic Macroinvertebrates
         from Five Mile Creek,  Birmingham, Alabama,
         October 1983	E-15

 E-14    Qualitative Sampling of Benthic Macroinvertebrates
         from Tributaries to Five Mile Creek, Birmingham,
         Alabama, October 1983  	E-16

 E-15    Synopsis of Benthic Macroinvertebrate Data from Five
         Mile Creek, Birmingham, Alabama, October 1983	E-16

 E-16    Analysis of Variance and Tukey's Studentized Range Test
         Results for Major Groups of Benthic Macroinvertebrates,
         Five Mile Creek, February 1983	 E-17

 E-17    Analysis of Variance and Tukey's Studentized Range Test
         Results for Key Species of Benthic Macroinvertebrates,
         Five Mile Creek, February 1983	E-18

 E-18    Abundance Statistics for Major Benthic Taxa, Five Mile
         Creek, February 1983	E-19

 E-19    Abundance Statistics for Major Benthic Taxa, Five Mile
         Creek, October 1983	E-20

 E-20    Analysis of Variance and Tukey's Studentized Range Test
         Results for Major Groups of Benthic Macroinvertebrates,
         Five Mile Creek, October 1983	E-21

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                       Tables (continued)


Number                                                      Page
 E-21    Analysis of Variance and Tukey's Studentized Range Test
         Results for Key Species of Benthie Macroinvertebrates,
         Five Mile Creek, October 1983	E-22

 E-22    List of Fish Species and Families Collected from Five
         Mile Creek, Birmingham, Alabama, February 1983	E-23

 E-23    Numbers of Fish Collected from Black Creek Near
         Birmingham, Alabama, February 1983	E-24

 E-24    Shannon-Wiener Diversity Indices, Associated Evenness
         and Redundance Values, and Community Loss Index for
         Fish Data from Black Creek, February 1983	E-24

 E-25    Numbers of Fish Collected from Tributaries to Five Mile
         Creek, Birmingham, Alabama, October 1983............ E-24

 E-26    List of Fish Species and Families Collected from Five
         Mile Creek and Tributaries, Birmingham, Alabama,
         October 1983	E-25

 E-27    Mean Densities of Plankton from Tributaries to Five Mile
         Creek, Birmingham, Alabama, October 1983	E-25

 E-28    Mean Densities of Plankton from Five Mile Creek,
         Birmingham, Alabama, October 1983	E-26

 E-29    Densities of Rotifers in Five Mile Creek and
         Tributaries, Birmingham, Alabama, October 1983	E-26

 E-30    Presence of Crustacean Taxa in Five  Mile Creek and
         Tributaries, Birmingham, Alabama, October 1983	E-27
                               XII

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                       A cknowledgements


Personnel from the Montgomery and Birmingham  offices  of the Alabama
Department of Environmental Management (DEM) collected water samples
which  were shipped to ERL-Duluth  for preliminary  testing and  provided
streamflow data. DEM personnel also obtained the necessary authorizations
from industrial facilities to collect effluent samples.

EPA personnel from  Region  IV  assisted in selecting site locations, sample
collection, obtaining required electrical sources for the mobile laboratory, and
providing well water. The assistance provided by William H. Peltier, III, on the
October fathead minnow tests is especially appreciated.
                                 XIII

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                         List of Contributors
        Toxicity of Effluents and Receiving Water, February 1983
               Donald I, Mount1 and Teresa J. Norberg-King1

        Toxicity of Effluents and Receiving Water, October 1983
                 Donald I. Mount1 and William H. Peltier, III2

            Hydrological Analysis, February and October 1983
                            Jonathan C, Yost3

                  Periphytic Community, February 1983
                           Ronald J. Bockelman3

      Benthic Macroinvertebrate Community, February 1983 Survey
              Michael T. Barbour3 and Anna T. Shaughnessy4

      Benthic Macroinvertebrate Community, October 1983 Survey
       Thomas H. Roush1, Richard Connelly3, and Michael T, Barbour3

                     Fish Community, February 1983
                 David A. Mayhew3 and David P. LeMarie3

                     Fish Community, October 1983
                            David A. Mayhew3

                   Plankton Community, October 1983
                Thomas H. Roush1 and Richard A, Connelly3

               Comparison of Laboratory Toxicity Data and
                    Receiving Water Biological Impact
      Donald I. Mount1, Nelson A. Thomas1, and Teresa J. Norberg-King1

                   Principal Investigator: Donald I. Mount1
'U.S. Environmental Protection Agency. Environmental Research Laboratory—Duluth, 6201 Congdon Blvd,
 Duluth, Minnesota 55804.
'U.S. Environmental Protection Agency. Region IV. Environmental Services Division. College Station Road,
 Athens, Georgia 30613.
"EA Engineering, Science, and Technology, Inc. (formerly Ecological Analysts, Inc.), Hunt Valley/Loveton Center,
 15 Loveton Circle, Sparks, Maryland 21152.
*EA Engineering, Science, and Technology, Inc. Current Address; Martin Marietta Environmental Systems, 9200
 Rumsey Road, Columbia, Maryland 21045.
                                   XIV

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                         Executive Summary


This report describes an  investigation to determine the validity of laboratory
toxicity tests to predict biological impact in receiving water. The first site visit in
February 1983 was adversely affected by heavy rainfall immediately preceding
and during the visit. Two of the treatment plants were discharging at twice their
design flows and stream sampling was difficult. The second visit was in October
1983 when flow conditions were acceptable.

The  biological survey of  the stream revealed a substantial impact  near and
downstream of the two coke plants and the POTW. The effluent toxicity tests
predicted impact at three stations and the survey found approximately one-half
or fewer species present at those stations. The ambient  toxicity tests also
measured toxicity at these stations as well.

Both the toxicity data and the biological survey data show that impacts at
different stations affect species differently. No one test species  or community
group will reveal the impact present at  every station.

The results of this study combined with those of previous published studies and
ones yet to be completed  will be used to recommend the best available way to
predict the impacts of discharges on biological communities using effluent and
ambient toxicity tests. The data from this study clearly indicate the utility of
effluent toxicity tests.
                                   xv

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                         Quality Assurance


Coordination  of the various studies was completed by  the principal
investigator preceding and during the onsite work. A reconnaissance trip was
made to the site before the study and necessary details regarding transfer of
samples, specific sampling sites, dates of collections, and measurements to be
made on each sample were delineated. The evening before the study began, a
meeting was held onsite to clarify again specific responsibilities and make last
minute adjustments in schedules and measurements. The mobile laboratory
was established as the center for resolving problems and adjusting of work
schedules as delays or weather affected the completion of the study plans. The
principal investigator was responsible  for  all Quality Assurance-related
decisions onsite.

All  instruments were calibrated daily by the methods  specified by  the
manufacturers. For sampling and toxicity testing, the protocols described in the
referenced published reports were followed. Where identical measurements
were made in the field and laboratory, both instruments were cross-calibrated
for consistency.
                                  XVI

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                                        1.  Introduction
Future activities in water pollution control will fo-
cus, in part, on the control of toxic pollutants that
impact water quality. There are two methods used
in controlling toxic impact: pollutant-specific con-
trols and  "whole effluent toxicity" controls. Be-
cause toxicity testing evaluates a living organism's
response,  it has an  advantage over chemical-
specific analyses which may not identify all pollu-
tants  in a wastewater sample and which cannot
detect toxicity  interactions. Toxicity information
can provide a basis for permit limits based on state
water quality standards for toxicity- or technology-
based requirements.

This report is organized into sections correspond-
ing  to the project tasks.  Following an overview of
the study design and a summary of the description
of the site, the chapters are arranged into toxicity
testing, hydrology, and ecological surveys for the
two study periods (February and October 1983). An
integration of the laboratory and field studies is
presented in Chapter 14. All methods and support
data are included in the appendix along with the
tributary data.
                                               1-1

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                                         2.  Study Design
The site chosen for study was Five Mile Creek at
Birmingham,  Alabama (Figure 2-1). The study in-
cluded  three  discharges: two coke plants and  a
publicly owned treatment works (POTW).  A more
complete description of the study area is included
in Chapter 3. This study required laboratory tests to
measure expected effluent dilutions that would be
safe for chronic exposure. In conjunction with these
toxicity tests,  biological  surveys of Five Mile Creek
were conducted to identify structural effects on rep-
resentative  biotic communities and selected popu-
lations from point-source discharges. Hydrological
analyses included effluent configuration studies to
define the mixing characteristics of the dischargers.
     The study was conducted 8-14 February 1983 dur-
     ing very high river flows. A follow-up study was
     conducted during  4-10  October  1983 which was
     preceded by several weeks of lower river flows. The
     methods used  in  the study are detailed in Ap-
     pendixes A, B, and C. The respective study designs
     for the laboratory and field aspects, as well as the
     data analysis task, are  outlined  in the following
     sections.

     2.1  Toxicity Testing  Study Design

     Effluent  toxicity tests were performed on each  of
     the three effluents  (Coke Plants  1  and 2 and the
           Tributary Stations
Stations
                           Discharges of Interest
   Station FO Five Mile Creek Headwaters   Station 1
   Station T1 Tarrant Branch            Station 2
   Station B1 Barton Branch            Station 2A
   Station B2 Black Creek              Station 3
                                   Station 4
    \                              Station 5
     IT Station 9                     Station
                                   Station
            RK 58.1
            RK 53.3
            RK 53.0
            RK 52.3
            RK 52.1
            RK 50.0
            RK 42.6
            RK 365
            RK 28.2
            RK 16.1
Coke Plant 1               RK 52.8
Coke Plant 2               RK 50.5
Railroad Maintenance Facility  RK 52.2
POTW                   RK 41.8
                           Mineral Springs
                            Republic Rd.
  Brookside-Coalburg Rd.,,

                    Station 8
                                                                                             Station T1
                I Miles
      02468
                 Kilometers
                                 Station 2A
                           / Coke Plant 1
                         Railroad
                       Maintenance
                         Facility
Figure 2-1.   Sampling stations, Five Mile Creek, Birmingham, Alabama.

                                                 2-1

-------
POTW) to measure subchronic effects on growth of
larval fathead minnows  (Pimephales promelas)
and chronic reproductive effects on Ceriodaphnia.
A range of effluent concentrations was used so that
acute mortality also could be measured,  if  it  ex-
isted. The objective of these tests was to estimate
the maximum concentration of each  effluent that
would result in no chronic effects on growth (fat-
head minnows) or reproduction (Ceriodaphnia).

Resident species from eight different families were
also tested for acute toxicity of each effluent during
February. This sought to  determine if there were
any species more or less resistant to the effluents
than the fathead minnows and Ceriodaphnia used
in the chronic tests. However, many problems were
encountered in testing indigenous species, result-
ing in invalid test results, and these data are  not
presented.

In  February 1983, five tests were performed in
which each effluent was diluted with a high quality
dilution water (well water from the Athens,  Geor-
gia, EPA Laboratory) to measure the inherent toxic-
ity of each waste (Chapter 4). Three of those tests
were conducted using  Ceriodaphnia in each  of the
three effluents using well water as the diluent, and
fathead minnows  were tested using well water as
the diluent only for the two industrial discharges. In
addition,  fathead  minnows were tested with one
industrial effluent and a diluent water that was col-
lected much farther upstream above all outfalls.
This test was conducted for comparison with  acute
fathead minnow toxicity tests which Region IV EPA
was conducting concurrently. Toxicity tests were
also conducted using water  taken from locations
directly upstream of each discharge as the dilution
water in  the  Ceriodaphnia and fathead minnow
tests.

In October 1983, the dilution water for the effluent
tests was taken from immediately upstream of each
discharge. Therefore, the second discharge down-
stream of the first was diluted with stream  water
containing the upstream effluent, and the  most
downstream effluent of the three  discharges was
diluted with stream water containing some of both
upstream  effluents. Thus, the inherent toxicity of
the two downstream discharges was not measured
but rather the combined effects of that effluent and
the upstream  effluent(s) (Chapter 5). This approach
was necessary because the objective was to esti-
mate impact below each discharge.

In addition to the  above tests stations were estab-
lished at locations from above the discharges at
river kilometer (RK) 58.1 to below the discharges at
RK 28.2 to measure ambient toxicity. The purpose
of these tests was to measure the loss of toxicity
from the effluents after mixing, dilution from other
stream inputs, degradation, and other losses such
as sorbtion and settling. The tests would also pro-
vide data for predicting ecological impact for com-
parison with the stream biological survey without
having to know the effluent concentration. These
tests were done with Ceriodaphnia and fathead
minnows.

2.2 Field Survey Study Design
The field surveys included  a quantitative  assess-
ment of  the  periphytic,  zooplanktonic, benthic
macroinvertebrate, and fish communities. Periphy-
ton were  collected in February, and zooplankton
were collected in October. Fish and benthic com-
munities  were sampled during both February and
October.

The hydrological measurements were conducted
using dye studies at each of three sites to  identify
the individual dilution characteristics of each efflu-
ent (Chapters 6 and 7). By modeling downstream
dilution contours for each  discharger, the exposure
concentrations at various ambient stations could be
established. Streamflow measurements were per-
formed on several days at biological collection sta-
tions to define  more accurately the instream and
effluent concentrations.

The periphyton study measured chlorophyll a and
biomass  to estimate composition  and relative
abundance (Chapter 8). The relatively short repro-
duction time and  rapid  seasonal fluctuation in
growth of periphytic algae  make that community
indicative of recent exposure conditions.

The benthic survey investigated  community re-
sponse above and  below the discharge areas
(Chapters 9 and 10). The benthic community mea-
sured by  the methods used in this report is less
mobile than other community groups, such as fish,
and therefore is a better indicator of water quality
where the community is measured.

The fish survey measured the species present and
their relative abundance  as a means to  discern
community changes upstream and downstream of
the discharges (Chapters  11 and 12).

In contrast to the  more sedentary periphytic and
benthic communities, planktonic communities in
lotic systems drift  downstream and do not neces-
sarily reflect exposure at  the collection site. Crus-
tacean zooplankton  populations were measured
and used  as an indicator of planktonic community
response  (Chapter 13). Incidental catches of  net
phytoplankton were also examined for trends.

2.3  Comparison of Laboratory Data and
     Field Data
The final  component of this study integrated  the
toxicity predictions with the measured community
                      2-2

-------
impact. Where the instream waste concentrations
are known, results of the effluent dilution tests can
be used to predict ambient toxicity. Results of the
ambient toxicity tests can be used to predict com-
munity  impact regardless  of whether instream
waste concentrations are known. In addition, the
ambient test and effluent dilution tests results can
be compared.
                                                                     2-3

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                                     3. Site Description
Three discharges into Five Mile Creek were investi-
gated in this study—two coke plants with associ-
ated chemicals production  and a publicly owned
treatment works (POTW) (Figure 2-1). The POTW
contributed the largest volume of effluent to the
creek averaging about 0.42 m3/sec, whereas Coke
Plants 1 and 2 contributed approximately 0.008 and
0.169 m3/sec, respectively,  during February 1983.
During the October 1983 study, the POTW and Coke
Plant 2 contributed less than half of the above val-
ues; the Coke Plant 1  contribution was similar to
February. Five Mile Creek also receives runoff from
a railroad maintenance facility and from strip mining
operations downstream of the City of Birmingham.
Five Mile Creek originates within a residential and
commercial area of Birmingham and therefore may
be subjected  to some form of perturbation other
than that investigated in this study.

Five Mile Creek experiences a wide range of flows,
varying from low runoff  periods to storm events.
During the February survey, flows were relatively
high, averaging 5.6 m3/sec. The creek was  about
15.2 m in width, with depths varying  from  0.3 to
1.5m. During this period of high flow, runs pre-
dominated the study areas. Riffles were numerous,
but pools were relatively infrequent. During Octo-
ber, flows were generally less than half of those in
February. The study area  incorporated approxi-
mately 48 river kilometers of the creek, and many
stations were located .where previous biological
studies had been conducted (Figure 2-1). Each bio-
logical station was selected to include a pool and
riffle  habitat, if possible, where collections were
taken depending on  study design requirements. Di-
mensions of these  habitats for each station are
given in Tables C-1  (February) and C-2 (October).
Station descriptions for both studies, as depicted in
Figure 2-1 are
  1.  Station 1 was  located at Lawson Road Bridge
      (RK 58.1). The pool area was open; riffle was
      shaded  by  hardwoods.  The substrate was
      gravel and rubble over sand with rocks (0.1-
      0.3 m in diameter) prevalent in the riffle area.
      Water velocity in the  run areas during Octo-
      ber was about 0.44 m/sec and the water was
      clear. The surrounding land was open field
      and forested.
  2.  Station 2 was an area above Coke Plant 1 at
      Springdale  Road Bridge, downstream from
    Loveless Branch (RK 53.3). Shore vegetation
    was hardwoods,  although  shading of the
    stream did not occur. The water was quite
    clear. The substrate was fist-sized rocks
    imbedded in sand. Water velocity in the run
    area during October  was about 0.76 m/sec.
    The surrounding land was a mixture of resi-
    dential, commercial, and parkland.

2A. Station 2A was located immediately above a
    low head dam and above Coke Plant 1. This
    station was used only for  toxicity testing
    samples.

3.   Station 3 was located 0.5 km downstream of
    Coke Plant 1 (RK 52.3). The water was turbid
    and there was no tree cover on the banks.
    The pool substrate was primarily large rocks
    with some gravel. The riffle was  mostly a
    torrent over large rocks with some pockets of
    gravel which were utilized  for  benthic
    macroinvertebrate collections. Water veloc-
    ity in the run area in  October approximated
    0.28 m/sec.

4.   Station 4 was immediately below the conflu-
    ence of  runoff from railroad  maintenance
    facilities with Five Mile Creek (RK 52.1). No
    pool was present at this station. The substrate
    was primarily a concrete bed (footing from a
    bridge located at  this station) covered with
    periphytic growth and some large rocks. This
    station was sampled only in February.

5.   Station 5 was located in  the vicinity of the
    Rt. 31 bridge (RK 50.0). No well-defined pool
    and riffle were discernible since the reach
    was essentially a channel with a  boulder
    substrate throughout. Benthic macroinverte-
    brates were taken from pockets of gravel.
    The rocks were very slick and the water was
    turbid. Water velocity was 0.38 m/sec in Oc-
    tober. The  surrounding area was predomi-
    nantly hardwood, but no shading occurred.

6.   Station  6  was  located at the Acipico-
    Coalburg Bridge (RK 42.6)  immediately
    above the confluence with Black Creek. The
    stream was wide and shallow with poorly
    discernible pool and  riffle. The velocity was
    0.30 m/sec in  October. On the bank, hard-
    woods essentially shaded all of the stream.
                                              3-7

-------
      The substrate was bedrock with pockets of
      gravel and a few boulders. The stream was
      uniformly wide and shallow with no channel.
      The water was moderately clear.

  7.   Station 7  was located  at the  Mineral
      Springs - Republic Road Bridge downstream
      of the  POTW (RK 36.5). Poorly discernible
      pool and riffle areas were present because
      the stream was wide and shallow as at Sta-
      tion 6. The substrate was bedrock with large
      rocks and pockets of sand.  A hardwood
      canopy was present. Water  velocity was
      about 0.51 m/sec. Forested land surrounded
      the stream at Station 7.

  8.   Station 8 was at the Bevins Chapel - Brook-
      side Road (RK 28.2). A water velocity of 0.30
      m/sec was measured in October; the water
      was clear. Hardwoods on the bank provided
      considerable shading. The substrate in both
      the riffle and pool was gravel  and fist-sized
      rocks imbedded in sand.

  9.   Station 9fal  was near Linn  Crossing at  the
      US 78 bridge (RK 16.1). A water velocity of
      0.44  m/sec  was measured  in  October;  the
      water was turbid. The bank vegetation was
      hardwoods which provided  limited shading.
      Pool substrate was sand and sediments; the
      riffle was a  slab of bedrock with pockets of
      gravel and a few rocks.

During the October study, three tributaries to Five
Mile Creek were sampled to evaluate the quality of
the source water for Five Mile Creek. One  Station
(FO) was upstream of Station 1 on Five Mile Creek.
Tarrant Creek (T1), Barton Branch (B1), and Black
Creek (B2) were also sampled.

  1.  Station  FO was located on  Five Mile Creek
     above Station 1. The station was a channelized
     section in  a  residential area. There was  no
     vegetation along the stream; the banks were
     vertical concrete walls. The  substrate in the
     pool was solid bedrock occasionally overlain
     with sand and gravel. The riffle substrate was
     rock and gravel imbedded in sand. The water
     was clear and had a velocity  of about 0.38 m/
     sec.

  2.  Station  B1 was located on Barton Branch
     which is an in-town tributary. No discernible
     pool was found. Velocity was 0.44 m/sec. A
     few hardwoods  overhung part of the stream.
     The banks were vertical concrete.  The sub-
     strate was very rough bedrock with occasional
     rocks or pockets of gravel. The water was clear
     and the substrate was overgrown with a dense
     coat of filamentous and amorphous material.

  3.  Station T1 was located on Tarrant Creek up-
     stream of the city. Bank vegetation was hard-
     woods on one side and annual plants on the
     other.  The pool substrate was  sand and
     gravel. The riffle substrate was small rocks
     and gravel with some sand.  The water was
     very  clear, with some  springs in evidence;
     water velocity was approximately 0.23 m/sec.
     Surrounding land was forest and fields.

  4.  Station B2(a) was in Black Creek prior to the
     confluence with Five Mile Creek. Black Creek
     was slow-moving with no distinct riffle area.
     Substrate was mostly sand with some logs
     and scattered rocks.

Instream water quality measurements were taken
at all biological sampling stations during each col-
lection effort (periphyton, zooplankton, benthos,
and fisheries), A Hydrolab Model 4041 in situ water
quality instrument was used to measure all
parameters.

None of the values for  any of the water  quality
parameters appeared limiting to the biotic commu-
nities. During February 1983, water temperature re-
mained fairly consistent among stations, ranging
from 8.8 to 10.7 C over a 6-day period. No distinct
temperature variance was noted at any station. The
pH range was 6.7-7.8 and was generally highest at
the uppermost stations and lowest  in Black Creek,
Dissolved oxygen was relatively high at all stations,
ranging from 12.0 to 14.2 mg/liter during the week.
Conductivity ranged from 255 to  436 fjimhos/cm
within the study area during the week, and, like the
other parameters, showed no variance that might
indicate water quality influences due to discharged
effluents from any of the point-source dischargers.

During the October 1983 survey, water temperature
ranged from 17.1 to 23.7 C. This variation in temper-
ature was  due  to diel fluctuation in solar radiation.
The pH range was 5.6-7.0 with no discernible spa-
tial trend in values among stations.  Dissolved oxy-
gen ranged from  a  low  of 6.3  rng/liter to a maxi-
mum of 12.4 rng/liter during October. The values
were generally higher at stations located upstream
of the dischargers. Conductivity ranged from 287 to
632 ^,mhos/cm during the study period and tended
to increase from upstream to downstream. Values
of the water quality parameters were consistent be-
tween the tributary and mainstem stations.
'•'Station 9 was sampled only during October 1983 because adverse flow
 conditions during February 1983 prevented selection of habitat in the
 first survey.
MStation B2 was sampled only during February 1983. This station was
 deleted from the October survey because of dissimilar habitat.
                      3-2

-------
               4.  Toxicity of Effluents and Receiving Water, February 1983
Toxicity tests were performed on each of the three
effluents to measure subchronic effects on growth
of larval fathead minnows and chronic reproductive
effects of Ceriodaphnia. The objective was to esti-
mate the minimum concentration of each effluent
that would cause acute mortality and chronic ef-
fects on growth (fathead minnows) or reproduction
{Ceriodaphnia}, A range of effluent concentrations
was used so that the occurrence of acute mortality
could be measured in addition  to chronic toxicity.
These toxic effect levels would then be compared
to the effluent concentrations in Five Mile Creek to
predict where impact on  resident species should
occur. Ambient toxicity tests were also completed
and the results compared  to biological impact and
effluent dilution test predictions.  The validity of
these predictions could be determined by an exam-
ination of the biotic condition of the stream at the
locations where such  effluent  concentrations oc-
curred as determined by the concurrent hydrologi-
cal  studies. The methods  used for toxicity testing
are described in Appendix A.

4.1  Chemical/Physical Conditions

Temperatures were continuously recorded for the
fathead minnow tests and were maintained be-
tween 22 and 25 C for the duration of the tests. The
Ceriodaphnia tests were kept in constant tempera-
ture cabinets that were maintained at 25 ± 1°C.
Routine water quality measurements included pH,
dissolved oxygen  (DO), alkalinity, hardness, and
conductivity,  and are reported  for all tests in Ap-
pendix D. Alkalinity, for the most part, ranged from
64 to 143 mg/liter.  Hardness varied from 64 to 312
mg/liter, and conductivities ranged from 83 to 1,280
(junnhos/cm, although most were in the range 310-
490 jjimhos/cm (Table D-1).

Values of pH and DO were recorded initially before
the water samples were  divided  for testing  with
Ceriodaphnia and fathead  minnows,  and again be-
fore the water was  renewed daily.  Values of pH
observed during the test ranged from 6.9 to 8.1 for
fathead minnows (Table D-1) and 7.2 to 8.2 for Ceri-
odaphnia (Table D-2). Initial DO values for both test
organisms ranged from 7.0 to 9.1 mg/liter, whereas
final DO values were lower, ranging from 2.0 to 7.8
mg/liter for fathead minnows (Table D-1) and 5.4 to
8.4 for Ceriodaphnia. Nearly all values are in the
acceptable range and no  trends are obvious. The
low DO values for the fathead minnow tests would
be expected to influence growth; however, consis-
tent  adverse effects were not observed (Section
4.2).  It is likely that the probe measures the DO 1 cm
or more beneath the water surface, while the min-
nows were staying in the oxygen-rich surface layer
where  DO values would be greater.

4.2  Results of Fathead Minnow Growth
     Tests

Three dilution waters were used in tests of fathead
minnow larvae exposed to various concentrations
of three effluents.  Coke Plant 1 effluent, when di-
luted with  well water and Station 2A water, was
lethal at effluent concentrations  of  5  percent or
greater. There was a small, but significant
(P <  0.05) difference in survival at 1 percent effluent
concentrations in well water but not  in Station 2A
water (Table 4-1). Three dilution waters (well water,
Table 4-1.   Seven-Day Percent Survival of Larval Fathead
           Minnows Exposed to Various Concentrations of
           Three Effluents in Different Dilution Waters,
           Birmingham, Alabama, February 1983
                         Percent Effluent (v/v)
 Effluent by
 Replicate
Dilution
 Water
        50
             10
                 Dilution
               0.5 Water
Coke Plant 1  Station 2A

    A              —    0
    B              —    0
    C              —    0
    D              —    0

   Mean
                      80
                      90
                      90
                      60
        —la)   Q(a)  Ola)  80
              90
             100
             100
              80

              93
               80
               90
               90
               80

               85
                   50
                        10
                                         Dilution
                                      0.5 Water*)
Coke Plant 1  Well Water

    A              —    0
    B              —    0
    C              —    0
    D              —    0

  Mean  •            —«  0<»>
                  0   80
                  0   90
                  0  100
                  0   70
              90
              90
             100
              80
                  Ola)  85M  90
               100
               100
               100
               90

               98
                  100IW  50
                            10
                              Dilution
                            1   Water
Coke Plant 2 Station 3

    A
    B
    C
    D

  Mean
        40
        40
        30
        50
             60   100   90  100
80
90
80
        40<>!  78
90
90
90

93
100   100
100   100
 80   90
                      93
                                     98
100
100
 80
 80

 90
                                               4-1

-------
Table 4-1,    {Continued}
                         Percent Effluent (v/v)
 Effluent by
 Replicate
  Dilution
   Water
100IW 50
          10
              Dilution
              Water*i
CokoPlantZ We!! Water

    A
    B
    C
    D

   Mean
          40   90
          40  100
          30  100
          50   90
          90
         100
         100
         100
     60
     90
     100
     100
     100    100
     100    100
     100    100
     90     90
          40!°)  95   98   88
                                      98
                                            98
                  100IW  50
                             10
                                 Dilution
                              1   Water
Coke Plant 2 Station 1

    A
    B
    C
    D

  Mean
          40
          40
          30
          50
     90
     90
     100
     SO
 90
100
100
100
100
100
100
100
          401=)  90   98   100
 90
100
 70
100

 90
100
100
100
100

100
                  100
                        50
                             10
                                          Dilution
                                       1   Water
POTW
Station 6
A
B
C
D
Mean
100
90
90
80
90
80
100
90
90
90
80
90
70
70
78W
90
90
90
100
i 93
100
80
90
80
88
90
90
100
100
95
WSignifieant difference, P •& 0.05.
iWData is repeated in table; only one Coke Plant 2 100 percent ef-
 flucnt and one well water control were used.
Station 3, and Station  1) were used in the tests
using effluent from Coke Plant 2. Survival was sig-
nificantly (P < 0.05) less only at 100 percent effluent
but not at lower concentrations. Survival of fathead
minnows exposed~"to POTW effluent in  Station 6
water was unaffected even at 100  percent effluent
(Table 4-1).

Growth effects occurred at  sublethal concentra-
tions in the tests on both coke plant effluents. The
weights are actual values for each replicate and the
treatment mean is a weighted average of the repli-
cate means.  Weight gain over the testing period
was significantly less at concentrations of 1 percent
Coke Plant 1 effluent than at 0.5 percent effluent in
both dilution waters (P =s 0.05)  (Table 4-2). The ef-
fect level on growth in the tests using effluent from
Coke Plant 2 was at concentrations between 5 and
10  percent in Station  3 water (P < 0.05). For the
other two water types, the effect level was between
concentrations of 10 and 50 percent (Table 4-3). No
growth effects were detected in the fathead min-
now tests using effluent from the POTW (Table 4-4).
Based on the  significant differences in minnow
growth, Coke Plant 2 was more toxic when diluted
with Station  3 water (collected directly  above the
discharge and containing  Coke Plant 1 effluent)
than when diluted with well or Station 1 water.

Results of the ambient toxicity tests indicated no
significant differences among stations for either
survival or growth of fathead minnows when com-
pared to Station 1 (Table 4-5). Survival was greater
than 85 percent at all stations (Table 4-6). Weights
of the minnows averaged above 0.5 mg at all sta-
tions except Station 3 where the weight averaged
0.469 mg.

4.3  Results of Ceriodaphnia Reproductive
             Potential Tests

Tables 4-7 and 4-8 contain the data for Ceriodaph-
nia production tests for the three effluent and ambi-
ent tests. The dilution water (Station 1 water) for the
Coke Plant 1 effluent dilution test was toxic, but this
toxicity was substantially reduced at the 0.5 percent
Coke Plant 1  effluent concentration. The Station 1
and  Station  2 data show the upstream toxicity by
low  young production. The ambient  toxicity test
data also show the mitigation of toxicity at Station 3
by high young production in the ambient  sample,
which contained Coke Plant 1 effluent.  Coke Plant 2
effluent appeared to reduce young production at
concentrations of 5 percent but not at 1  percent
when tested with Station 3 water as the diluent, yet
was  more toxic in well water where the effect level
was  below the 1 percent effluent concentration. No
statistical analyses were  performed on the Cerio-
daphnia data, except to obtain the mean number of
young per female and the confidence intervals, be-
cause of the problems of upstream toxicity.

The  effect level was between 10 and 50 percent in
the POTW effluent diluted  with Station 6 water.
When  the POTW  effluent  was diluted with well
water, an unusual response curve was obtained
(Table 4-8) which has been observed with other
POTW effluents (Mount et al.  1984) and for which
the cause is not known.
Ambient toxicity was marked at Stations 1, 2, 2A,
and 5 and somewhat less at Stations 7 and 8, while
no toxicity was apparent at Stations 3  and 6 (Table
4-8). The effect at Station 5 was mortality in the first
24 hours so the data do not permit a determination
as to whether the toxicity was due to a slug of
something toxic in the water or was continuously
present. At all other stations (except Station 5), the
dominant toxic effect was on young production and
not on mortality.
4.4  Discussion

Since the hydrological measurements were not de-
signed to measure effluent mixing  and final con-
centrations each day under variable  stream-flow
conditions, the effluent concentrations in the
                       4-2

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Table 4-2,    Mean Individual Dry Weights (mcj) of Larval Fathead Minnows After Seven Days of Exposure to Various Concentra-
            tions of Coke Plant 1 Effluent in Two Dilution Waters, Birmingham, Alabama, Feburary 1983

                                                               Percent Effluent (v/v)
Effluent by
Replicate Dilution Water 50 10 5
Coke Plant 1 Station 2A
^ 	 	 	
D r 	 , 	 	
Weighted mean — !ai — (a' — (ai
Coke Plant 1 Well Water
A — — —
D , 	 m 	 	
£ 	 	 	
p 	 	 . 	
Weighted mean — IaJ — w — ia)
op 	
\3t»
1.0

0.39
0.44
0.34
0.40
0.392[a'
0.040

0.44
0.40
0.46
0.29
0.404(a!
0.026
0.5

0.39
0.55
0.47
0.43
0.464
0.025

0.46
0.48
0.48
0.49
0.477
0.025
Dilution
Water

0.52
0.56
0.49
0.54
0.527
0.026

0.50
0.51
0.59
0.48
0.521
0.024
'"'Significant difference, P =s 0.05.


Table 4-3.    Mean Individual Dry Weights (mg) of Larval Fathead Minnows After Seven Days of Exposure to Various Concentra-
            tions of Coke Plant 2 Effluent in Two Dilution Waters, Birmingham, Alabama, February 1983

                                                                 Percent Effluent (v/v)
Effluent by
Replicate
Coke Plant 2
A
B
C
D
Weighted Mean
SE
Dilution
Water 100
Station 3
0.19
0.14
0.09
0.18
0,156(a>
0.045
50

0.26
0.33
0.24
0.25
0.271 «
0.018
10

0.35
0.40
0.41
0.42
0,394«
0.016
5

0.43
0.45
0.42
0.51
0.450
0.016
1

0.44
0.45
0.45
0,44
0.445
0.016
Dilution
Water

0.44
0.45
0.47
0.53
0.469
0.016
Coke Plant 2

     A
     B
     C
     D

Weighted Mean
SE

Coke Plant 2
Well water
                              0.34
                              0.36
                              0.39
                              0.46

                              0.387
-------
Tabla 4-4.   Mean Individual  Dry Weights  (mg) of Larval
            Fathead Minnows After Seven Days of Exposure
            to Various Concentrations of POTW Effluent in
            River Water, Birmingham, Alabama, February
            1983
                             Percent Effluent (v/v)
Effluent by
Replicate
Dilution
Water
100
50
10
5
Dilution
1 Water
POTW

    A
    B
    C
    D

Weighted mean
SE
Station 6
        0.46  0.69  0.45  0.53  0.56   0.68
        0.48  0.74  0.71  0.61  0.65   0.61
        0.61  0.50  0.66  0.52  0.46   0.60
        0.50  0.45  0.47  0.50  0.49   0.62

        0.511 0.596 0.577 0.539 0.539  0.627
        0.046 0.046 0.050 0.045 0.047  0.045
Tabla 4-5,   Mean Individual Dry Weights (mg) of Larval Fathead Minnows After Seven Days of Exposure to Water From Vari-
            ous Ambient Stations, Birmingham, Alabama, February 1983

                                                          Sampling Station
   Replicate
                                2A«
               3
-------
Table 4-7.



Type of
Effluent
Coke Plant 1




Coke Plant 1




Coke Plant 2





Coke Plant 2





POTW





POTW





Mean Young Per Female and Percent Survival of
Concentrations and Dilution Waters, Birmingham


Dilution Percent
Water Effluent
Station 2A 10
5
1
0.5
Dilution water
Well water 10
5
1
0,5
Dilution water
Station 3 100
50
10
5
1
Dilution water
Well water 100
50
10
5
1
Dilution water
Station6 100
50
10
5
1
Dilution water
Well water 100
50
10
5
1
Dilution water
Ceriodaphnia After Seven
, Alabama, February 1983
Mean
Number of
Young per
Female
0
0
9.9
9.4
1.2
0
0.4
5.4
3.4
12.2
0
0.3
2.8
11.8
15.0
17.3
2.0
0
0
1.5
4.3
12.2
0
12.0
15.6
13.2
14.2
13,4
0
12.4
9.5
5.7
0
12.2
Days in Three Effluents



Confidence
Interval
—
—
8.5-11.3
5.8-13.1
0-2.9
	
0-1,4
2.6-8.3
0.4-6.4
9.4-14.8
	
0-1.1
0-9,9
8.4-15.3
13.0-17.0
15.1-19.5
0-4.1
—
—
0-3.4
0.5-7.9
9,4-14,9
	 .
7.7-16.2
12.7-18.7
9.6-16.8
12.3-16.1
11.4-15.4
	
10.2-14.7
8.0-11.1
3.9-7,5
—
9.5-14.8
at Various


Mean
Percent
Survival
0
40
80
100
80
0
78
100
100
80
60
100
100
90
10
100
60
90
90
100
90
80
0
10
90
100
100
100
0
60
100
100
0
80
Table 4-8.    Mean Young Per Female and Percent Survival of
             Ceriodaphnia After Seven Days of Exposure to
             Water From Stream Stations for  Ambient
             Toxicity Tests, Birmingham, Alabama, February
             1983
Station
1
2
2A
3
5
6
7
8
Mean Number of
Young per Female
2.0
1.1
4.0
15.4
0
16.3
7.0
7.9
Confidence
Interval
0-4.1
0-3.1
2.1-5.9
11.6-19.3
—
12.0-20.7
3.2-10.9
5.0-10.8
Mean Percent
Survival
80
90
100
100
0
100
80
100
                                                                                 4-5

-------
               5.  Toxic/*/ of Effluents and Receiving Water, October 1983
Because heavy rainfall produced wide variations in
stream and effluent flow during the February 1983
study, the site was visited again from 4 to 10 Octo-
ber 1983 when stream flow had been low and stable
for several weeks. The sources of dilution water for
each effluent test were from the stations immedi-
ately upstream of each discharge. Appendix A de-
scribes test methods.

5.1 Chemical/Physical Conditions

Routine water quality  measurements for the fat-
head minnow and Ceriodaphnia tests included pH,
dissolved oxygen, alkalinity, hardness, and conduc-
tivity, and are reported in Appendix D. The initial
water quality data are the same as for the fathead
minnow and Ceriodaphnia tests since test solutions
for both tests were made as one batch. All values,
exc.ept one, were within normally prescribed limits
for toxicity tests (Tables D-3 and D-4). A DO of 3.5
mg/liter in 100 percent Coke Plant 1 effluent was the
only value outside such limits.

5,2 Results of Fathead Minnow Growth
    Tests

The data for the fathead minnow effluent and ambi-
ent tests are  given in Tables 5-1  through 5-4. The
effect concentration was  between 1  and 3 percent
for Coke  Plant 1 and between 10 and 30 percent for
Coke  Plant 2, based on reduced weights. For  the
POTW, no chronic toxicity was found even at 100
percent effluent. The weights (Table  5-2) are actual
values for each replicate and the treatment mean is
a weighted average  of the replicate means. All of
the effluent dilution tests gave the typical dose re-
sponse curves and the performance  of the dilution
water animals were  within normal ranges i.e. 0.3
mg/fish or larger. In  the ambient tests (Tables 5-3
and 5-4), Stations 5  and  6 had significantly lower
weights  (P ss 0.05) compared with Station 2. Sur-
vival was significantly lower only with Station 5
(P < 0.05). Since the interest in the ambient tests is
their relative toxicity, the station with the highest
mean weight was used as the basis for the statisti-
cal comparison.!a! The growth and survival of or-
ganisms in natural waters are often  better than in
laboratory waters and, therefore, it  is not always
(a)For further clarification, see Chapter 14 for interpretation of results and
  Appendix A for detailed statistical procedures.
appropriate to use laboratory water test data for the
statistical analyses.


5.3  Results of Ceriodaphnia Reproduc-
     tive Potential Tests

The no-effect levels based on young production were
between 3 and 10 percent for Coke Plant 1 and be-
tween  10 and 30  percent for  Coke Plant 2 (Table
5-5). For the POTW, only the 100 percent concentra-
tion in  which all the adults died prior to producing
any young was significantly  different (P < 0.05).
The no-effect levels, based on survival data for all
effluents tested, were between 30 and 100 percent.

The  October ambient toxicity test survival and
young  production data are quite different from the
February data (Tables 5-6  and 4-8). As with the
statistical analysis for the fathead minnow growth
tests, the ambient station with the highest young
production was used as the basis for the statistical
analysis. When comparing  all of the ambient sta-
tions with Station 6, only Station 7 was not signifi-
cantly different based on young production, but did
have significantly lower survival. Less toxicity was
observed at Station 5 in October than was seen in
February.  The upstream toxicity at  Stations 1, 2,
and  2A is much less  pronounced. Only Station 1
showed a noticeable amount. Station 7  showed
some toxicity in  both studies but Station 8 dis-
played less in the October study.

Station 9 was added in the October study because
there was evidence of some toxicity  at Station 8 in
February 1983. However, none occurred at Stations
8 or 9 in October  1983. Survival was 80 percent or
higher at all stations except at Station 7 where only
20 percent survived. Most of this mortality occurred
on Day 5, with some  on Day 6. This pattern sug-
gests that a high toxicity of short duration may have
occurred causing  the  effect at Station 7. Since no
increase in toxicity was found in the POTW effluent
test, and because of the detention in the POTW and
the flow time to Station 7, an increase in toxicity in
the POTW sufficient to cause the effect on Day 5 at
Station 7 should  not  have  been  masked by com-
posite  sampling of the POTW.

In addition to effluent dilution tests using com-
posite  samples, a test series using  discrete grab
samples was performed to evaluate variation in
                                              5-1

-------
Tabla 5-1.   Seven-Day Percent Survival of Larval Fathead Minnows Exposed to Various Concentrations of Three Effluents in
           Different Dilution Waters, Birmingham, Alabama, October 1983

                                                                   Percent Effluent (v/v)
Type of Dilution
Effluent Water
Coko Plant 1 Station 2A




Coke Plant 2 Station 3




POTW Station 6




Replicate
A
B
c
D
Mean
A
B
C
D
Mean
A
B
C
D
Mean
100
0
0
0
0
0(a>
0
0
0
0
Qlal
90
100
100
100
98
30
10
30
10
10
15«"
30
78
40
50
48(«l
100
90
80
100
93
10
90
90
100
100
95
80
100
90
89
90
90
70
100
100
90
3
90
90
100
89
93
100
90
90
100
95
100
100
90
100
98
1
100
90
90
90
93
100
100
100
100
100
100
100
100
70
93
Dilution
Water
70
100
100
100
93
80
100
90
100
93
100
100
100
100
100
'•'Significant difference, P s 0.05.
Tabla 5-2.   Mean Individual Dry Weights (mg) of Larval Fathead Minnows After Seven Days of Exposure to Various Concentra-
           tions of Three Effluents in Different Dilution Waters, Birmingham, Alabama, October 1983

                                                                  Percent Effluent (v/v)
Type of Dilution
Effluent Water
Coke Plant 1 Station 2A

Coke Plant 2 Station 3

POTW Station 6

Replicate
A
B
C
D
Weighted mean
SE
A
B
C
D
Weighted mean
SE
A
B
C
D
Weighted mean
SE
100
0
0
0
0
0M
0
0
0
0
Qlal
0.333
0.370
0,418
0.345
0.367
0.027
30
0.050
0.057
0.150
0.020
0.065la)
0.066
0.200
0.217
0.250
0.160
0.206(8>
0.031
0.210
0.389
0.406
0.333
0.329
0.027
10
0.144
0.165
0.172
0,285
0.193(al
0.026
0.219
0.255
0.337
0,313
0,281
0,023
0.261
0.250
0.293
0.378
0.300
0.028
3
0.283
0.183
0.295
0.266
0.258(al
0.027
0.278
0.306
0.289
0.394
0.318
0.022
0.260
0.195
0.233
0.261
0.237
0.027
1
0.417
0.281
0.411
0.277
0.348
0,027
0.414
0.360
0.347
0,295
0.354
0,021
0.252
0.235
0,320
0.364
0.287
0.027
Dilution
Water
0,408
0,356
0,365
0.325
0.360
0.026
0.288
0,370
0.356
0.339
0.340
0.022
0.328
0.265
0,265
0.280
0.285
0.026
'•'Significantly different from controls (P s 0.05).
toxicity within different effluent parcels over a 24-
hour period. The survival of Ceriodaphnia retained
in 100 percent Coke Plant 2 effluent ranged from 40
to 100 percent for the 96-hour test (Table 5-7). As-
suming that a survival of 80 percent or greater sug-
gests no acute toxicity, toxicity occurred in only 21
percent of the tests conducted from  samples col-
lected on 10 October compared to 67 percent of the
grab samples collected on 8 October. Toxicity was
found in approximately 50 percent of the samples
collected on the other two days. No consistent day
(0600-1700  hours) versus night (1800-0500 hours)
                         5-2

-------
Table 5-3.    Percent Survival of Larval Fathead Minnows After Seven Days of Exposure to Water From Various Ambient Sta-
            tions, Birmingham, Alabama, October 1983
Replicate
A
B
C
D
Reconstituted
Water
100
100
100
100
Sampling Station
1
100
100
100
100
2
100
100
90
100
2A
70
100
100
100
3
80
100
90
100
5
80
60
70
40
6
100
100
100
100
7
100
90
90
70
8
90
90
90
100
9
100
90
100
90
Mean
      100
100
                                          98
                                                   93
                  93
                  63
                                                                  100
                                                         88
                                                                                                 93
                                                                                                          95
'"'Significantly different (P £ 0.05) from Station 2.


Table 5-4.    Mean Individual Dry Weights (me?) of Larval Fathead Minnows After Seven Days of Exposure to Water From Vari-
            ous Ambient Stations, Birmingham, Alabama, October 1983
Replicate
A
B
C
D
Reconstituted
Water
0.405
0.415
0.335
0.345
Sampling Station
1
0.316
0.361
0.310
0.289
2
0.335
0.325
0.471
0.428
2A
0.408
0.356
0.365
0.325
3
0.288
0.370
0.356
0.339
5
0.121
0.143
0.221
0.138
6
0.328
0.265
0.265
0.280
7
0,255
0.278
0.339
0.407
8
0.411
0.283
0.300
0.265
9
0.375
0.378
0.394
0.339
Weighted mean
SE
         0.375
         0.025
 0.319
 0.025
0.388
0.026
0.360
0.026
0.340
0.022
0.
0.032
0.285fal
0.025
0.313
0.027
0.362
0.026
0.372
0.026
SaiSignificant!y different (P s 0.05) from Station 2,
Table 5-5.
   Effluent
Percent Survival and Mean Young Per Female Ceriodaphnia After Seven Days of Exposure to Three Effluents at
Various Concentrations in Three Dilution Waters, Birmingham, Alabama, October 1983
          Dilution
           Water
            Percent
            Effluent
             (v/v)
                                                                Mean
                                                               Percent
                                                               Survival
                                         Mean
                                       Number of
                                       Young per
                                        Female
                                                 Confidence
                                                   Intervals
 Coke Plant 1
         Station 2A
 Coke Plant 2
         Station 3
              100
              30
              10
               3
               1
         Dilution water

              100
              30
              10
               3
               1
         Dilution water
                        0
-------
Tablo 6-6.   Percent Survival and Mean Young Per Female
           Ceriodaphnia After Seven Days of Exposure to
           Water From Various Ambient Stations, Birming-
           ham, Alabama, October 1983
Sampling
Station
1
2
2A
3
5
6
7
8
9
Percent
Survival
80
100
100
100
100
80
20'*'
90
100
Mean Number of
Young Per Female
14.4'8'
18.1(al
21.3(al
20.1 «
22.4(a>
35.6
29.3
22.1 (8)
22.5fa>
Confidence
Intervals
9.8-19.1
16.5-19.7
19.6-23.1
17.5-22.7
18.7-26.1
30.4-41.0
24.6-33.1
18.8-25,7
18.9-26.1
'•'Significantly lower than the reference Station 6 (P^0,05).
Table 6-7.   48-Hour Survival of Ceriodaphnia Exposed to
           Discrete Samples of 100 Percent Effluent From
           Coke Plant 2, Birmingham, Alabama, October
           1983

                         Date of Sample
Hour of Sample
1500
1600
1700
1800
1900
2000
2100
2200
2300
2400
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
8OCT
90
70
90
70
60
60
50
80
80
90
50
80
50
70
80
80
70
50
60
40
50
70
70
70
9OCT
80
80
100
90
80
80
70
70
90
90
70
80
60
80
80
50
70
70
80
70
50
60
60
70
10 OCT
90
80
90
90
90
80
90
80
90
70
100
90
80
60
70
70
90
80
80
90
80
70
80
90
11 OCT
70
100
100
60
60
80
90
40
60
100
80
50
80
100
80
60
70
40
80
60
90
60
40
40
    Station 3
90
100
100
                 100
Summary
Statistics
Day
Night
Mean
Percent Frequency of Toxicity
(£80 percent survival)
58 33 25 42
75 67 17 67
67 50 21 54
greater than 100 percent for fathead minnows and
54.8 percent for Ceriodaphnia.

5.4  Discussion
None of the dilution water used for effluent toxicity
testing displayed  toxicity. For the  Ceriodaphnia
tests, additional sets of 10 animals were used for
the ambient toxicity test, whereas only one set of
fathead minnows was used for both the ambient
test and the  dilution water for each effluent. For
Ceriodaphnia, young production showed a 10, 11,
and 8 percent difference between the duplicate val-
ues for Stations 2A, 3, and 6, respectively. Young
production was highest at Station 6 (Table 5-6) sug-
gesting that there were no measurable additive ef-
fects of the two coke plants. The abrupt mortality
starting on Day 5 at Station 7 is most likely an in-
crease in toxicity  due to an unknown  upstream
source rather than an additive effect of the POTW
and coke plant effluents since the flow of Five Mile
Creek and of the effluents did not change drastically
although there were some increases in discharges
of Coke Plant 2.

Station 1  data was noticeably different from Sta-
tions 2 and 2A data for Ceriodaphnia. During the
February study, Stations 1, 2, and 2A were decid-
edly toxic to Ceriodaphnia, much more so than dur-
ing the October study. In the February study. Sta-
tion 5 water caused complete mortality in the first
24 hours but  little effect was found for daphnids in
the October study. Both studies suggested impair-
ment in water from Station 7 and a water  quality
problem at Station 1. Preliminary testing in Febru-
ary showed  measured zinc  concentrations  high
enough (17.9  jj,g/liter) to cause the observed effect.
Rainfall runoff occurring in late January could have
increased zinc concentrations above those existing
in October.

The fathead minnow ambient toxicity data differs
from the Ceriodaphnia data. In both study periods,
there was no evidence of  toxicity to the  fathead
minnows at Stations 1, 2,  or 2A. In the February
study, no ambient toxicity to the fathead minnows
was found; in the October study, however, Stations
5 and 6 were the only ambient stations that showed
significant toxicity. The possibility that this was the
result of the coke plant discharges is discussed in
Chapter 14.

Acceptable effluent concentrations can  be calcu-
lated as the  geometric mean of the lowest effect
concentration (using the most sensitive endpoint of
growth,  survival or young production) and the
highest no effect concentration. The effluent  dilu-
tion tests predict impacts in the stream where the
effluent concentrations equal or  exceed approxi-
mately 1.7 percent Coke Plant 1 waste, 17 percent
Coke Plant 2 waste, and 55 percent POTW effluent
(Table 5-8). Average instream waste concentrations
based  on the dye  studies during the site study
(Table 7-2) show that  these effect levels are ex-
ceeded in the stream  at some stations.  Since the
effluents were tested  in  water taken immediately
upstream of each outfall, any positive or negative
                       5-4

-------
Table 5-8.   Acceptable  Effluent  Concentration (AEC)  for   icity in the ambient test. Section 14 of this report
           Three Effluents for Fathead Minnows and Carlo-   discusses why this might be expected to happen.
           daphnia, Birmingham, Alabama, October 1983

                              AEC
                      Percent Concentration (v/v)
  Effluent         Fathead Minnows       Ceriodaphnia

Coke Plant 1              1.7                5.5
Coke Plant 2             17.3               17.3
POTW                 >100               54.8

Source: Tables 5-2 and 5-5.
interactions caused by upstream effluents are  in-
corporated into the estimate of the AEC. Therefore,
the AEC estimate should be valid regardless of the
amount of upstream effluent present. From Table
7-2 the AEC for Coke Plant 1 was exceeded at Sta-
tion 3 and the AEC of Coke Plant 2 was exceeded at
Stations 5 and 6. The dilution water for the POTW
test contained concentrations of Coke Plant 2 effluent
in excess of its AEC. The  effect  is reflected in the
mean weights of the fathead test. The dilution water
animals were smaller, although  not statistically so
than the animals in 10 to 100% POTW effluent. The
same group of animals,  when  compared in the
ambient test data set, using Station 2 as the reference
value, were statistically smaller. The daphnids show
no effect at all. In fact the highest young production
occurred at Station 6 and that held true for both sets
of animals, i.e., the dilution water "controls" and the
ones in the ambient tests.

In the February tests, some effluents were tested in
more than one  water type. Coke Plant 2 was more
toxic in Station 3 water than in well water but the
reverse was true for Ceriodaphnia (Tables 4-3 and
4-7). The response in February is consistent  with
the response of daphnids and fathead minnows in
Station 6 water during the October study. There are
other potential sources of toxicity between Coke
Plant 2 outfall  and Station 5. There was a small
tributary draining a railroad facility. In the February
study, the fathead minnows were not sensitive to
Station 5 water; however Ceriodaphnia were dead
within 24 hours. In the October study, only the fat-
head  minnows were  sensitive,  but less than the
Ceriodaphnia were in February. There were several
small tributaries entering through the study reach
and these drained watersheds in which strip mining
had occurred in the past.

In summary, by combining data from the two spe-
cies, the effluent tests predict toxicity at Stations 3,
5 and 6 and the ambient tests found toxicity present
so on that basis the tests agree. At Stations 5 and 6
the fatheads displayed toxicity but the daphnids did
not even though the AEC values were identical  for
both species. At Station 3, only the fathead  AEC
was exceeded but only the daphnids "sensed" tox-
                                                                       5-5

-------
                          6. Hydrological Analysis, February 1983
The objective of the hydrology study in Five Mile
Creek was to ascertain time-of-travel with relation-
ship to multiple inputs, the dilution characteristics
of Coke Plant 1 effluent, and the flow relationships
between stream and effluent contributions to esti-
mate instream waste concentrations (IWC) for each
of the three inputs,  Streamflow measurements
were performed on several days at biological col-
lecting stations. A description of the sampling and
analytical methods is provided in Appendix B,
6.1  Stream/Discharge Flow Relationships

Flows  measured at  biological  sampling stations
and in  the vicinity of discharges on Five Mile Creek
are shown in Table 6-1. Also included are the re-
ported daily average flows at the  USGS gauging
station (Station 2457000) located between Stations
1 and 2 and the reported discharges at Coke Plant 1,
Coke Plant 2, and the  PQTW. At Station 3 (below the
Coke Plant 1 discharge), the river flow tripled (1.95-
5.94 m3/sec)  between  8 and 10 February due to
heavy  rain, then subsided to twice its initial value
(3.56 m3/sec) on 11 February, On  10 February the
measured flow of 5.94 m3/sec below Coke Plant 1
(RK52.1) increased to 6.51 m3/sec below Coke Plant
2 at the confluence with Black Creek (approximately
RK 42.9), where an additional 3.14 m3/sec entered
                     Five  Mile Creek. Below  the POTW (RK 41.8), the
                     total  river flow showed an additional increase due
                     to the combined effects of the high POTW flows and
                     additional runoff.

                     For 7-9 and 11 February the flows were estimated at
                     the stations not sampled by interpolating between
                     the few known flow measurements on each day
                     and by comparison to the complete set of flow data
                     taken on 10 February. The drainage area between
                     the USGS gauge and Coke Plant 1 discharge and  for
                     Black Creek were planimetered from topographical
                     maps of the area and found to be 11.6 and 22.5 km2,
                     respectively. The reported drainage area above the
                     USGS gauge is 5.90 km2. On 10 February the differ-
                     ence between the USGS flow and that below  Coke
                     Plant 1  (3.85  m3/sec)  and the measured flow  for
                     Black Creek (3.14  m3/sec) are both larger than the
                     2.06  m3/sec flow at the USGS station even  though
                     the USGS station  drainage area is 5 and 2.6 times
                     as  large, respectively. Additional stormwater runoff
                     had to be included above Coke Plant 1 and in  Black
                     Creek, particularly on 7 and 11 February  due to
                     heavy rain on 6 and 10  February. On 11 February
                     the estimated flow of 4.72 m3/sec was used at Sta-
                     tion 6, instead of the measured flow of 6.65  m3/sec,
                     because the measured value was  higher than ex-
                     pected when compared  to flows at the USGS sta-
                     tion and at Station 3.
Table 6-1.   Measured and Estimated Flows at Biological Sampling Stations and Discharges on Five Mile Creek, February 1983

                                                         Flow (m3/sec)
      Location
7 FEB
8 FEB
9 FEB
10 FEB
11 FEB
USGS gauging station
Storm water runoff
Coke Plant 1 discharge
Station 3 (below
Coke Plant 1)
Coke Plant 2 discharge
Station 5 (below
Coke Plant 2)
Station 6
Station B2 (Black Creek!
Above POTW
POTW discharge
Station 7
Station 8
1.84
(2.83)
0.0105
(4.67)

0.17
(5.26)

(6.08)
(2.49)
8.58
0.96
9.54'*1
—
1.55
0.36(8'
0.0076
1.95

0.17
(2.40)

(3.11)
(1.01)
(4.13)
0.88
(5.01)
—
1.98
(0.45)
0.0082
(2.46)

0.24
(3.00)

(3.90)
(1.30)
(5.21)
0.80
(6.03)
—
2.06
3.85lal
0.0091
5.94

0.24
6.51

6.42
3.14
10.25
0.92
11.18'al
—
1.58
1.95(a>
0.0093
3.56

0.15
(3.99)

(4.72)(b>
(1.89)
(6.62)
0.89
(7.53)
12.91

-------
6.2 Time-of-Travel Study
On 8 February a time-of-travel study was conducted
by releasing dye at Coke Plant 1 and monitoring its
passage at locations 580,1,158,1,180, and 3,140 m
downstream. The results of the 8 February time-of-
travel study are shown  in Figure 6-1 for the four
downstream stations. The location of the center of
mass trailed the peak concentration by 5-7 minutes
(Figure 6-1). Average velocities calculated between
each station are shown below
      Distance Interval
           (m)
Velocity
(m/sec)
              0-580
          579-1,158
         1,158-1,880
         1,880-3,140
  0.32
  0.33
  0.32
  0,35
The average velocity over the 3.14-km section of
the river was 0.4 m/sec. This time-of-travel velocity
is equivalent to an exposure time of 1.3 hours for
each 1.60 km (1 mi) of downstream movement from
the point of discharge for the average water parcel.
Water parcels in the leading edge of the distribution
would have experienced an exposure time of less
than average, whereas parcels in the tail of the dis-
tribution would have  longer exposure times. The
average velocity of the leading edge of the dye dis-
tribution over this 3.14-km segment of the river was
0.5 m/sec, which is equivalent to 1.0 hour of expo-
sure time for each 1.60 km (1 mi) of downstream
movement.

6.3  Effluent Configuration—Coke Plant 1

The Coke Plant 1  effluent configuration study was
performed on 8-9 February 1983. The average dye
concentration measured at the point of discharge
between 1600 and 1730 hours on 8 February was
113 ppb. The recorded discharge dye concentration
slowly decayed overnight because of residue build-
ing up inside the flow cell of the fluorometer.  From
the uniform dye injection rate measured over the
course of the study (7.24 g/min), it was  determined
that the initial 113 ppb value could be used for the
entire study period. The average background fluo-
rescence measured in the discharge was 3 ppb,
yielding a 110 ppb discharge dye concentration that
was  corrected to  220 ppb by applying the facto/
    20,0-
    18.0-
    16.0-
    14.0-
                580 m
             Downstream

    10.0-





     6,0-


     4,0-


     2.0-
                                        I = Center of Mass
            0.25  0.50  0.75  1,00  1.25  1.50   1,75  2,00   2,25  2.50   2.75  3.00   3.25  3.50  3.75  4.00

                                             Hour from Injection


Figure 6-1.  Time-of-travel study on Five Mile Creek, February  1983 (injection time 0.0 hour),

                       6-2

-------
determined from the dye integrity study, which ac-
counts for the  high  color content of the effluent
(Appendix B). The instream  water samples were
collected  on  9  February between 1230 and  1630
hours at the 12 transects.

Taking into account the measured background lev-
els of the river water and the effluent, dilution ratios
were calculated for all instream samples using the
220 ppb discharge dye concentration. The resulting
dilution contours for 9 February downstream of the
Coke Plant 1 discharge are shown in Figure 6-2.
Where water depths were greater than 0.5 m, the
surface and bottom dye concentrations stiowed so
little variation  that the mean value was used in
preparing Figure 6-2. The rain that caused the daily
average flow to increase from 1.95 to 2.46 m3/sec
between 8 and 9 February did not start until after
the dye samples had been collected.

Due to  the small discharge flow of 0.008 m3/sec
from Coke Plant 1 on 9 February compared to the
river flow of approximately 1.95  m3/sec, large dilu-
tion ratios were achieved quickly. At Transect 6,
213 m below the  discharge, dilution ratios ranged
from 160 to 200 and the river was approximately 90
                                                          5 m
                          5 m
                 Coke Plant 1
          Dam     Discharge
      0 m
    50 m-
  100 m-
150 m-
200m;
                      	Riff le Area
                       FLOW
                            300 m-
                            400 m
 Figure 6-2,
                                            T8
Dilution contours in Five Mile Creek downstream
from Coke Plant 1, 9 February 1983.
                                       500 m-
                                       600 m-
                                       700
                         800 m
                        u
                        o
                                               190
                                                         	Riffle
                                                             Area
                                                             900 m
                                                                         190
                                                                              Railroad
                                                                            Maintenance
                                                                               Yard
                                                                             Discharge
                                                              1,000
                                                          -T9
                                                                             200
                                       Figure 6-2.   (Cont.)
percent fully mixed (Figure 6-2). Additional mixing
occurred gradually with the river approaching  a
fully mixed state (99 percent) at 762 m downstream
at Transect 9 with  a dilution ratio of 190.

6.4  Evaluation of Dilution Characteristics

The  Five Mile  Creek flow and the percent  fully
mixed flow contribution at selected sampling sta-
tions from each of the three discharges are summa-
rized in Table 6-2 for the period 7-11 February. Daily
differences in the reported flows at the three dis-
charges were very small compared to the effect of
the changing river stage on the flow contribution at
each station. From 7 February to the afternoon of
9 February, the decreasing river stage resulted in
progressively higher flow contribution to each sta-
tion from the discharges. The rain on 9-10 February
increased river flows, but when river flows again
decreased on 11 February, flow contributions again
increased. The percent flow contribution from  both
coke plants had a larger incremental decrease be-
tween Stations 6 and 7 because  of the additional
flow from Black Creek.

The  contribution of the effluent from Coke Plant 1
varied from a maximum of 0.39 percent of the  river
flow on 8 February at Station 3 to a minimum of
                                                                       6-3

-------
Table 6-2,    Percent Flow Contribution From the Three
            Discharges at Selected Sampling Stations on
            Five Mile Creak, February 1983
                         Flow Contribution (%!
        River Flow
        (m3/sec)    Coke Plant 1   Coke Plant 2   POTW
__


Sta 3      4.67         0.22
   8      5.25         0.20         3.38
   6      6.08         0.17         2.92
   7      9.54         0.11         1,86       10.09

8FEB

Sta 3      1.95         0.39
   S      2.40         0.32         7.12
   6      3.11         0.25         5.50
   7      5.01         0.15         3.42       17.63

9FEB

Sta 3      2.46         0.33
   5      3.00         0.27         8.01
   6      3.90         0.21         6.15
   7      6.03         0.14         3.99       13.43

10 FEB

Sta 3      5.94        0.15
   5      6.51         0.14         3.69
   6      6.51         0.14         3.69
   7      11.18        0.08         2.15       8.30

11 FEB
Sta 3
5
6
7
3.56
3.39
4,72
7.53
0.26
0.24
0.20
0.12

3.76
3.15
1.98



11.88
0.08 percent of Station 7 on 10 February. The flow
contribution from Coke Plant 2 varied  from 8.01
percent at Station 5 to 1.86 at Station 7. Between 10
and 11 February the decreasing Coke Plant 2 flow of
from 0.24 to 0.14 m3/sec was proportional to the
decreasing  river  flow. The flow contribution from
the POTW of 8.30-17.63  percent varied inversely
with the river flow.
6.5  Summary

Hydrological measurements were  made to esti-
mate the instream waste concentration for each of
the three outfalls  during February 1983. These mea-
surements were  not frequent enough to establish
the value of IWC for the outfalls for each day be-
cause  of heavy rains and highly variable  stream
flows.  An effort  was made to estimate flows  on
days for which measurements were not made by
use of the watershed area. These estimates were
not reasonable possibly because of storm  sewers
or other inputs that were not proportional to the
drainage area.

                        6-4

-------
                          7.  Hydrological Analysis, October 1983
7.1 Stream/Discharge Flow Measure-
    ments
Because flows could not be accurately estimated in
February, they were measured frequently at each
station so that effluent concentration could be esti-
mated for each day in the event stream flows were
variable. Dye studies were also made to determine
mixing characteristics.
Flows measured at sampling stations on Five Mile
Creek in October 1983 are shown in Table 7-1. Also
included  are the  daily average discharges from
Coke Plant 1, Coke Plant 2, and the POTW. At Coke
Plant 1 and the POTW, the daily average discharge
was calculated from the reported hourly values. At
Coke  Plant 2, the  discharge flow is measured by
plant personnel once daily at a'flume. Flows from
the USGS gauging station (Station 2457000) which
were included in the February 1983 study were  not
available because the gauge was inoperable.

During the week of 3-9 October, the daily average
flow at Coke Plant 1 varied from 0.0074 to 0.0093
m3/sec. During 3-7 October the flows were very uni-
form, whereas on  8 and 9 October (the dates of  the
dye study), the hourly flows varied between 0.0076
and 0.0116 m3/sec.  Coke Plant 1 flows observed
during this study are comparable  to the 0.0076-
0.0105 m3/sec daily average values recorded during
the February 1983 study.

During the study, the daily reported flow at Coke
Plant 2 ranged from 0.066 to 0.122 m3/sec and aver-
aged 0.096 m3/sec. On 5-6 October (the dates of the
dye study), reported flows were 0.122 and 0.116
m3/sec. An additional flow of 0.085  m3/sec  was
measured at a current meter transect on 6 October.
These flow values are nearly  half of the 0.15-0.24
mVsec flows reported during the  February 1983
study.

At the POTW during the week of 3-9 October, daily
average discharges ranged from 0.229 to 0.275 m3/
sec. A minimum flow of 0.14-0.17 m3/sec was  nor-
mally reached at 0800 or 0900 hours and a maxi-
mum flow of 0.31-0.37 m3/sec was reached early in
the afternoon. On  7 October from 0900 to 1300
hours there was no reported  discharge flow while
the plant was shut down for back flushing. How-
ever, the  average  discharge from 1400 to 2100
hours increased to 0.445 m3/sec such that the daily
average value of 0.266 m3/sec was typical of the
other days. The POTW flows  in October were sub-
stantially  lower than the 0.80-0.96 m3/sec flows
recorded during the February 1983 study.

Flows in Five Mile Creek slowly receded during the
week following a 4 October rain event (Table 7-1).
This effect is most noticeable at Station 1 where the
flow decreased from 0.286 to 0.221 m3/sec and at
Station 5 where the flow decreased from 0.527 to
0.362 m3/sec. On 4 October the flow of 0.524 m3/sec
measured at Station 3 was recorded 3.5 hours later
than the downstream flow of 0.470 m3/see at  Sta-
tion 5 and is evidence of the rising  river stage  dur-
ing the rain event. The 0.691 m3/sec flow measured
Table 7-1.   Measured Flows (m3/sec) at Biological Sampling Stations on Five Mile Creek, October 1983

                                                     October
Location 3
Station 1
Station 2
Station 2A
Coke Plant 1 0.0076
discharge
Station 3
Coke Plant 2 0.066
discharge
Station 5
Station 6 '
Black Creek
(Station B2)
POTW discharge 0.258
Station 7
Station 8
Station 9
4
0.286
0.379

0.0079

0.524
0.079

0.470



0.275



5



0.0076


0.122


0.691
0.047

0.255
0.691
0.906
1.045
6
0.249
0.272

0.0074

0,371
0.116

0.527



0.263

\
0.844
7
0.232

0.348
0.0076


0.092

0.498
0.501
0.021

0,266
0.736
0.575
0.810
8
0.204
0.258

0.0088

0.292
0.101

0.464



0.238


0.779
9
0,215

0.275
0.0093


0.096

0.297
0.394


0.229
0.586
0.586

10
0.221





0.096

0,362





0.598

                                             7-1

-------
at Station 7 on 5 October is much  lower than
expected and is regarded as suspect. This is be-
cause the flow measured at Station 6 (0.691 m3/sec)
with the addition of a 0,255 m3/see discharge from
the POTW is consistent with the 0.906  m3/sec flow
measured at Station 8, The 0.575 m3/sec flow at
Station 8 on 7 October is also suspect but it may be
related to the POTW discharge being turned off dur-
ing the back flushing operation.

7.2  Effluent Configuration—POTW

The POTW dye study was performed on 3-4 Octo-
ber. For the period of dye injection, an hourly dis-
charge dye concentration was calculated from the
reported plant flows and the 5.27 g/min dye injec-
tion rate. The calculated values were in good agree-
ment with the four grab samples collected from the
discharge. The measured discharge dye concentra-
tion on 4  October  at the  start and end of  the  in-
stream sampling survey was 114 ppb at 0819 hours
and 51 ppb at 1340 hours. The decreasing dye con-
centration was due to the normal morning increase
in discharge at the POTW.

In order to relate the time varying discharge con-
centrations to observed downstream dye concen-
trations, a travel time was estimated between the
discharge and  each transect. An average cross-
sectional velocity was calculated at each transect
by dividing the Five Mile Creek flow by each tran-
sect's  cross-sectional area. These velocities were
used in conjunction with the transect spacing to
calculate a travel time for an "average"  water parti-
cle between each transect.

For the first 300 m (Transects T2 through T7), which
were sampled between 0837 and 1022 hours, the
corresponding water particles left the discharge be-
tween  0836 and 0943 hours. The farther  down-
stream transects  required  successively longer
travel times such that the  average water particles
had left the discharge at 0916 hours for  Transect T9
(762 m) and before 0830  hours for Transects T10
and T11. Since the discharge times for Transects T2
through T9 were all between 0836 and  0943 hours,
a 4-hour average discharge concentration of 103.0
ppb from 0700 to 1000 hours was used in calculat-
ing the dilution ratios. The appropriate discharge
concentration  for use at transects   beyond T8
(457 m) is  not critical since there was no con-
tourable variation in the observed dye  distribution
beyond this point.

The resulting dilution contours are shown  in Fig-
ure 7-1. The discharge plume mixed with the
stream flow quickly. During initial mixing, a dilution
contour of 10 was 3 m from the far bank at Transect
T2 (15  m) and reached the far bank by Transect T6
(213 m), A dilution contour of 5 (20 percent effluent)
reached the far bank above Transect T7 (305 m) and
                                                                       5 m
  0 m -i
  50m-
 100m-
                                          -T7
                                3.7 - 3.8
                               7T8
Figure 7-1
Dilution contours in Five Mile Creek downstream
from the POTW discharge, 4 October 1983.
a contour of 3 (33 percent effluent) closed back on
the near shore below Transect T7. At Transect T8
(457 m) the river was fully mixed and the variation
in dye reading along the transect corresponded to
the dilution ratio of 3.7-3.8 (26-27 percent effluent).

7.3 Effluent Configuration—Coke Plant 2

The effluent configuration study at Coke Plant 2
was performed on 5-6 October.  During this 2-day
period, grab samples were taken four times in the
discharge to calculate the discharge dye concentra-
tion. Additional discharge dye concentrations can
be calculated from the three measured discharge
flows using the 2.76 g/min dye injection rate. The
average discharge  dye  concentration calculated
from these seven values is 77.7 ppb and ranged
from 50.5 to 107.5 ppb. (The highest reading corre-
sponds to the flow measurement at 1020 hours on
6 October and the lowest reading corresponds to a
grab sample at 1330 hours on 6 October.) The other
five values ranged from 74,2 to 80.0 ppb and had a
mean of 77.1 ppb. The original value of 77,7 ppb
was used as the average discharge dye concentra-
tion during the study. This dye concentration corre-
                       7-2

-------
sponds to an average discharge flow of 0.119 m3/
see which agrees favorably with the flows reported
for Coke Plant 2 in Table 7-1.

The instream samples were collected from 0825 to
1150 hours on 6 October. The observed background
fluorescence of 0.1 ppb observed at Transect TO
was subtracted from the data. The resulting dilution
contours using the 77.7 ppb discharge dye concen-
tration are shown in Figure 7-2.

The effluent from the Coke Plant 2 discharge mixed
in fairly quickly. A dilution contour of 8 (12 percent
effluent) reached  the far shore by Transect T4
(76 m). A dilution contour of 4 (25 percent effluent)
enclosed back to the discharge bank at Transect T7
(305 m)  and a contour of 5 (20  percent effluent)
reached the far bank at approximately 360 m.
Downstream from Transect T8 (457  m), there was
no contourable variation in the observed dye con-
centrations. At Transect T8 the stream narrowed
down to a 4.5-m width through a riffle and the vari-
ation of the dilution contour of 4.3-4.4 corresponds
to the fully  mixed stream being  23 percent  Coke
Plant 2 effluent.

7.4 Effluent Configuration—Coke Plant 1

The Coke Plant 1 discharge configuration study was
performed on 8-9 October 1983. The stream sam-
ples were collected on  9 October from 0855 to  1110
hours. The daily average flows on these two dates
were 0.0088 and 0.0093 m3/sec, respectively.  The
flow variation on these two dates (Saturday, Sun-
day) was greater than earlier in the week. The flow
decreased from a  maximum  of 0.0116 m3/sec at
0500 hours on 8 October, reached a minimum of
0.0076 m3/sec at 0000 and 0100 hours on 9 October,
and increased to a second maximum of 0.0105 m3/
sec at 0600 hours. Discharge dye concentrations
were calculated from the hourly plant flow data and
the 5.48 g/min dye injection over the duration of the
study.

On 9 October the calculated discharge dye concen-
trations decreased from 165 ppb at 0000 hour to 120
ppb at 0600 hours. From 0800 to 1000 hours, during
the period when the stream samples were being
collected, the discharge concentration had a  con-
stant value of 122 ppb (0.0105 m3/sec). Since the
dye concentrations were very uniform (fully mixed)
beyond the first few transects, this value of 122 ppb
was used in forming the nearfield dilution ratios.

The water level in the pool above the lowhead dam
at the Coke Plant 1 site had been drawn down a few
days previous to the study. At this time it was ob-
served that cracks in  the discharge pipe which
passes through the pool would increase the volume
discharge on the other side of the dam. During the
study, the pressure of the pool prevented effluent
                        5 m
     0 m
  50m-/8
  100m
                            300 m-
                        FLOW
                          "400 m
    200m:
Figure 7-2.
Dilution contours in Five Mile Creek downstream
from the Coke Plant 2 discharge, 6 October 1983.
from leaking out of the pipe as evidenced by the
0.08 ppb background dye concentration obtained at
Transect TO just above the dam. The undetermined
amount of dilution taking place inside the pipe and
the optical blocking problem addressed in Ap-
pendix B made comparisons of grab samples taken
at the end of the pipe to calculated discharge con-
centrations meaningless.

Taking into account the measured background lev-
els and the concentration adjustment to the stream
samples as a function of the sample effluent contri-
bution, dilution ratios were calculated. The result-
ing dilution contours for the Coke Plant 1 discharge
are shown in Figure 7-3. The effluent mixed in very
quickly. At Transect T2 (15  m), Five Mile Creek
passed  through  a  3-m wide construction with a
horizontal dilution gradient of 20-40 (2.5-5 percent
effluent). The variation in  dye concentration was
too small to contour downstream of Transect T5
(137 m) where the dilution varied from 29 to 37
(2.7-3.4  percent effluent).
                                                                     7-3

-------
                        5m

     Dam  Coke Plant 1 Discharge jco

                            3
100m
                                   30 -33
200m-
                         •T6  I   28-29
-T8
        The plume from the POTW reached the far bank
        within 25 m downstream  and was fully mixed at
        Transect T8, 457 m downstream of the  discharge.
        The fully mixed effluent contribution on the day of
        the dye study was 26.5 percent of the total down-
        stream flow.

        The flow contribution of the three discharges are
        illustrated in Figure 7-4 in  relation to the total Five
        Mile Creek flow between biological Stations 1 and
        9. The fully mixed (percent) flow contribution of the
        three discharges at each biological station is sum-
        marized in Table 7-2. The average flows used in the
        above figure and table were for the  period 4-10
        October 1983. Average flows used for the three dis-
        charges were 0.008, 0.10, and 0.26 m3/sec for Coke
                                                     0.8-
                                                   1 0.6
                                                     0.4-
                                                     0.2-
               Coke
               Plant 1
                                                            Coke Plant 2
                                                                 I
                                                                        Black Creek
                                                         1235
                                                                       6      7
                                                                          Station
Figuro 7-3.   Dilution contours in Five Mile Creek downstream
            from the Coke Plant 1 discharge, 9 October 1983.
        Figure 7-4.  Flow contributions to Five  Mile Creek  from
                   upstream and from three discharges, October 1983.
7.5  Evaluation of Dilution Characteristics

The dye configuration studies showed that the ef-
fluent  from Coke Plant 1, Coke Plant 2, and the
POTW were fully mixed before reaching the next
downstream sampling station. The relatively small
(0.01 m3/sec) discharge from Coke Plant 1 mixed
very quickly. The plume achieved a large amount of
initial mixing by the time it passed through a 3-m
wide constriction 15 m  below the discharge, and
the effluent was fully mixed within 100 m down-
stream with a 3 percent effluent contribution at the
time of the dye study.

The plume from Coke Plant 2 reached the far bank
within  50 m downstream of the discharge and was
fully mixed at Transect T8,457 m downstream. The
fully mixed effluent contribution on the day of the
study was 23.0 percent.
        Table 7-2.    Average Five Mile Creek Flow and Percent Flow
                    Contribution From Three Discharges for the
                    Period 4-10 October 1983

                               Percent Flow Contribution
Station
1
2
3
5
6
7
8
9
Total Flow
(m3/sec)
0.24
0.29
0.35
0.46
0.48
0.77
0.78
0.87
Upstream
100
100
97.7
76.6
77.5
52.2
52.9
57.7
Coke
Plant 1


2.3
1.7
1.7
1.0
1.0
0.9
Coke
Plant 2



21.7
20.8
13.0
12.8
11.5
POTW





33.8
33.3
29.9
           7-9
                       Worst-Case Condition'8'
                   0.51
                             27,8
                                      1.6
                                             19.6
51.0
         !a)A conservative approximation of 7Q10 conditions.
                        7-4

-------
Plant 1, Coke Plant 2, and the POTW, respectively.
Flow contribution  from Coke Plant 1 decreased
from 2.3 to 0.9 percent between Stations 3 and 9.
The flow contribution from Coke Plant 2 decreased
from 21.7 to 11.5 percent starting at Station 5, while
the POTW decreased from 33.8 to 29.9  percent
starting at Station 7,

A 7Q10 flow  for Five Mile Creek is not available,
making it difficult to address a low-flow condition
from a perspective meaningful to the regulations.
As a worst-case condition, the minimum observed
daily flow at the USGS station located between Sta-
tions 1 and 2 was 0.14 m3/sec on 2 November 1954
based on a gauging record of 1953-1958 and 1972-
1976.

Included in Table 7-2 are the flow contributions for
the three discharges at stations downstream of the
POTW using this worst-case  0.14 m3/sec flow and
assuming  that the  discharges remain at their cur-
rent  discharge rates.

The  resulting flow  contributions are 1.6, 19.6, and
51.0  percent for Coke Plant 1, Coke Plant 2, and the
POTW, respectively  (Table 7-2). It is likely  that
under  actual  7Q10 conditions, the upstream  flow
may be slightly higher and the discharge rates may
decrease, making the above contributions an upper
limit.
                                                                     7-5

-------
                          8,  Periphytic Community, February 1983
The periphyton study measured chlorophyll a and
biomass and determined periphyton abundance
and composition. The relatively short reproduction
time and rapid seasonal fluctuation  in growth  of
periphytic algae make that community a useful in-
dicator of changes in water quality. Adverse effects
on the periphytic community may be seen in either
a reduction of an important habitat or food source
for invertebrates and fish, or the  enhancement  or
dominance of nuisance species of algae that nei-
ther support other trophic levels nor are aestheti-
cally pleasing. A description of sampling and ana-
lytical methods is presented  in Appendix C;
additional data  are presented in Appendix E,

8.1 Community Structure

Thirty-four algal taxa (31 genera) representing four
major taxonomic divisions were identified in peri-
phyton  samples collected from eight  stations  in
Five Mile Creek and one station in Black Creek
(Table E-1). Total periphyton densities in Five Mile
Creek ranged from 194 to 43,044 units/mm2, diver-
sity varied from 0.85 to 3.37, and equitability
ranged from 0.23 to 0.84 (Table 8-1).
              The predominant slate, bedrock streambed at Sta-
              tion 1 near Lawson Road could  not be sampled
              quantitatively, but moderate periphytic growth was
              observed on these substrates. Qualitative samples
              from  small rocks revealed the community was
              dominated by the diatom Achnanthes and the fila-
              mentous green alga Cladophora (Table E-1),
              Achnanthes commonly grows on rock substrates in
              rivers and streams {Round 1964; Hynes 1972), and
              some species are good indicators of high dissolved
              oxygen concentrations (Lowe 1974). Cladophora
              usually requires firm rock substrates for maximum
              development  and profuse growth  often  occurs
              when nutrient (especially  phosphorus) concentra-
              tions  are high (Whitton 1970). Because Cladophora
              is a large filamentous alga that is readily colonized,
              its presence can greatly influence periphyton com-
              position, standing crop, and occurrence of smaller
              algae. In Five Mile Creek, Achnanthes was not ob-
              served attached to Cladophora, and these algae ap-
              peared  to occupy different microhabitats  on the
              rock substrates.

              Diversity and equitability was considered moderate
              at Station 1  compared to the other stations (Table
Table 8-1,   Summary of Periphyton Species Composition and Diversity on Natural Substrates in Five Mile Creek, February
           1983
       Parameter
                                                     Sampling Station
 Density (units/mm2)

  Diatoms
  Green algae
  Blue-green algae

  Total Periphyton

 Percent Composition
32,869
 2,095
 8,080

43,044
 7,733
 4,539
12,868

25,140
 5,737
 6,035
28,079

39,851
 750
 295
 740

1,785
15,589
 4,592
  227

20,408
 111
1,247
  82

1,440
 86
 77
 31

194
Diatoms
Green algae
Blue-green algae
Taxa (Genus) Diversity (d)
Taxa (Genus) Equitability (e)
Total Taxa Identified
54.11
32.36
13.53
2.58
0.55
15
76.36
4.87
18.77
2.54
0.47
17
30.76
18.05
51.19
3.37
0.70
21
14.40
15.14
70.46
2.87
0.68
-15
42.02
16.53
41.45
2.56
0.62
13
76.39
22.50
1.11
3.04
0.68
17
7.71
86.60
5.69
0.85
0.23
9
44.33
39.69
15.98
2.14
0.84
7
 (a'Not sampled quantitatively for periphyton abundance.

-------
8-1). Diversity ranged from 0.85 to 3.39 and equi-
tability from 0.23 to 0.84. The lowest values for both
community parameters occurred at Station 7.

Maximum density (43,044  units/mm2) observed in
Five Mile Creek occurred at Station 2 located  up-
stream from the Coke Plant 1 discharge but down-
stream from the confluence with Loveless Branch
(Table 8-1). Achnanthes was  a  dominant diatom
downstream to Station 6 (Table E-1). Cladophora
was an important green algae even though it was
variable in abundance. Diatoms that were associ-
ated with Cladophora (e.g., Cocconeis,  Cymbella,
and Diatoma) were abundant at  Station 2, as were
small species of the blue-green alga Lyngbya. Gen-
erally, composition at Stations 1  and 2 was similar,
and diversity and equitability were only slightly re-
duced at Station 2.

Compared to Station 2, a fourfold reduction  in di-
atom abundance occurred  at Station 3 which is lo-
cated downstream from the Coke Plant 1 discharge.
Both green and blue-green algae were more abun-
dant at Station 3 (Table E-1), Most of the decline of
diatoms was caused by a decrease in the density of
Achnanthes, although Diatoma  and Navicula also
were substantially reduced.  The abundance of
green algae doubled, even  though Cladophora  de-
clined, because another filamentous form, Sti-
geoclonium, became  prevalent. Several taxa of
blue-green algae were also abundant at Station 3.
Diversity and  equitability increased  when  com-
pared to Station 2, probably because the domi-
nance of Achnanthes was suppressed.

Diatom abundance declined from Station 3 to Sta-
tion 4. Green  algae increased  slightly, whereas
blue-green algae increased twofold from Station 3
to Station 4. Total periphyton density at Station 4
was the second highest in  Five Mile Creek (39,851
units/mm2). There was little change in composition
within these three major groups between Stations
3 and 4. Diversity declined somewhat at Station 4,
but values for equitability were essentially  un-
changed.

A 20-fold decline in total density occurred at Station
5 (relative to Station 4) which was located down-
stream from the Coke Plant 2 discharge (Table E-1).
Substantial reductions were noted for all three ma-
jor taxonomic divisions. Although several taxa that
were of minor importance at upstream stations
were absent at Station 5,  the greatest change in
composition was the absence of Cladophora.  Di-
versity and equitability, although lower than at Sta-
tion 4, were similar to or slightly greater than re-
spective values at Stations 1 and 2, in spite of  the
very low densities at Station 5. At Station 6, located
approximately 8 km farther downstream, the abun-
dance of diatoms and green algae exhibited sub-
stantial increases, but blue-green algae continued
to decline in abundance. The maximum density of
Cladophora occurred at Station 6, and the deposi-
tion of large amounts of sediment and detritus at
this sampling location may have been facilitated by
entrapment of particles in the structural matrix of
this large, branched, filamentous alga. The maxi-
mum abundance of the diatom Navicula (many of
which were very small species related to the ben-
thic habitats) and the benthic diatom Surirella was
probably related  to the quantity of sediment
present at Station 6. More sediment was included
in the periphyton sample at this station than at any
other station.

At Station 7, located at least 5 km downstream from
both the POTW and the confluence with Black
Creek, total periphyton density was slightly lower
than that recorded at Station 5. Diatoms and blue-
green algae were very sparse at Station 7. In con-
trast, green algae composed more than 86 percent
of total density. Cladophora was absent, and Sti-
geoclonium was responsible for the dominance
green algae. As a result, diversity and equitability
were lowest at Station 7. The minimum density ob-
served in Five Mile Creek occurred at Station 8 (194
units/mm2). The abundance of each major group
was <100 units/mm2. The most abundant taxa were
the diatom  Navicula, the green alga  Stigeoclo-
nium, and the blue-green alga Lyngbya. While di-
versity remained low, maximum equitability was
recorded at Station 8.

The qualitative results for Station B2 in Black Creek
could not be compared directly to those for Five
Mile Creek because a wood substrate was sampled
instead of rock (Table E-2). Although the periphyton
were dominated by Navicula, several  other taxa
were either common or abundant. These others in-
cluded the diatoms  Achnanthes,  Frustula,
Nitzschia, and Surirella; the green alga Stigeoclo-
nium; the blue-green algae Lyngbya and Oscillato-
ria; and the filamentous red alga Audouinella. Be-
cause so many  taxa were relatively  abundant,
diversity  and equitability were high at Station 11
(Table E-3).

8.2 Chlorophyll a and Biomass

Large variations in chlorophyll a and ash-free dry
weight (AFDW) measurements were present within
and among stations and appeared  attributable to
habitat differences among stations. In addition, Sta-
tion B2 had a  totally different substrate  than the
other  eight stations and therefore could only be
sampled  qualitatively. As a result, this station had
the lowest chlorophyll a and  second lowest
biomass of any station.

Chlorophyll a standing  crop in Five Mile Creek
ranged from 3.9 to 505.1 mg/m2; biomass standing
                      8-2

-------
crop (AFDW) varied from 2,0 to 137.0 g/m2 (Table
E-4). Chlorophyll a and, to a lesser extent, biomass
appeared to be influenced  strongly by the abun-
dance of Cladophora. At Stations 2,4, and 6, where
Cladophora occurred at densities greater than 1,000
units/mm2,  chlorophyll a  standing crops were
greater than 400  mg/m2. Chlorophyll a values of
20 mg/m2 or less occurred at Stations 5, 7, and 8
where  Cladophora was absent.  These differences
were statistically significant at P 2= 0.05. Similarly,
biomass was greater than 30 g/m2 at Stations 2, 4,
and 6, and less than 8 g/m2 at Stations 5, 7, and 8.
Stations 2 and 4 were the only sampling locations
where biomass was  not significantly less than that
observed at Station 6, Autotrophic Index (Al) values
less than approximately 100 appeared to be typical
for most of Five Mile Creek in this February survey,
indicating  periphyton  was dominated by au-
totrophic (photosynthetic) rather  than  hetero-
trophic (nonalgal) taxa (APHA 1981).
Chlorophyll  a and  biomass measurements  pro-
vided the only quantitative data for Station 1 (Table
8-1K These measurements indicated standing crop
was much lower at Station 1 than at Station 2, de-
spite the similarity in composition previously noted
for those sampling locations. Variations in chloro-
phyll a and  biomass at the remaining stations in
Five Mile Creek were generally similar to those ob-
served for total density. Standing crops declined at
Station 3, returned to Station 2 levels at Station 4,
and decreased dramatically at Station 5. Substan-
tial recovery occurred at Station 6, where maxi-
mum biomass  standing crop  probably resulted
from the related factors of high  Cladophora abun-
dance and accumulation of nonliving organic mat-
ter. As  a result, Al  values  increased to approxi-
mately 300. Chlorophyll a and biomass were
greatly reduced at Stations 7 and 8. Biomass de-
clined less than chlorophyll a, and Al values at Sta-
tions 7 and 8 were greater (2,015 and 790, respec-
tively) than at other sampling locations in Five Mile
Creek.
The single chlorophyll a measurement at Station B2
in Black Creek was collected from a wood substrate
and  indicated that algal biomass was low (Table
E-4). Although biomass appeared low in absolute
terms, it was high relative to chlorophyll a standing
crops, and the resultant Al value was much higher
than any observed  in Five Mile Creek. However,
because wood was the substrate sampled in Black
Creek,  biomass standing crops may have been in-
creased artificially by the incidental inclusion of
wood fibers in the sample.
8,3  Evaluation of Periphytic Community
     Response
Although Stations 1 and 2 were located upstream
from the principal discharges,  periphyton chloro-
phyll a  and biomass  increased significantly  be-
tween these sampling locations (Table E-4). How-
ever,  these increases had little effect on the
diversity, equitability, and Autotrophic Index or on
the relative abundance of important taxa in Five
Mile Creek. Standing crop on the prevalent bedrock
substrate at Station 1, which could not be sampled,
may have been greater than that observed on occa-
sional loose rocks that were sampled. Other studies
have shown that the abundance of Achnanthes and
Cladophora, the important components of periphy-
ton at Stations 1 and 2, was less on rocks that could
be  moved by currents or  waves than  on  larger,
more  stable substrates (Douglas 1958; Taft and
Kishler 1973). In either case. Station 2 appeared to
be the most appropriate reference area for assess-
ing effects of the principal discharges being investi-
gated.

Results of an analysis of variance test and Tukey's
multiple comparison test indicated that there were
statistically different (P s 0.05) concentrations of
chlorophyll a and biomass between stations (Table
E-4). The chlorophyll a and biomass content of peri-
phyton at Station 1 increased at Station 2 {P s 0.05).
However, the abundance of diatoms such as
Achnanthes and Nitzschia decreased at Station 3
and continued to decline at Station 4; only a partial
recovery in Cladophora density was noted. Con-
versely, Sttgeoclonium increased substantially at
Station 3 and reached maximum abundance at Sta-
tion 4; blue-green algae (e.g., Lyngbya were also
most abundant at Station 4. These changes in com-
position caused a slight increase in diversity and
equitability relative to the reference locations.

Periphyton standing crop was much lower (signifi-
cantly so for biomass and chlorophyll a at P s 0.05)
at Station 5 than at either Stations 2 or 4 (Table E-4).
All  types and genera of algae were affected nega-
tively. Achnanthes, Stigeoclonium, and Lyngbya
were  the only  taxa which maintained densities
greater  than 100 units/mm2, and Cladophora was
absent.  Substantial recovery was evident at Sta-
tion 6, where Cladophora reached maximum abun-
dance. There was no statistically significant  differ-
ence in chlorophyll a or biomass standing  crops
between Stations 6 and 2 (P > 0.05). Only Achnan-
thes, Diatoma, and Lyngbya were much less abun-
dant than at Station 2. Most of the differences be-
tween Stations 6 and 2 probably resulted from the
large quantities of sediment and detritus entrapped
in the profuse Cladophora growths.

Chlorophyll a standing crop at Stations 7 and 8 was
significantly different and lower than those at either
Stations 6 or 2 (P s 0.05); biomass was also signif-
icantly  different and lower than at  Station 6
(P < 0.05). Diatoms and  blue-green  algae were
nearly absent at Station 7, Cladophora was absent,

                    8-3

-------
and the numerical dominance of Stigeoclonium
caused low diversity. An increase in standing crop
was evident at Station 8 even though diversity, eq-
uitability, and Al values showed varying degrees of
improvement.
                       8-4

-------
            9.  Sent/lie Macroinvertebrate Community Survey, February 1983
The benthic rnacroinvertebrate survey measured
instream community composition and abundance.
The benthic community is considered to be a good
indicator of instream response to water quality be-
cause of the lack of extensive mobility. The degree
of community stability can be measured by com-
paring species composition and dominance, and
effects would be apparent as alterations in commu-
nity structure or standing crop beyond the limits of
normal  fluctuation within the waterbody. Addi-
tional data on the composition and relative abun-
dance are presented in Appendix E. Sampling and
analytical methods for benthic macroinvertebrate
data are discussed in Appendix C.

9.1 Community Composition

The composition  of the 38 numerically dominant
components of the benthic community showed
variations among  stations (Tables 9-1 and E-6). Sta-
tion 1 was dominated by caddisflies and mayflies,
whereas the remainder of the stations were domi-
nated by oligochaetes and chironomid  larvae, al-
though the relative abundance between the worms
and midges  varied at downstream stations. The
caddisflies Cheumatopsyche  and  Chimarra were
the predominant  maeroinvertebrates  at Station 1
along with the mayflies Stenonema  and Caenis.
Tubifex tubifex was the dominant oligocnaete at
other stations with abundance increases of A/a/s
bretscheriand species of Limnodrilus at certain sta-
tions.  Cricotopus tremulus was the  numerically
dominant midge at all stations; Cricotopus bicinc-
tus exhibited highest densities at Stations 6 and 8.

9.2 Comparison of Community  Indices
    Among Stations

Community response was summarized by examin-
ing an index of diversity and an index of community
loss based on reference station benthic composi-
tion. Values of the  Shannon-Wiener diversity index,
with associated values  of  evenness, redundancy,
and the community loss index, are presented for
each station (EPA, 1973) (Table 9-2). Station diver-
sity indices reflect a trend of decreasing value from
Stations 1  and 2 to a minimum value at Station 4
and then progressively increasing downstream.
The lowest diversity value found at Station 4 was
primarily due to overwhelming abundance of T.
tubifex (Table 9-1) which contributed to the highest
redundancy value of all  stations (Table 9-2). The
highest evenness values and corresponding lowest
redundancy values were found at Stations 1 and 2
which indicated that the most evenly distributed
benthic populations were at these two  upstream
stations.  Evenness  and redundancy values ap-
proached those of Stations 1 and 2 at the farthest
downstream station  (Station 8) and in Black Creek
at Station B2 (Tables 9-2 and E-6). The spatial distri-
bution in species diversity reflected  this trend of
recovery of the benthic community.

Community loss  index calculations indicated that
the greatest  loss of reference station community
taxa occurred at Station 5 where the least number
of species and low abundance were found. The in-
dex values at all other stations were similar. The
community loss  index, which only takes into ac-
count the presence or absence of taxa, indicates a
different effect from that of species diversity, which
is influenced  by  species richness and density. At
Station 5, the least number of taxa were captured
and the community loss index was greatest (Table
9-2). Most notable at Station 5 was the absence of
the variety of insect larvae found in the reference
area.

9.3 Taxa Differences Among Stations

Oligochaete species and chironomid larvae were
the numerically dominant taxa, and exerted the ma-
jor  effect on  fluctuations in abundance. Tubifex
tubifex is the dominant oligochaete and was essen-
tially  more abundant (1,850 organisms/m2) than
any other organism at Station 4. This  density of
T. tubifex at Station  4 was significantly higher
(P = 0.0066) than densities found upstream of Sta-
tion 4 or at Stations 7 and 8 (Table E-7). However,
the habitat of Station 4 was not sufficiently different
from that at other stations to be an imporatnt factor
influencing  the  density (see Site  Description).
Abundance of T. tubifex decreases to approxi-
mately 130/m2 at Station 5 and was absent from
downstream Stations 7 and 8 and from the refer-
ence stations as well (Table 9-1).

The dominant midge, Cricotopus tremulus, was
present in low levels at Stations 1 and 2 (not ex-
ceeding 20/m2), increased to 177 larvae/m2 at Sta-
tion 3, decreased  to 56/m2 at Station 5, increased to
peak abundance (over400/m2) at Station 6, and de-
creased again at  Station  7  (124/m2) and Station 8
                                             9-1

-------
Tablo 9-1,
Average Density (No./m2) of the Most Abundant Macroinvertebrate Species at Each Sampling Station From Five
Mile Creek, February 1983
                                                        Station
Species
Imm. Tub. W cap, chaot.
Cttcot ttemutus Grp. U
Tvbitax tubiftx
Imm, tub. wo cap, chaet.
Cricof. bieinct, Grp, L,
ChimiHimldat P,
Hfit bftttchert
Ttifansmnnnimvi* Grp. L,
timno&Um hoUmahteri
Umnotfrttuf udckemttnut
Chavtwtopiych* I
Sanonam* H.
Cier.ii N.
Cryptochlianomaus L
Bnlit N,
CcHtunilt
Irtdtdidi
H«pugtniina« H.
BiMldto N,
Honychil N.
HC.TlBrlCl
HtpKsensidaa H.
Hydrapiycht L.
Po.ypid/um icj/jonu/D L.
Chimtm L
Ur:aai
Atnphlntmtin N,
Etmida* L.
Pxephtnus L
fir Mdmift «m»rt>irf
EnehytngMaa
Coryctefus L.
AfJpetui L
Empididao L.
Tutbollxia
PfiUlnt brevisan
Umno, dtsmiedtanut
Aciiin*
Other ipeclei
Station Tola!
1

Number Pet.
Imitv. Comp.
0,00
7,53
0,00
o.oo
0,00
3,77
0.00
7,53
0,00
o.oo
64.03
41,43
37.67
o.oo
18,83
1S.07
11.30
18.83
11.30
11.30
22,60
22.60
0.00
0.00
26.37
11.30
16.07
11.30
15.07
0.00
0.00
o.oo
7.53
3.77
3.77
o.oo
0,00
11.30
75.33
474.60
0.00
1.59
0.00
0.00
0,00
0,79
0.00
1.59
o.oo
o.oo
13.49
8.73
7.94
o.oo
3.97
3.17
2.38
3.97
2.38
2.38
4.76
4.76
0.00
0.00
5.S6
2.38
3.17
2.38
3.17
0,00
o.oo
0.00
1.S9
0.78
0.79
o.oo
o.oo
2.38
15.87

2

Number Pel.
Indiv. Comp.
0,00
18.83
0,00
3,77
0.00
11 JO
30.13
0.00
0,00
0.00
0.00
0.00
11.30
o.oo
18.83
3.77
11.30
0,00
7.53
3.77
3.77
0.00
0.00
0.00
0.00
7.53
0.00
3.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.77
139.37
0.00
13.51
0.00
2.70
o.oo
8.11
21.62
0.00
0.00
0,00
0,00
o.oo
8.11
0.00
13.51
2.70
8.11
0.00
6.41
2.70
2.70
0.00
0.00
0.00
0.00
5.41
0.00
2.70
0.00
0.00
0,00
o.oo
0.00
0.00
0.00
0,00
o.oo
0.00
2.70

3

Number Pet.
Indiv. Cornp.
15.07
177.03
0.00
0.00
0.00
48.97
52.73
7.53
0,00
3.77
'0.00
26.37
7.53
0.00
0.00
0.00
7.53
15.07
3.77
15.07
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0,00
3.77
o.oo
3.77
0.00
0.00
3.77
o.oo
o.oo
o.oo
o.oo
7.53
399.27
3.77
44.34
0.00
0.00
0.00
12.26
13.21
1.89
0.00
0.94
0.00
6.60
1,89
0.00
0.00
0.00
1.89
3.77
0.94
3.77
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.94
o.oo
0.94
0.00
0.00
0.94
o.oo
o.oo
o.oo
o.oo
1.89

4
Number
Imliv.
1212.87
139.37
644.10
30.13
0.00
48,97
71,87
7.53
7.53
48,97
0.00
0,00
0,00
0.00
0.00
0,00
3.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
o.oo
0,00
3,77
0.00
18,83
0.00
0.00
0.00
0,00
7.53
0.00
0.00
0.00
26.37
2,271.30

Pet.
Comp,
53,40
6.14
28.36
1.33
0,00
2,16
3.15
0.33
0,33
2.16
0.00
0,00
0.00
0,00
0,00
0,00
0.17
0,00
0,00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.17
0.00
0.83
0.00
0.00
0.00
0.00
0.33
o.oo
0.00
0,00
1,16

5

Number Pet.
Indiv. Cornp,
105,47
56.50
15.07
18.83
3.77
15.07
0.00
7.53
18.83
30.13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
o.oo
0.00
0.00
o.oo
0.00
o.oo
3.77
o.oo
3.77
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
0.00
278.73
37.84
20,27
6.41
6.76
1.35
5.41
0.00
2.70
6,78
10.81
0.00
0.00
0.00
0.00
0,00
0.00
0,00
0.00
0.00
o.oo
o.oo
0.00
0.00
0,00
0.00
1.35
0.00
1,35
0.00
0.00
o.oo
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
0.00

6
Number
tndiv.
37.67
414.33
0.00
116.77
214.70
18,83
3.77
71.57
28.37
18.83
0.00
0.00
0,00
52.73
0,00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
11.30
7.53
0.00
0.00
0.00
0.00
0.00
0.00
3.77
0.00
0.00
0.00
0.00
7.53
0.00
0.00
15.07
1,020.77

Pet.
Comp,
3.69
40.59
0.00
11.44
21.03
1,85
0.37
7.01
2,58
1.85
0.00
0,00
0.00
5.17
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
1.11
0.74
o.oo
0,00
0.00
0,00
0,00
0.00
0.37
0.00
0.00.
0.00
0.00
0.74
0.00
0.00
1.48

7
Number
Indiv.
0.00
124.30
0.00
41,43
15.07
33.90
0.00
11.30
22,60
3.77
3.77
0.00
0.00
0.00
0.00
3.77
0.00
0,00
0,00
o.oo
0.00
0.00
11.30
15,07
0.00
0.00
0.00
0.00
3.77
0.00
7.53
0.00
3.77
0.00
0.00
0.00
0.00
0.00
7.53
308.87
8
Pet.
Comp.
0.00
40.24
0.00
13.41
4.88
10.98
0.00
3.66
7.32
1.22
1.22
0.00
0.00
0.00
0.00
1.22
0.00
0.00
0.00
0.00
0.00
o.oo
3.66
4.88
0.00
0.00
0.00
0.00
1.22
0.00
2.44
o.oo
1.22
0.00
0.00
o.oo
0.00
o.oo
2.44

Numbe
Indiv.
0,00
52.73
0.00
26,37
37,67
26,37
0,00
15.07
15,07
7,53
7.53
0,00
0.00
0.00
7,53
15.07
0.00
0.00
0.00
0.00
0.00
0.00
3.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.77
15.07
3.77
0.00
0.00
0.00
11.30
0.00
3.77
262.37
ir Pet.
Comp.
0.00
20.90
0.00
10.45
14,93
10,45
0.00
6.97
5.97
2.99
2,99
0.00
0,00
0.00
' 2.99
5.97
0.00
0.00
0.00
0.00
0.00
0.00
1.49
0.00
o.oo
0.00
0.00
0.00
0.00
0.00
1.49
5.97
1.49
0.00
0.00
0.00
4.48
0.00
1.49

Table 9-2.    Shannon-Wiener Diversity Indices, Associated Evenness and Redundance Values, and Community Loss (I) Indices
           Calculated on Benthic Data From Five Mile Creek, February 1983

                                                        Sampling Station
Parameter
Total Densities (No./m2)
Total No. Taxa
Community Loss Index'"'
Diversity Index!b)
Evenness
Redundancy
1
1,423
36
—
4.68
0.90
0.10
2
418
14
1.69
3.43
0,90
0.11
3
1,196
17
1.47
2.83
0.69
0.32
4
6,815
18
1.50
2.00
0,48
0.53
5
836
11
2.45
2.72
0.78
0.22
6
3,063
17
1.71
2.72
0.67
0.34
7
925
16
1.56
2.98
0.75
0.27
8
756
16
1.73
3.55
0.89
0.12
'•'Calculated on log base 2.
'b!Calculated using Station 1 as reference station.
(52/m2), Although station densities were significant
(P = 0.0039), considerable overlap in the trans-
formed (In count) mean abundance existed among
stations (Table E-17).

Abundance data for the major taxonomic groups
illustrate a shift in dominance from a mayfly/cad-
disfly community at Station  1 to a worm/midge
community by Station 4 and continuing down-
stream (Table 9-1). This shift began to disappear at
Stations 7 and 8. Although differences in station

                       9-2
                                         abundance were significant (P < 0.01) for all major
                                         benthic groups, no consistency  in spatial trends
                                         was discerned (Table E-6). Confidence intervals (95
                                         percent) were large for the mean abundance of the
                                         major taxa (Table E-18).

                                         9.4  Evaluation of the Benthic Commu-
                                              nity
                                         In April 1978, EPA Region IV conducted a benthic
                                         survey in conjunction with chemical analyses and

-------
toxieity tests on Five Mile Creek (EPA 1978), The
benthic  survey included  four sampling stations,
three of which corresponded to  sampling stations
in the present  survey (FMC-Q04  = Station 1; FMC-
002 = Station  5;  FMC-001 = Station  7; FMC-
OOOA = Station 8). EPA (1978) found a decrease in
the number of species and abundance downstream
of Station 3 and some recovery  at FMC-OOOA (Sta-
tion 8). These population effects were supported by
diversity indices and one-way analysis of variance
results for the  benthic data. In addition, sublethal
effects were observed in the form of morphological
aberrancies in  midge larvae. The greatest propor-
tion of deformities was found at the station down-
stream of Station 4. These aberrancies were stated
as minor compared to deformities  noted at other
sites (EPA 1978).

Results of the present study generally agreed with
the EPA (1978) study, although the  present survey
did elucidate additional  community  trends. The
benthic community at Station 3 had a different tax-
onomic  composition from that  observed  at Sta-
tion 4. It is likely that habitat differences contributed
to the dissimilarity among the communities since
the habitat at Station 4 was composed mostly of
sediment, and  the sparsity of rocks made the riffle
area almost nonexistent. Diversity was  lowest at
Station 4 because of the overwhelming dominance
of T. tubifex. In contrast.  Station 3 had a rifle area
comparable to  Station  1, and a higher diversity
value than Station 4 because of  the even distribu-
tion  of  individuals among taxa. In  addition,
Ephemeroptera were relatively  abundant  at Sta-
tion 3 compared to the other stations.

Station 1 had the highest diversity and evenness
values as a  result of the highest number of taxa
collected. The community loss index was above 1.0
at all stations, which indicates a relatively high level
of dissimilarity among the benthic communities at
all stations compared to  Station 1. However,  the
index values were similarly the lowest at Station 2
near Springdale Road and at Stations 3 and 4. Al-
though  community dominants differed among
those stations, the proportion of  number of taxa in
common with Station 1 was similarly low among
Stations 2,3, and 4. The benthic community at Sta-
tion 5 was the least similar to Station 1 in composi-
tion.
                                                                     9-3

-------
            10, Benthic Macroinvertebrate Community Survey, October 1983
The benthic macroinvertebrate survey measured
instream community composition and abundance.
The benthic community is considered to be a good
indicator of instream response to water quality be-
cause of the lack of extensive mobility. The degree
of community stability can be  measured by com-
paring species composition and dominance, and
effects would be apparent as alterations in commu-
nity structure, standing crop, or species composi-
tion beyond the limits  of normal fluctuation within
the waterbody. Additional data on the composition
and relative abundance are  presented in Ap-
pendix E. Sampling and analytical methods for
benthic macroinvertebrate data are discussed in
Appendix C,

Qualitative and quantitative collections were taken
during the October 1983 survey, thus increasing the
number of habitats sampled at each station. As in
the February survey, quantitative collections were
taken  in riffle areas. Qualitative collections were
taken  along shore zones and pool areas. In addition
to the stations sampled in February, other stations
were sampled during the October survey: Station 9,
Station FO located upstream of Station 'I, Station T1
on Tarrant Branch, and Station  B1  on Barton
Branch (Chapter  3).

10.1  Comparison of Community Indices
      Among Stations

The number of taxa  collected from the mainstream
of Five Mile Creek ranged from 10 to 26 (Table 10-1).
The largest variety of taxa taken were the chirono-
mids which were represented at each station by up
to 13 genera (Table E-9). The benthic community at
one of the tributary stations, B1 (Barton Branch),
comprised the most taxa (29) of any station due to
the great variety of mayflies, caddisflies,  beetles,
and midges (Table E-11), The total number of taxa
was low at Stations 2 and 3; Station  5, the least
diverse community, had only 10 taxa, 8 of which
were chironomid larvae. The benthic communities
at Stations 6 through 9 were more diverse, with the
number of taxa (18-25) approaching the number of
taxa at Station 1. The numbers of taxa at Stations 1,
6, 7, 8, and 9 were significantly (P = 0.001) higher
than that at other stations (Table  E-19). However,
results of the Tukey's Multiple Comparison Test in-
dicated that there was considerable overlap in the
distribution of number of taxa.
A community loss index was calculated for the
quantitative collections (Table 10-1) and the total
taxa (qualitative and quantitative) (Table E-11). Sta-
tion dissimilarity to Station 1 was high at Stations 2
and 3 and  highest at Station 5 where the fewest
number of taxa were collected. Recovery in the de-
gree of similarity with Station 1 began at Station 6
and continued downstream to Station 9. Very little
difference in community loss values resulted when
the qualitative sampling effort (Table E-14) was in-
cluded in the calculations except at one of the up-
stream tributary stations at  Tarrant  Branch (T1),
which was  more similar to Station 1  after adding
the additional species collected in the qualitative
sampling. The other tributary stations, the  head-
waters of Five Mile Creek (FO) and Barton Branch
(B1) were similar to Station 1.

Diversity was lowest at Station 5 which also had the
highest community loss value (Table 10-1).  Diver-
sity gradually increased downstream to Station 9
which was  higher than the observed diversity at
Station 1.

10.2  Community Composition and Distri-
      bution

Ephemeropterans (mayflies) and trichopterans
(caddisflies) were present in  high densities at Sta-
tion 1 (Tables 10-2 and E-19). Both groups essen-
tially disappeared at Station 2, re-established popu-
lations occurred at Station 6, and were abundant
downstream at levels nearly as high or higher (es-
pecially the mayflies) than at the upstream stations.
Significant  station differences (P < 0.001) were de-
tected in the abundances of mayflies and cad-
disflies, with Stations 1, 8, and 9 having the highest
numbers and Stations 2, 3, and 5 having the lowest
numbers (Table E-20).  Qligochaete densities were
highest at Stations 3 and 5, where they and chirono-
mids were  co-dominant, Chironomid density was
highest at Stations 6, 7, 9, and Barton Branch (B1),
and generally low at all other stations. Station dif-
ferences were significant  (P< 0.001) for midges
and worms (Table E-20),  and abundances were
highest at Stations 6, 1, and 9 for midges and Sta-
tion 3 for worms. Corbicula,  the Asiatic clam, had
significant (P = 0.0001) populations only at Stations
8 and 9 (Table E-21). The greatest benthic  abun-
dance was  at Station 8, with 6,220 organisms/m2
and was the result of the high density of Corbicula
                                             10-1

-------
Table 10-1. Community Data for Benthic Macroin vertebrates From Quantitative Sampling

Parameter
Total Densities (No./m2)
Total No. Taxaf«>
Community Loss Index"3'
Diversity lndex!c!
Evenness
Redundancy

1
4,475
26

2.84
0.58
0.42
Sampling Station
2356
361 1,671 978 3,596
11 ' 14 10 24
1.55 1.36 2.20 0.46
2.36 2.73 2.14 2.92
0.62 0.68 0.60 0.61
0.39 0.32 0.41 0.39
of Five Mile Creek,

7
3,521
22
0.64
2.95
0.64
0.36
October

8
6,220
18
0.67
2.46
0.56
0.44
1983

9
5,360
25
0.40
3.53
0.73
0.27
'•'Multiple life stages, higher taxonomic levels, Oligochaeta and Nematoda not included in number of taxa.
lb|Calculated using Station 1 as
^'Calculated on log base 2,
Table 10-2. Average Density

Taxa
Ephemeroptera
Isonychia
Baetis
Stenonoma
Trlcorythodes
Total
Plecoptera
Louctridae
Trichoptera
Chimarra
Hydropsyche
Cheumatopsyche
Hydropsychidae pupae
Leucotrichla
Total
Colooptera
Psephenus
Helicus
Stenelmis
Dublraphla
Berosus
Total
Mogaloptera
Corydalis
Diptera
Simuliidae
Antocha
Tipula
Hamorodromia
Probetzia
Chironomidae pupae
Ablabesmyia
Proctadius
Tanypus
Pentaneura
Dlcrotandipes
Polypodllum
Chironomus
Glyptotandtpes
Cryplochironomus
Rheotanytarsus
Tanytarsus
Corynoneura
reference

(No./mz)

1

1,055
359
388
4
1,806

4

65
47
1,783
4
57
1,956

90
14
133

4
241

100

4
22
4


36
80








136

14
station.

of Benthic Macroinvertebrates Collected From Five
Sampling Station
2356

7
93
18
36
7 147




4 4
158

4
4 4 162

4

32 7 7
t
22 29
32 29 40

25




4 4
11
11 90 100 215
144 93 165
133 11
4 4
4

4 29 807
39 32 32
7
79
32
47
4






Mile Creek, October 1983

7


606 2
11
36
653 3




4
165


169



22


22

50




11

269
129
4
11


32
29

4
172
434


8


,329
524
858
,711




4
560

18
582



11


11

25






14
28




25



14
72
4

9

68
692
219
176
1,155




126
391

43
560



50
18
65
133

104





11
176
169
4


36
244




248
4
10-2

-------
Table 10-2.   (Continued)
                                                     Sampling Station
Taxa
Cricotopus
Psectrocladius
Trichoc/adius
Micropsectra
Nanocladius
Total
Odonata
Dromogomphus
Argia
Total
Oligochaeta
Miscellaneous
Physa
Corbicula
Ferrissia
Planaria
Nematoda
Decapoda
Lirceus
Total
1
14




310


7
7
7


4
11
11


18
44
2
129




144


7
7
140


4
7
4
4
4
4
27
3
233
11



658


54
54
736

50

133


7

190
5
29
72



374


22
22
578



4




4
6
1,478
54



2,935




205


47
14

7

14
82
7
1,374
32
18


2.519


11
11
68



22


7

29
8
36




193

7

7
54

4
1,611
18

4


1,637
9
1,464


22
4
2,382

4
14
18
158


836
7

7


850
Source Table E-9.
and ephemeropterans, especially Baetis. Results of
an ANOVA and multiple comparison test  per-
formed on Baetis abundance indicated that al-
though Station 8 had highest abundance, it was not
significantly different from the mean abundance at
Stations 1, 7, and 9 (Table E-21).

10.3  Comparison Between February and
      October Surveys

The level of taxa identification between the two sur-
veys  was different, so comparisons  of relative
abundance are limited. However, the collection
techniques for quantitative assessment were simi-
lar. High, variable flow conditions during the Febru-
ary survey probably affected the data.  Trends ob-
served in the data for each survey may be
compared in a relative sense because of consistent
sampling  efforts  and  conditions at each station
within each collection period.

In the October survey, Station 1 had a high number
of taxa which was similar to data from Stations 6,7,
and 9 in contrast to the February data for which the
similarity did not occur. In the February survey. Sta-
tion 5 had the fewest number of taxa,  whereas in
the October survey. Stations 2, 3, and 5 had similar
low numbers of taxa. Correspondingly, the commu-
nity loss was highest at Station 5 during both sur-
veys, although during October the community loss
was also high at Stations 2 and 3.
                                                                   10-3

-------
                        11. Fish Community Survey, February 1983
The objective of the fish investigation was to col-
lect, identify, and count fishes from locations
throughout the Five Mile Creek watershed with spe-
cial emphasis on the number of taxa present  at
each station. The sampling and analytical methods
are presented in Appendix C. Support data are in-
cluded in Appendix E. Heavy rains before and dur-
ing the study resulted in flows which were much
greater than normal and made sampling efforts dif-
ficult.

11.1  Community  Structure

The distribution of the fish catch among sampling
stations in February  1983 exhibited a  trend of de-
creasing number of  specimens and species from
upstream to downstream (Table 11-1). The refer-
ence Stations 1A and 1B yielded the greatest num-
ber of species and specimens. This was largely due
to the relative abundance of stonerollers; had they
been absent, the catch would have been much like
those farther downstream.  The number of fishes
collected at Stations 2A and 2B were greatly  re-
duced  relative to Stations 1A and 1B, owing to the
reduction in stonerollers and, to a lesser extent, the
disappearance  of the striped shiner and banded
sculpin. Catches at Stations 3 through 8 on Five
Mile Creek were incidental  at best, with no more
than 2 species or 11 specimens occurring at any
                            one station. The number offish captured increased
                            sharply at Station B2 in Black Creek (Table E-23).
                            The number of species and specimens collected at
                            the Black Creek station were similar to those col-
                            lected  at Stations 1A and  1B. Blacktail shiner and
                            green  sunfish replaced the stoneroller as domi-
                            nants at Station B2 (Black  Creek).

                            The species diversity index, which is influenced by
                            number of species and abundance, was zero at Sta-
                            tions  3 and 5 where the  lowest abundance and
                            number of species were encountered (Table 11-2).
                            The community loss  index was highest at Stations
                            3 and 5. Recovery, as depicted by both indices, was
                            beginning at Stations 7 and 8.

                            11.2  Evaluation of  Fish Community Re-
                                  sponse
                            Heavy rains in the study area produced flows about
                            seven times as high as the  average daily discharge.
                            This greatly reduced sampling effectiveness, de-
                            spite the use of electrofishing gear. Upstream sta-
                            tions consisted primarily of riffle and run  habitat,
                            whereas downstream stations were primarily runs
                            and pools (Table C-1). Such differences in habitats
                            will affect the fish species  within the community.

                            The reduction in numbers  of stonerollers from up-
                            stream to downstream  roughly corresponds to the
Table 11-1.   Numbers of Fish Collected From Five Mile Creek, Birmingham, Alabama, February 1983

                                                    Sampling Station
     Species
                     1A
        1B
        2A
2B
                                                                                      8A
                                                                                              8B
Stoneroller
Striped shiner

Blacktail shiner
Black redhorse
Alabama hog sucker
Mosquitofish

Green sunfish
Bluegill
Longear sunfish
Redear sunfish
29
 7
45
15
Spotted bass
Blackbanded darter
Banded sculpin
Total number of fish
Total fish species

2
40
4
1
5
77
6


20
4
1

10
5


4
2


5
2


0
0


11
2


9
3


7
2


4
2
Note: A and B in Station designations refer to subareas of the station.

                                              J1-1

-------
Table 11-2.   Shannon-Wiener Diversity Indices, Associated Evenness and Redundancy Values, and Community Loss Index for
           Fish Data From Five Mile Creek, February 1983
Station
1
2
3
4
5
6
7
8
Diversity'8'
1.6664
2,0439
0
0.7290
0.9337
1.3699
1.2362
Evenness
0.5936
0.7907
0.7290
0.9337
0.8643
0.7800
Redundancy
0,4096
0,2143
0.2924
0.0692
0.1447
0.2405
Number of
Species
7
6
1
2
0
2
3
3
Number of
Individuals"3'
327
83
8
10
0 '
20
16
11
Community
Loss
lndex(cl
0.8333
6.0000
2.5000
7.0000
2.5000
1.6667
2.0000
'•'Calculated on a log base 2.
(b'Abundance in number per 1,037.3 m2 (sampling area).
'''Calculated using Station 1 as reference station.

reduction in the available riffle habitat; this may be
explained by the fact that the stoneroller is primar-
ily a  riffle inhabitant (Pflieger 1975; Trautman
1981). The effect of  the poor sampling conditions
cannot be identified at any one station, but appears
to have affected the  overall effort. Even at Stations
1A and  1B, catches were lower than would be ex-
pected under better  conditions, based on previous
sampling data.

Even considering potential habitat effects and other
influencing factors affecting the fish  community,
the results  of species diversity and community loss
indices  still suggest some general effects on the
fish community downstream from Stations 1A and
1B. Recovery from these effects were noted at Sta-
tions,  7 and 8, although recovery to the extent ob-
served at the reference stations was not attained.
Without the large number of stonerollers collected
at Stations 1A and 1B, the  number  of individuals
from  Stations  1A and 1B would be similar to that
collected at Station 2, However, the number of spe-
cies collected decreased downstream.
                       11-2

-------
                        12. Fish Community Survey, October 1983
 The fish community of Five Mile Creek was sur-
 veyed in October using the same methods and sta-
 tions as in February. Lower river flows in October
 allowed for a more effective sampling effort. Sam-
 pling and analytical methods are presented in Ap-
 pendix  C, The species list for this fish collection is
 presented in Appendix E,

-12,1 Community Structure

 Ninety percent of all fish collected were taken in the
 two tributary stations and the three upstream sta-
 tions on Five Mile Creek. The dramatic reduction in
 the total number of fish at Station 3 and below is
 primarily due to reductions in stoneroller numbers,
 and, to a  lesser extent, numbers of Alabama hog
 sucker and banded sculpin. There was little differ-
 ence in abundance of creek chubs and green sun-
 fish between upstream and downstream areas. One
 species, the biacktail  shiner, occurred almost en-
 tirely at the downstream locations. Station 5 was
 extreme in that it produced only one fish. Although
 none were abundant, 11 species were collected at
 Station 9, the most downstream station. This may
 reflect a hint  of recovery, but it is not very strong
 given the low catches of any given species.

 12.2 Evaluation of Fish Community Re-
      sponse

 The number of individuals collected at Stations 1
 and 2 was at  least eight times higher than at other
 stations (Table 12-1). Without the large number of
 stonerollers collected at Stations 1 and 2, the num-
 ber of fish at those two stations is still greater than
 at downstream stations. The greatest number of
 species was collected at Stations 1, 2, and  9,
 whereas collections at Stations 5 through 8 were
 half of those  levels.

 To provide the best comparison of the fisheries re-
 sults among sampling stations, the catch data were
 converted to total number offish per 93 m2 (Figure
 12-1). Although a 90-m length of stream was sam-
 pled at  each station, stream widths differed greatly
 (Table C-2) and, consequently, the total stream area
 sampled differed greatly among stations. The total
 number of fish per 93 rnz declined  sharply from
 Station 2 to Station  3, by a factor of 7. This reduc-
 tion continued downstream through Station 9, The
 reduction in number offish species downstream of
Station 2 was statistically significant (P<0.05) at
Stations 5, 6, and 7.

12,3  Comparison Between February and
      October Surveys

The fish survey results presented for October 1983
are consistent with the results of fish sampling in
February 1983. Although many fewer fish were cap-
tured  in February due to high water and resultant
poor sampling conditions, the distribution of fishes
was similar to that recorded in October. That is,
numbers of fish and species were relatively high
down to Stations 2 or 3 and much reduced below.
                                             12-1

-------
Table 12-1.    Numbers of Fish Collected From Five Mile Creek, Birmingham, Alabama, October 1983

                                                                  Sampling Station
Species
Stoneroller
Creek chub
Striped shiner
Blacktail shiner
Bullhead minnow
Alabama hog sucker
Black redhorse
Channel catfish
Blackspotted topminnow
Mosquitofish
Spotted bass
Largemouth bass
Green sunfish
Longear sunfish
Bluegill
Hybrid sunfish
Sunfish sp.
Banded sculpin
Total number of fish
Total fish species
1
716
8
29


32
3



8

88
8
1
1

125
1,019
10
2
525
5
2
1

19


1
1
2
2
15
1



72
646
12
3
27
6
3
3





16
1

25




1
82
8
567
6 14
2 11

1 16








22 13

1
7
1

1 46 47
1 4 4
8
5
5

4





1


6


1


22
5
9
1
2

10
11


1

8
2
1
5
22
1

2

66
11
100-
90-
80-
1 70-
PJ

-------
                      13. Plankton Community Survey, October 1983
Plankton were only collected  during  the October
1983 survey using a Wisconsin stream net with a
8Q-|o,m mesh net. The primary emphasis was to col-
lect zooplankton, but those algae collected were
enumerated. Measures of the  number of taxa and
individuals collected are used to determine alter-
ation in composition and/or density.

13.1  Community Structure

Rotifers were the dominant taxa and accounted for
the highest zooplankton concentrations taken at
Stations 5, 6, and  7  (Table E-28). Crustaceans oc-
curred at all stations except that only  nauplii were
found at Station 1  and were abundant only at Sta-
tion  6 with a total density of 6 organisms/liter.
Copepod nauplii were  the most abundant crus-
taceans. Both  rotifers and  crustaceans were least
abundant at Stations 1, 2, and 8. The number of
taxa ranged from six at Station 9 to 17 at Station 5
(Table 13-1).
Incidental algal components of the plankton com-
munity were also recorded. In the algal community,
only the noncolonial (solitary) diatoms were consis-
tently abundant at most stations with high densities
at Station 6 and the lowest density at Station 8
(Table E-28). The algae Pediastrum and  the
desmids were taken in low densities at all stations.
13.2  Evaluation of the Zooplankton Com-
      munity
Zooplankton abundance in low numbers at Stations
1 and 2 probably represents normal population lev-
els. However, the  substantial  density increase at
Station 5 is likely attributable  to enhanced condi-
tions  and represents  high population  levels for
zooplankton. The number of taxa at the most down-
stream station. Station 9, was significantly lower
(P ^ 0.05) than the maximum found at Station 5.
Table 13-1.    Zooplankton Taxa Present at Ambient Stations, Five Mile Creek, Birmingham, Alabama, October 1983
                    Station 1
                              Station 2
                                        Station 3
                                                  Station 5
                                                            Station 6
                                                                      Station 7
                                                                                Station 8
                                                                                           Station 9
       Taxs

CRUSTACEANS
 Cyclopoid copepod
 Bosmina longirostts
 Qxyuretla tsnntcardis
 Aiona guttata or
   A. reticulata
 Hoina micrura
 Streblocerus serricandatus
                  Rep. 1  Rep, 2  Rep. 1  Rep, 2  Rap. 1  Rep, 2 Rep. 1  Rap. 2 Rep. 1  Rep. 2 Rep. 1  Rep. 2 Rep. 1  Rep, 2  Rep. 1  Rep. 2
ROTIFERS
Bracnionus angularis
B, calyciflorus
8. urcsolarls
iuchlanis
Keliicottia longtspina
Kgralel/e sp.
Keratella cochiearis
var. 'hisplda
Macrochaelus sp.
Mytilina sp.
Platyas quadficornis
Tfichatria sp.
iepadetla sp.
Lecane sp.
Monastyta bulla
Proales sp.
Cephalodella sp.
Trichocsrca sp.
^scomorpha sp.
Asplanchna sp.
ftVmia sp.
Testvdinetla sp.
PhHodinidae
Total number of
taxa per station

X X
X

X X



X



X
X

X X

X
X



X


10

X


X X
X


X X
X


X
X X
X
X X

X X
X




X X

14

X


X



X



X
X
X
X

X
X

X


X



X


X



X




X
X
X

X
X




X

16

X
X
X
X





X


X

X

X
X




X



X
X

X
X


X









X
X
X




17

X
X

X



X




X

X

X
X



X
X



X
X

X



X






X

X
X




X

14

xxx
X

X X X X X X



X X


X

XXX X
X
X X X X
XX X
x x
X

X X


x x x x

14 8 6
Source: Tables E-29 and 6-30
                                               13-1

-------
                   14.  Comparison Between Laboratory Toxicity Tests
                             and Instream Biological Response
The comparison between toxicity measured in the
laboratory on a few species and the impact occur-
ring  in the stream  on whole communities must
compensate for a very limited database from which
to predict. The sensitivity of the test species relative
to that of species in the community is almost never
known and certainly not  in these effluent toxicity
tests. Therefore, when toxicity is found, there is no
method to  predict whether many  species in the
community, or just a few, will be adversely affected
at similar concentrations, since the sensitivity of the
species in the community is not known. For exam-
ple, at a given waste concentration, if the test spe-
cies has a toxic response and if the test species is
very sensitive, then  only those species in the com-
munity of equal or greater sensitivity would be ad-
versely affected. Conversely, if the test species is
tolerant of the waste, then many more species in
the community would be affected at the concentra-
tion which begins to cause toxic effects to the test
species. It is possible that no species In the commu-
nity is as sensitive as the  most sensitive test spe-
cies, but since there are so many species compos-
ing the community,  this is unlikely. It is more likely
that a number of species in the community will be
more sensitive than the test species. The highest
probability  is that the test species will be  near the
median sensitivity of organisms in the community
if the test species is chosen without knowledge of
its sensitivity (as was the case on Five Mile Creek).

In a special case, where toxicants remain the same
and the species composing the community remain
the same, the number of species in the community
having a sensitivity equal to or greater than the test
species also will remain the same. As a result, there
should be a consistent relationship between the de-
gree of toxicity as measured by the toxicity test and
the reduction in the  number of species in the com-
munity. In this special case, there should be a tight
correlation between  degree  of toxicity  and  the
number of species. If the toxic stress  is great
enough to diminish  the production of offspring by
a test species, it should also be severe enough to
diminish the reproduction of some species within
the community of equal or greater sensitivity. This
should ultimately lead to elimination of the more
sensitive species. Therefore,  a lower number of
taxa  should be a predictable response of the com-
munity. For example, there should be a relationship
between the  number of young per female Cerio-
daphnia or the growth of fathead minnows (or
other test species) and the number of species in the
community. Obviously, the test species must have
a sensitivity, such that at ambient concentrations to
which the community has responded, a partial ef-
fect is produced in the toxicity test. However, un-
less the special case described above exists, the
correlation between toxicity and species richness
will not be a tight one.
Effluents differ from single chemicals in some im-
portant  respects. We know from the literature on
single chemicals that there usually are large differ-
ences in the  relative sensitivity of species to  a
chemical and that the relative  sensitivity changes
with different chemicals. For example the fathead
may be  more sensitive to effluent A and Ceriodaph-
nia more sensitive to effluent B. We also know that
effluents vary in their compositon from time to time
and often within a few hours. We should not be
surprised therefore to  find fatheads being  more
sensitive to an effluent on one day and daphnids
more sensitive on another day.

Effluents begin changing in composition as soon as
they are discharged. Fate processes such as bacte-
rial decomposition, oxidation and many others
change  the composition. In addition various com-
ponents will change at different rates. For example
ammonia would be expected  to disappear more
rapidly than PCBs. If so, then the composition of the
effluent is ever changing as it  moves through the
receiving water. Note that this change is not just a
lessening concentration as a result of dilution but
also a change in the relative concentrations of the
components.  In reality the aquatic organisms at
some distance from the outfall are exposed to  a
different toxicant than those near the discharge
pont! Therefore it is logical to expect that some-
times one test species would be more sensitive to
the effluent as it is discharged and another species
more sensitive after fate processes begin altering
the effluent. To be sure the source of the effluent is
the same but  it is certainly  not the same "effluent"
in regard to its composition. If these statements are
true then one  should also expect that species in the
community in the receiving water will be affected at
one place near the discharge and a different group
                                             14-1

-------
of species will be affected from the same effluent at
another location.
Compound the above described considerations
with multiple discharges as well as inputs from trib-
utaries and non-point sources such as agricultural
run-off and leachate from landfills and one should
logically expect virtually a "random effect" on vari-
ous components of the community. Reference to
Table 14-2 illustrates well this response in Five Mile
Creek. The number of zooplankton taxa was most
reduced at Stations  1, 8 and 9. Benthic inverte-
brates were least affected at Stations 1 and 9. Fish
were nearly eliminated at Station 5. Only one spec-
imen of one species was captured yet Station 5 had
the highest number of zooplankton taxa of any sta-
tion sampled I The field data obtained are consis-
tent with the predicted  response described above.
So are the data from the toxicity tests. Again exam-
ine Table 14-2 which shows that in five of the eight
stations the responses of the Ceriodaphnia and fish
was essentially opposite.
An effluent cannot be viewed as just diluting as it
moves away from the outfall. In fact it is a "series of
new effluents" with elapsed flow time. If so, there
are important implications for interpretation of tox-
icity and community data. One should not expect
the various test species to  respond similarly to
water collected from various  ambient stations. We
should expect one species to be more sensitive at
one station and another species to be more sensi-
tive at the next. The affected components of the
community should vary in  a like manner.
An even bigger  implication is  that the surrogate
species  concept  is invalid  in such a situation. As
one examines the community data in this report, in
the Lima report (Mount et al.,  1984) and in the stud-
ies yet to be published, it is clear that there is no
consistent response of the community. Sometimes
the benthic invertebrates and the periphyton have
similar responses and both are different from  the
fish. Sometimes the fish and periphyton have simi-
lar responses and these are unlike the benthic in-
vertebrates.
The same is true of the test species. Sometimes the
Ceriodaphnia respond like the periphyton and other
times like the fish. In this study, the fathead minnow
response resembled the fish community  response
and the Ceriodaphnia the zooplankton but in other
studies such was not the case. The important point
is that a careful analyses of our knowledge of toxi-
cology, effluent decay, and relative sensitivity tells
us that we cannot expect:
  1. Ceriodaphnia toxicity to always resemble toxi-
    city to benthic invertebrates
  2. Fathead  minnow toxicity to always  resemble
    toxicity to fish
  3.  Fathead  minnows and fish to resemble each
     other in sensitivity or to display the same rela-
     tive sensitivity to different effluents.

Any test species should have a sensitivity represen-
tative of some components of the community. The
important distinction is that one never can be sure
which components they will represent.

In comparing toxicity test results to community re-
sponse, comparison must be made with the above
in mind. Certainly those community components
that are most sensitive will be most impacted and/
or lost. The response of the most sensitive test spe-
cies  should therefore be used  to compare to the
response of the most sensitive  of the community.

A weakness in using the number of species as the
measure of community  response is that species
may be severely affected yet not be  absent. The
density of various species is greatly influenced by
competition for available habitat, predation, graz-
ing,  and/or secondary effects  which may result
from changing species  composition. Density  is
more subject to confounding causes, other than di-
rect  toxicity, and is not as useful as the species
richness in the community to compare community
response to measured toxicity.

Several measures  of community  structure are
based  on  number  of species,  e.g., diversity and
community loss index. Since diversity  measures
are little affected by changes in  the number of spe-
cies  (or taxa) that are in very low densities in the
community, diversity is an insensitive measure for
some perturbations which can be measured by tox-
icity  tests. The community loss  index is based only
on the presence or absence of specific species rela-
tive  to a reference  station and would  be useful
except that habitat  differences between stations
heavily effect this measure. There are several prob-
lems when using the number of  (taxa) species mea-
sured. The foremost is that the mere  presence or
absence of species is not a comprehensive indica-
tor of community health, especially if the species
are ecologically unimportant.  Secondly, a toxic
stress  may not eliminate species but yet have a
severe effect on density; presence or absence does
not consider such partial reductions. The presence
or absence of species as the measure of community
impact is influenced by the chance occurrence of
one or a few  individuals due to either drift, immi-
gration, or  some catastrophic event when in fact
that species is not actually a part of the community
where it is found. Effects other than toxicity, such as
habitat, will always  confuse such comparisons to
toxicity data to some extent. They cannot be elimi-
nated.
The  October  study  of Five Mile  Creek  was con-
ducted after a period of stable river flow. River flow
                      14-2

-------
had been unstable during the February study be-
cause of heavy rainfall which preceded and contin-
ued during the sampling of Five Mile Creek. The
toxicity data from February are not useful because
the coke plants and the POTW were operating at
several times their design capacities. These efflu-
ents may have different toxicities at high flows and
such changes are dependent on whether removal
efficiencies or dilution were more important in de-
termining the concentration of toxicants in the ef-
fluents. A necessary criteria to complete the valida-
tion of-toxicity tests is that the exposure in the tests
must approximate the one the stream community
receives. During the field sampling, the community
sampled was the result of the past several months
to years of exposure. The effluent being tested dur-
ing the study, because of rain, would  not  be ex-
pected to be like that to which the community has
been exposed for most of the time, therefore one
would not expect the effluent test data to correlate
well with the community data. In addition, while the
instream biological community may not have been
changed substantially by the high flows, the sam-
pling effectiveness did change.  For these reasons,
the February data for Five Mile Creek have not been
used for this comparison although they have been
presented in this report.

14.1  Prediction of Instream Community
      Impacts Based on Effluent Dilution
      Test Results

Table 14-1 lists the AEC for each effluent. The AEC
is based on the most sensitive endpoint of the most
sensitive species. It is calculated as the geometric
mean of the highest concentration not causing a
significant effect and the lowest concentration pro-
ducing the effect. Table 14-1 also contains the aver-
age effluent concentrations for each ambient sta-
tion during the toxicity testing period. The average
concentration was selected because the organisms
in the  tests were exposed to a new and  different
sample for each day of the seven-day exposure pe-
riod. Since concentrations did vary due to stream
and effluent flow changes, the average would seem
to be most valid for chronic effects. If the commu-

Table 14-1,   The Lowest Acceptable Effluent Concentration
            (AEC) and the Average Instream Waste Con-
            centration  (IWC) for Three Effluents at Six
            Stations on Five Mile Creek
                        IWC percent for Station:
Effluent
Coke Plant 1
Coke Plant 2
POTW
AEC
(percent)
1.7
17.3
55
3567
2.3 1.7 1.7 1.0
21.7 20.8 13
- - - 33.8
8 9
1.0 0.9
12.8 11.5
33.3 29.9
Source:  Tables 5-8 and 7-2
nity is limited by short, high level exposures, then
averages are not appropriate.

The effluent dilution tests  predict  impact at Sta-
tions 3,  5 and  6. That is, the AEC  is exceeded at
these stations. Table 14-2 shows that an increase in
toxicity of 26% or more was found at these stations
in the ambient tests. Since the IWCs do not exceed
the AECs by very much,  high toxicity would not be
expected. Thus the ambient tests confirm the  re-
sults of  the effluent dilution tests. The reasons for
using the most sensitive species response and why
the most sensitive species  may change  from one
station to the next are discussed earlier in this sec-
tion. Since the effluents were diluted with water
containing all upstream effluents any interactive ef-
fects such as additivity, are already  incorporated
into the measurement of the AEC.

14.2 Prediction of Instream Community
      Impacts Based on Ambient Toxicity
      Test  Results

The three effluents tested  in this study  were cer-
tainly not the only potential sources of toxicity.
There were  old strip mines in the  watershed that
drained into Five Mile Creek through small streams
not shown on Figure 2-1. A portion of the study area
contained numerous industries which had no per-
mit to discharge directly but could  contribute con-
taminants through runoff  water or spillage. For
these reasons, no one station could be considered
unimpacted for use as a  reference station. An alter-
native was to select as  the reference station, the
one with the least toxicity and impact. A glance at
Table 14-2 reveals that, as discussed above, the
least toxicity/impact occurred at different stations
for different species. Therefore a decision was
made to use different reference stations  for differ-
ent measures or species. One then  gets a measure
of relative toxicity and not of absolute toxicity.
There is no intent to imply that there is no impact,
just that the impact was least compared to the other
stations. The reference station was used to calcu-
late the  impact at other stations as a percent of the
reference station. These values are  shown in Table
14-2. Those values that were significantly different
using ANQVA, Tukey's test, X2 test, and  Dunnett's
test are  indicated. The statistical analyses were not
intended to identify trends. Thus these analyses do
not address the trend in the benthic macroinverte-
brate data which shows  no  impact at Station 1, im-
pact at  Stations 2, 3, and 5, and then little or  no
impact at Station 6,7,8, and 9. While Stations 3 and
5 are located below one or both of the coke plant
outfalls, Station 2 is not. Therefore, the  impact of
Stations 3 and 5 cannot  be  attributed solely to the
coke plant's discharges.  The observed trend of the
benthic  invertebrate data might be expected if a
                                                                     14-3

-------
Table 14-2.   Percent Increase in Degree of Toxicity and Percent Reduction in Number of Taxa for the Instream Biological
           Community'1'
Station
1
2
3
5
6
7
8
9
Ceriodaphnia
Young Production
BOlW
49
44'W
37>
37'"
Fathead
Minnow Weight
18
0
12
60
26
19
7
4
Zooplankton
Taxa
41
18
6
0
18
18
53
65"»
Benthic
Maeroinvertebrate
Taxa
0
58<»'
46(W
62!W
8
15
31
4
Fish
Taxa
17
0
34
92*1
67""
67
-------
Table 14-3.
Station
Comparison of Ambient Toxicity Test Results and Instream Biological Impact at Four Levels of Percent
Differ en ce!al
    Ceriodaphnia
       Young
     Production
    Fathead
Minnow Growth
Zooplankton
   Taxa
     Benthic
Macroinvertebrate
      Taxa
Fish
TilXil
                                              20 percent difference

                                             0                    f
                                             0                    0
                                             0                    0
                                             +                    0
                                             +                    0
                                             0                    0
                                             0                    I
                                             0                    t

                                              40 percent difference

                                             0                    i
                                             0                    0
                                             0                    0
                                             +                    0
                                             0                    0
                                             0                    0
                                             0                    »
                                             0                    t

                                              60 percent difference

                                             0                    0
                                             0                    0
                                             0                    0
                                              l                    0
                                             0                    0
                                             0                    0
                                             0                    0
                                             0                    i

                                              80 percent difference
la) t indicates a difference • the indicated level of percent difference.
  0 indicates a difference - the indicated level of percent difference.

Source: Table 14-2.
1
2
3
5
6
7
8
9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Table 14-4.    Percent of Correctly Predicted Impacted
             Stations Using Four Levels of Defined Impact

Laboratory
Toxicity Data
20 percent
40 percent
60 percent
80 percent
Combined Instream Biological
20
Percent
87.5
50
25
0
40
Percent
87.5
50
25
0
60
Percent
50
25
62.5
37.5
Data
80
Percent
25
62.5
87.5
87.5
                                            The need to measure toxicity using more than one
                                            species and the need to measure more than one
                                            component of the community for comparison is il-
                                            lustrated by the data. Importantly, the responses in
                                            the toxicity tests and by the community fit the ex-
                                            pected pattern based on our present understanding
                                            of toxicology and  relative sensitivity.
tests predicted it would occur. Ambient toxicity was
found at other stations as well. This is not surpris-
ing in view of other potential sources of  toxicity.
                                                                              14-5

-------
                                         References
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  Water Works Association, and Water  Pollution
  Control Federation. 1981. Standard Methods for
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  Edition. APHA, Washington, D.C. 1,134 pp.

Courtemanch,  D. 1978. Main Department of Envi-
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Douglas, B. 1958. The ecology of the attached di-
  atoms and other algae in a stony stream. J. Ecol.
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Ecological Analysts, Inc. 1983.  Effluent Configura-
  tion Studies and Instream Community Response
  to  Multiple Industrial Discharges on the Ottawa
  River, Ohio. Report to U.S. EPA, Washington, D.C.
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Environmental Protection Agency. 1973, Biological
  Field and Laboratory Methods for Measuring the
  Quality of Surface Waters and Effluents. U.S. EPA
  Report No. 670/4-73-001.

Environmental Protection Agency, Region IV. 1978,
  Biological and Chemical Study on Oppossum,
  Valley, Village,  and Five Mile  Creeks,  Birming-
  ham, Ala. Internal report, 64 pp. with Appendixes.

Hamilton, M.A. 1984. Statistical Analysis  of the
  Seven-Day Ceriodaphnia reticulata Reproductive
  Toxicity Test. Final Contract Report to ERL-
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Hamilton, M.A., R.C.  Russo,  and R.V. Thurston.
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  bioassays. Environ. Science Technol.  (11):714-
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Hynes,  H.B.N. 1972. The Ecology of  Running
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  PP-
Lowe, R.L. 1974. Environmental Requirements and
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Mount, D.I., N.A. Thomas, T.J. Norberg, M.T.
  Barbour, T.H. Roush, and W.F. Brandes. 1984. Ef-
  fluent and Ambient Toxicity Testing and Instream
  Community Response on the Ottawa River, Lima,
  Ohio. EPA 600/3-84-080.
Norberg, T.J. and D.I. Mount. 1985. A new fathead
  minnow (Pimephales promelas) subchronic toxi-
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Palmer, C.M. 1977. Algae and Water Pollution. U.S.
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Pflieger, W.L. 1975. The Fishes  of Missouri. Mis-
  souri Dept. of Conservation. 343 pp.

Roback, S.S., J. Cairns, Jr., and R.L. Kaesler. 1969.
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Round, F.E. 1964. The ecology of benthic algae, in
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Steel, G.R. and J.H. Torrie. 1960. Principles and Pro-
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                                             R-1

-------
                                        Appendix A
                          Toxicity Test and Analytical Methods
A.1  Toxicity Test Methods, February
     1983

For the effluent dilution tests, stream water was
collected as a grab sample from just upstream of
each outfall in the morning of the day it was used.
The well water was hauled to the site and one batch
was used for all tests. The effluent was collected as
a 24-hour composite sample by continuously
pumping a small flow  from the discharge flow.
Each composite was begun between 0800 and 1000
hours. Samples  were not flow proportional be-
cause discharge flows varied due to rainfall.

The ambient samples were collected as a daily grab
sample from the stations listed in Chapter 3. In ad-
dition, dilution water for Coke Plant  1 was collected
just above a low  dam at the discharge site.

Stream and effluent samples were warmed to 25°C
on a gas burner in aluminum pans and then, after
dilutions were made, the samples were aerated in
4-liter beakers until dissolved oxygen (DO) was re-
duced to saturation. Ambient toxicity samples were
treated in the same manner. All samples were su-
persaturated with respect to DO when  solutions
were made.

The various concentrations were made by measur-
ing effluent and  stream  water using graduated
cylinders of various sizes and mixing each concen-
tration in 4-liter glass beakers. Two liters of each
concentration were made; 160 ml were used for the
Ceriodaphnia tests and the remainder was used for
fathead minnow tests.

No chemical measurements for specific chemicals
were performed.  Routine water chemistry such as
DO and pH were measured initially in  the  2-liter
solutions, while still in the 4-liter beaker. DO and pH
were also measured just before changing test solu-
tions to determine the final values as well.

Test solutions were changed daily so that in the ED
tests, the fish and Ceriodaphnia were exposed to a
new 24-hour composite effluent sample each day,
which was made up in a new daily  grab sample of
receiving water. For the ambient toxicity test, the
Ceriodaphnia and fathead minnows were placed in
a new daily grab sample each day. The controls for
each of the ED tests in receiving water were in the
same water as the animals in the ambient toxicity
tests for Stations 2A, 3, and 6.

For the fathead minnow larval tests, a chamber 30-
x 15- x 10-cm deep was made and divided by three
glass partitions which  resulted  in  four compart-
ments, 13- x 7,6-  x 10-cm deep.  The partitions
stopped 2.5 cm short of one side of the chamber
and a piece of stainless steel screen was glued from
one chamber end to the other and across the ends
of each compartment. This left a narrow sump 2.5-
x 30- x 10-cm deep along one side of the chamber
to which each of the four compartments was con-
nected by  its screen end. In this way, the compart-
ments could be filled and  drained by adding to or
removing  water from  the sump, without violent
agitation of the fish in the compartments. This de-
sign allowed four replicates for each concentration.
These are  not true replicates in the  pure statistical
sense because there was  a water connection  be-
tween compartments; however, there was virtually
no water  movement between compartments  as
judged by  DO measurements where in some cases,
there were measurable DO differences between
compartments. When the compartments were
filled or drained, some water would mix into other
chambers.

Each day the compartments were siphoned using a
rubber "foot" on a glass tube  to remove uneaten
brine shrimp. Additional test solution was removed
from the sump until about 500 ml remained  in the
four  compartments  combined. This amounted to
about 1 cm of depth. Then approximately 2,000  ml
of new test solution was  added slowly  into  the
sump. The larval fish were easily able to maintain
their position against the current during filling.

Each  day  0.1  ml of newly hatched brine shrimp
were fed three times. Live brine shrimp were avail-
able  during the entire daylight period of 16 hours.
Fluorescent lights  were mounted over  the test
chambers  and were operated by  a timer.

Fish survival was counted daily and at the end of
the test, the fish were counted and preserved in
4 percent formalin.  Upon return to the home labo-
ratory, they were rinsed in distilled  water, oven
dried at 98°C for 18  hours,  and weighed on an ana-
lytical balance.  Fish were assigned  to compart-
                                            A-1

-------
merits one or two at a time in sequential order.
They were less than 24-hours hatched at the test
beginning and were obtained from the Newtown
Fish Toxicology  Laboratory culture unit. This
method is described in more detail in Norberg and
Mount (1985).

Brood animals were not acclimated to the site
water but were kept in ERL-D culture water. The
Ceriodaphnia from the Duluth culture  were placed
one animal to each of ten 30-ml beakers for each
concentration or sample tested. Each treatment re-
ceived one animal before any treatment received a
second animal. Fifteen ml of test water was placed
in each beaker and a newly born Ceriodaphnia, less
than 6 hours old, was used. One drop of yeast con-
taining 250 [ig was added daily. Each day, the ani-
mal was moved to a new 15-ml volume with an eye
dropper and yeast again added. When  young were
present, they were counted and discarded. Males
were readily identified by their smaller size, differ-
ent shape and rapid swimming. Temperatures were
maintained at 24-26°C. For the Ceriodaphnia tests,
the same concentration  and change schedules
were used as described for the fathead minnows.
For the ambient toxicity tests, 10 animals were used
for each station and a new sample was used daily.
The culture procedures and test method are delin-
eated in Mount and Norberg (1984).

Light was kept very dim to avoid algal growth and
to keep conditions comparable to those used for
culturing at Duluth. The high bacterial content of
the water and waste samples increased available
food and where toxicity was not present, better
young production was obtained than where  the
only food was the yeast as was the case for the tests
using well water for dilution.

The data on the four group dry weights for each
treatment are statistically analyzed in the following
manner. Even though the four compartments were
connected, the assumption is made that they  be-
have as replicates. The analysis assumes the vari-
ability in mean treatment response is inversely pro-
portional to the number of measurements (or fish)
In the treatment. The analysis is performed using
MINITAB (copyright Pennsylvania State University
1982)  by estimating a t-statistic for comparing
mean treatment  and control responses using
weighted regression with weights equal  to  the
number of measurements in the treatments. The
t-statistic is then compared to the critical t-statistic
for the standard Dunnett's test (Steel and Torrie
1960). The survival data is arcsine transformed (a
variance stabilizing transformation) prior to the re-
gression analysis.

The statistical analysis of the Ceriodaphnia results
were performed using the procedure described by
Hamilton (1984) as modified by John Rodgers (per-
sonal communication). The effluent toxicity is ana-
lyzed to obtain the mean number of young per fe-
male (all data  method) and the  mean survival. A
Dunnett's t-test is then done to compare each treat-
ment to the control to identify  significant differ-
ences.  For the ambient station  data, a  matrix is
made to provide comparisons of any station to any
other station using  Tukey's Honestly Significant
Difference Test,

A.2 Toxicity Test Methods, October 1983

All  procedures were the same as for the February
study with these exceptions:

  1. Coke Plants 1 and 2 were operating at about 30
     and 50  percent capacity, respectively.

  2. Ambient water temperatures were near test
     temperatures and required essentially no
     heating. Effluent temperatures were a few de-
     grees cooler and slight heating was needed.
     Aeration of the test solutions was not neces-
     sary to  reduce supersaturation.

  3. All three effluents were tested in dilution
     water taken immediately upstream from each
     outfall.

  4. All testing of Ceriodaphnia was done using
     hard, clear plastic cups instead of 30-ml glass
     beakers. These cups were not washed but dis-
     carded  when test solutions were changed.

  5. A more downstream station (9) was added be-
     low Station  8f Station 9 was located at Little-
     ton Cutoff Road. In addition an ambient toxic-
     ity station was established at  the  mouth of
     Black Creek (Station B2). Three stations were
     added—one on each of the three main head-
     water tributaries of Five Mile Creek. They are
     designated Barton Branch  (B1), Tarrant
     Branch  (T1), and the headwater of Five Mile
     Creek (FO).

  6. Composite samples were taken at all ambient
     stations except the three headwater stations.
     Commercially available battery-powered,
     peristaltic samplers were used which sampled
     every 15 minutes.

  7. A set of acute  tests  were made to measure
     variability of acute toxicity on Coke Plant 2. For
     this aspect, a second sampler was used and a
     discrete sample was taken each hour. After 24
     samples were collected, five animals less than
     24 hours old were put in each of two duplicate
     15-ml volumes of 100 percent  effluent,  and
     mortality was counted at 1,  2, 4, 8, 24, and 48
     hours  later. Four sets of 24 samples were
     tested.
                      A-2

-------
 8. Concentrations of effluents tested were 100,
   30, 10, 3, and 1 percent.

 9. Polyethylene beakers and cylinders were used
   for mixing effluents.

10. Ceriodaphnia were from cultures at Athens
   EPA Laboratory and the University of Wyo-
   ming,  Laramie.  These cultures were  subse-
   quently identified as  Ceriodaphnia dubia by
   Dr. Dorothy Bemer of Temple University, Pa.
                                                                    A-3

-------
                                         Appendix B
                      Hydrological Sampling and Analytical Methods
B.1  Flow Measurements

Flow measurements were made at the biological
stations during 7-11 February 1983 and 4-10 Octo-
ber 1983. During February, a Model 665 Teledyne
Gurley flowmeter was used and during October a
Teledyne Gurley  Pygmy flowmeter  was used.
When depths were less than 0.75 m, velocities were
recorded at a  depth of 0.6 of the water column.
When depths were >0,75 m, a velocity measure-
ment was  recorded at 0.2 and 0,8 of the water
column, and the average  of the two readings was
used in the subsequent flow calculation. A mini-
mum of 10 velocity measurements were made
along a transect at each station unless fewer mea-
surements  were warranted by the width.  A dis-
charge was calculated for each velocity measure-
ment by multiplying the  velocity  times the
cross-sectional area associated with the segment.
The total flow  through the transect is the summa-
tion of the  flows through  each segment along the
transect.

The  7-day  average flows were calculated from
Table 7-1 by interpolating between days and be-
tween stations in order to  simulate a complete data
set. The resulting values were adjusted if necessary
so that the flow at each station was greater or equal
to the  sum of the next upstream station  and an
intervening outfall  if present.

B.2  Time-of-Travel Study

On 8 February 1983, 150  g of 20 percent solution
Rhodamine WT dye was released in the Coke
Plant 1  effluent prior to its point of discharge into
Five Mile Creek. The passage of the dye was moni-
tored at four stations located 580,1,158,1,880, and
3,140 m downstream from the point of release. At
the first three stations, grab samples were collected
in 200-ml plastic bottles. At the 3,140-m station, a
Turner Designs fluorometer was set up in the flow-
through mode  and readings were recorded manu-
ally. The sampling interval was initially 2-5 minutes
at each station and decreased to 1 minute as the
main dye mass approached.

Grab samples were processed in a Turner Designs
fluorometer set in  the discrete sample mode. All
fluorometers used had been calibrated prior to the
study over a range of 0-214 ppb dye and the calibra-
tion was checked when used in the discrete sample
mode with standard dye solutions. Fluorometer
data were converted to dye concentration, C(ppb),
using the relationship:

  C(ppb) = SR exp[0.027(T - Tc)]   (Equation B-1)

where

   S = slope from the calibration regression for the
      appropriate fluorometer scale

   R = fluorometer reading

   T = temperature of the grab sample at the time it
      was processed

  Tc = reference temperature from instrument cali-
      bration

This relationship includes a correction factor for the
temperature dependence of fluorescence. In Febru-
ary a 20°C  reference temperature was used,
whereas in October a 25°C reference temperature
was used. At each station the dye concentration
data was plotted against time. The arrival time of
the average water particle at each station was taken
at the center of mass of the dye distribution.  From
the intervening times and distances, an average ve-
locity was calculated between each station.

The center of mass of the dye distribution at the
four stations was calculated. To calculate the center
of mass of the dye distribution at the second and
third stations, the shape of the tail of the distribu-
tion had to be estimated. The tails were estimated
visually from Figure  6-1. The center of mass was
calculated by numerically integrating the areas
under the 4 curves in Figure 6-1.

B.3 Effluent Configuration Studies

Effluent configuration studies were conducted at
Coke Plant 1 in February 1983 and at Coke Plants 1
and 2 and the  POTW in October 1983. Dye  was
injected continuously for approximately 24 hours at
each site to establish an equilibrium between the
injection-point dye concentration and the down-
stream dye distribution. On the second day of each
study, water samples were collected at 12 transects
extending from 30 m above to approximately 1,500
m below the point of discharge. The transect loca-
tions with respect to the three discharges are tabu-
                                             B-1

-------
lated in Table B-1, The ratio of the dye concentra-
tion at the point  of  discharge to the dye
concentration in the water samples collected at the
downstream transects represents the dilution un-
dergone by the effluent.  By conducting the studies
from the downstream to the upstream site, contam-
ination of dye from one study to the next is avoided.

Rhodamine WT dye was injected at each site by a
Fluid Metering, Inc. precision metering pump. The
injection system was placed at a sufficient distance
from the river to allow complete mixing of the dye
and effluent prior to the point of discharge. The
weight of the dye container was periodically
recorded to monitor the dye injection rate. The Rho-
damine WT dye used in the study will decay in the
presence of chlorine. Sodium thiosulfate, Na2S203,
reduces the chlorine to chloride when present in a
concentration approximately six times as great as
the chlorine level. At the POTW, a second precision
metering pump injected an appropriate solution of
Na2S203.  The line from the  dye was inserted
through the  side  wall of the larger  line from the
Na2S203 such that both solutions were injected at
the same point.

A flow-through Turner Designs fluorometer was set
up where the discharge enters the river to provide
a continuous record  of  discharge dye concentra-
tion. The fluorometer reading was recorded on an
Esterline Angus data logger at 5-minute intervals.
The temperature  at the  discharge was measured
using a YSl probe and was also recorded because
the fluorometer reading is temperature-dependent.
Table B-1.   Transact Locations Used During the Dye Studies
           at Three Sites on Five Mile Creek, February and
           October 1983

                  Distance (m) Downstream of Site
Transect
TO
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
POTW
-30
0
15
30
76
137
213
305
457
762
1,067
1,524
Coke
Plant 2
-30
0
15
30
76
137
213
305
457
731
1,067
1,524
Coke
Plant 1
-20
0
15
30
76
137
213
305
457
762
1,067
1,524
At Coke Plant 1, the effluent coated the inside of the
fluorometer flow cell during the February study,
rendering the data obtained after the first few hours
useless. As a result, a fluorometer was not installed
in October at Coke Plant 1. At Coke Plant 2, the point
of discharge is not secured and at the POTW the
discharge is located above the water surface with
no suitable point to sample continuously at the end
of the pipe. Consequently, the discharge dye con-
centrations during the three October studies were
monitored by taking daily  grab samples. These
samples were compared to predicted discharge dye
concentrations  based upon dye injection rate and
reported plant flow.

During the instream  survey on the second day of
dye injection, water samples were collected in 200-
ml bottles. A sample was taken and the water depth
recorded every 3.0 m across the transect, except
near a discharge or at a narrow transect where a
1.5-m interval was used for greater resolution, A
manual sampler was  set to take the water samples
0.2 m from the bottom. When the depth was less
than 0.25 m, the sample was taken at middepth. If
the water depth was  greater than 0.5 m, a second
sample was taken 0.1 m from the surface.

Water samples were processed on the same day of
the instream survey  using a  Turner Designs fluo-
rometer in the discrete sample mode. The fluorom-
eter calibration was checked with field  standards
each day it was used. The fluorometer data was
converted  to dye concentration, C(ppb), using
Equation B-1. The reference temperatures for the
fluorometer calibration were 20°C in February and
25°C in October.

The background levels (equivalent dye concentra-
tion fluorescence) measured  upstream of the dis-
charge and in the effluent prior to  dye injection
were flow-weighted  to determine  a  background
level which was subtracted from the instream data.
In a similar fashion, the fluorometer readings from
the discharge data logger were reduced every 30
minutes for the duration of the study.

At the time of each of the four dye studies, a dye
integrity study was performed. Rhodamine WT dye
was added to effluent in order to make 50-ppb dye
solutions. The effluent solution for the POTW also
contained sodium thiosulfate. Each  solution  was
measured in the fluorometer  immediately after
mixing and  periodically for several hours. No no-
ticeable decay was observed at the POTW or Coke
Plant 2 during October.

At Coke Plant 1, both  dye integrity studies resulted
in fluorometer readings which were approximately
50 percent of the expected value. On 12  and 13
February, a dye integrity study was performed by
making  a 50-ppb dye solution using an effluent
                      B-2

-------
sample and an upstream river sample. Each of the    g/kg solution of Rhodamine WT dye was injected at
two solutions were measured six times during a    an average rate of 5.48 g/min.
24-hour period. Although the two solutions were
stable over the 24-hour period,  effluent measure-
ments were only 48 percent of the expected 50-ppb
value, whereas the upstream measurements gave
the expected results. The integrity test  was re-
peated in EA's laboratory on 7 March for the efflu-
ent sample by making a new 50-ppb solution; the
measured concentration was 52  percent of the ex-
pected value.

It was determined that the reduced readings were
caused by the high color  content of the effluent
blocking the passage of light through the sample in
the fluorometer chamber rather  than actual physi-
cal decay of the dye  present.  Further analysis
showed that the percentage reduction in fluorome-
ter reading was linearly proportional to the fraction
of effluent in the sample, i.e., a 100 percent effluent
sample gives a 50 percent reduction in dye reading,
a 50 percent efluent sample a 25  percent reduction,
and a 1 percent effluent sample a 0.5 percent reduc-
tion. Although the discharge fluorometer would
only record 50 percent of the actual amount of the
dye present, the instream samples, which for all but
one value represented as dilution of effluent with
river water of greater than 1:100,  would have a neg-
ligible (<0.5 percent) correction due to the  initial
effluent color.

At Coke Plant  1  in the  February study, a 20 g/kg
solution of Rhodamine  WT dye was injected from
1500 hours on 8 February to 1600 hours on 9 Febru-
ary, The average injection  rate during this period
was 7.24 g/min. At the POTW, the injection of a 200
g/kg Rhodamine WT dye solution started at 1025
hours on 3 October and continued until 1340 hours
on 4 October. During this period the average dye
injection rate was 5.27 g/min. A 400 g/liter solution
of Na2S2O3 was also injected at the same point at a
rate of 200 ml/min. The Na2S2O3 injection rate is
equivalent to a 4.9 ppm concentration  in a dis-
charge flow of 0.27 m3/sec which would protect the
dye from a chlorine residual of 0.8 ppm.

At Coke Plant 2, a 200 g/kg solution of Rhodamine
WT dye was injected from  1020 hours on 5 Octoer
to 1420 hours on 6 October. The average injection
rate during this  period was  2.76 g/min. The dye
weight data  indicates that the injection rate  may
have decreased from 3.02 to 2.50 g/min during the
study.

At Coke Plant 1, the dye  injection was  initially
started on 7 October at 1000 hours. At some time
during that night,  the  dye injection system was
turned off by an unknown person. The system was
restarted on 8 October at 1530 hours. Between the
restart time and  1150 hours on  9 October, a 13.9

                                                                     8-3

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                                        Appendix C
                       Biological Sampling and Analytical Methods
C.1  Periphyton Methods

Natural substrates (rocks) in Five Mile Creek were
sampled quantitatively using an epilithic algal bar-
clamp sampler. Station 11, located at Black Creek,
had insufficient rock habitat for similar quantitative
sampling, so scrapings were taken from wood sub-
strates (stationary log and wooden board). All other
samples were taken  from  the lower end of riffle
areas and runs located at each  station. Suitable
substrate also was lacking at Station 1, so a quanti-
tative sample was collected for identification and
abundance estimates. Three replicate samples
were taken at each station for chlorophyll a and
biomass  measurements. A volumetrically mea-
sured aliquot was  removed  from these samples
and filtered using 0.45-jjum filters. These filters were
stored with desiccant in an ice chest to await labo-
ratory analysis for chlorophyll a. The remainder of
each sample was stored in a 120-ml glass jar on ice
to await laboratory analysis for biomass. One sam-
ple consisting of a composite of two bar-clamp col-
lections was taken from each station for cursory
identification (genus level) and  abundance esti-
mates. These  samples were  preserved  in M3
preservative to await analysis.

Ash-free  dry weights (AFDW) and chlorophyll a
were analyzed in the laboratory.  For AFDW, sam-
ples were dried at 105°C to a constant weight and
ashed at 5QO°C. Distilled water then was added to
replace the water of  hydration lost from clay and
other minerals. Samples were redried at 105°C be-
fore final weighing, and standing crop  (biomass)
was expressed  in grams per square  meter  (g/m2).
Filters for chlorophyll a analysis were macerated in
a 90 percent acetone solution, centrifuged, and an-
alyzed spectrophotometrically.  A chlorophyll a
standard (Sigma Chemicals) extracted in a 90 per-
cent acetone solution was used for instrument cali-
bration. Chlorophyll a standing crop was expressed
as milligrams  per square meter (mg/m2). The
biomass and chlorophyll a data were used to calcu-
late the Autotrophic Index (Weber 1973), which in-
dicates the relative proportion of heterotrophic and
autotrophic (photosynthetic) components in the pe-
riphyton. The biomass and chlorophyll a data were
also statistically tested by analysis of variance
(Steel and Torrie 1980)  and multiple comparison
tests to detect significant (P s 0.05) differences be-
tween sampling locations.

Each  sample for  identification and enumeration
was mixed for 30 seconds in a blender to disrupt
algal  clumps,and sample volume, then was in-
creased to 100 or 250 ml depending on the quantity
of material present. Ten percent of each thoroughly
mixed sample  was removed  to prepare Hyrax
slides, which were examined at 1,250X magnifica-
tion to confirm the identity of diatoms encountered
during the quantitative analyses. Large quantities
of sediment and detritus in the sample from Sta-
tion 6 required dilution to an effective sample vol-
ume of 2,500 ml before further analysis. A 0,2-ml
aliquot from each quantitative sample was placed
in a settling chamber  designed for  use on an in-
verted microscope. The chamber then was filled
with de-ionized  water, and periphytic forms were
allowed to settle to the bottom of the chamber for
24 hours. Samples were examined at 1,OOOX mag-
nification with an  inverted microscope, and algae
were identified to  genus. For each sample, one to
five diameters of the counting chamber were exam-
ined, and algae containing protoplasm were enu-
merated as units. These units were cells except for
genera of filamentous blue-green algae and the
very large  green  alga Cladophora, which were
counted in 10-(ji,m  units of length. The actual num-
ber of  units identified and counted in each sample
ranged from 68  to 863 but was greater than 350 in
all but one sample. Periphyton abundance was ex-
pressed as number units per  square millimeter
(units/mm2),  and  taxa diversity and equitability
were calculated from raw counts by U.S. EPA meth-
ods (EPA 1973).

The chlorophyll a and biomass replicate data for
each station were  analyzed quantitatively by using
one-way analysis  of variance (ANOVA). A  Tukey's
Studentized Range Test was performed when a sig-
nificant station effect was obtained from the
ANOVA.  Analyses were conducted using SAS
PROC GLM.

C.2 Benthic Methods

C.2.1  Benthic Methods, February 1983
Benthic samples were collected from the riffle habi-
tat at nine stations. Three  replicate samples were
                                             C-1

-------
collected from each of the two habitats at each sta-
tion. A Hess sampler (881 cm2) with 500-p.m mesh
was used to sample the benthos in the riffle habitat
Samples were preserved in 10 percent buffered for-
malin and returned to the laboratory for analysis.
Emphasis on the riffle habitat  was believed suffi-
cient to detect effects and discern recovery.

Water quality measurements consisting of temper-
ature, dissolved oxygen, pH, and conductivity were
taken at every station. These data are discussed in
Chapter 3.

Samples were sorted with the aid of a Wild  M-5
dissecting microscope. Organisms were sorted into
major taxonomic categories and preserved in 80
percent alcohol to await identification; organisms
were identified to the lowest practical taxon using
appropriate keys and references. Oligochaetes and
ehironomfd larvae were mounted on  microslides
prior to identification.

C.2.2 Benthic Methods,  October 1983
Triplicate benthic invertebrate samples were ob-
tained  at quarter points on a transect across the
stream in a riffle area with  a  Hess sampler with
500-nm mesh. A hand-held net with the same mesh
was used for qualitative sampling in additional
habitats.

Benthic invertebrate samples were  picked  after
sugar floatation and identified to the lowest conve-
nient taxon, usually genus.

C.2.3 Analytical Methods
A one-way ANOVA was used to test for differences
in abundance of key taxa among stations. The data
were natural log-transformed to ensure  a normal
distribution and equal variances at all stations. A
Tukey's  Studentized Range Test was performed
when a significant station effect was obtained from
the ANOVA. Analyses were conducted using SAS
PROC GLM,

C.3 Fish Survey Methods

C.S.I Fish Survey Methods, February 1983
Fish collections were made in premeasured  sec-
tions of the stream at each of the nine  Five  Mile
Creek biological sampling stations. Each sampling
area contained pool  and riffle habitats with inter-
connecting runs, although in widely varying  pro-
portions (Table C-1).  Two sections at selected sta-
tions were fished when habitat permitted to obtain
a more complete representation of the community.

Fish collections were conducted using a Coffelt
WP-2C electrofisher. This specific gear consisted of
two hand-held positive electrodes and  negative
electrode attached to a  small pram which carried
Table C-1.
Station
Station Lengths and Pool, Run, and Riffle
Proportions for Fish Survey,  Birmingham,
Alabama, February 1983
                              Proportion (%)
Length (m)
Pool
Run
Riffle
la(a)
1bl»>
2a<»>
2b<»>
3
4
5
6
7
Sa^l
8b<<"
B2
100
100
100
100
120
120
120
120
120
120
83
120
5
5
30
10
5
0
20
10
10
15
5
85
45
65
40
70
70
75
80
40
90
85
95
10
50
30
20
20
25
25
0
50
0
0
0
5
(3)
 'a and b refer to subareas of stations sampled.
the generator and shocking box. Each section of the
stream was fished from bank-to-bank in an up-
stream direction. Fish were held in  buckets of
stream water until an entire section was completed.
Captured fishes were identified and counted. Only
those fish of questionable identity and  requiring
further examination were preserved and returned
to the laboratory. All other fish were released alive.
Water temperature, dissolved oxygen, specific con-
ductance, and pH were measured during fish col-
lections at  each station. A Hydrolab Model  4041
was used for all measurements. These data are dis-
cussed in Chapter 3.

C.3.2 Fish Survey Methods, October 1983
Fish  collections were made  in premeasured sec-
tions  of the stream at each of the nine  Five Mile
Creek and  two tributary biological sampling sta-
tions. All fish sampling stations were 90 m long and
included  a  portion of both riffle and pool habitat
(Table C-2).

Most fish collections were made with a Coffelt WP-
2C electroshocker operated out of a towed prarn.
Pulsed direct current was generated through two,
hand-held  positive electrodes. At the Five Mile
Creek headwater station (FO) and the tributaries,
Tarrant Spring Branch (T1) and Barton Branch (B1),
a Coffelt BP1C backpack electrofisher was  used
with  one positive and one negative  probe.  Each
section of stream was fished from bank-to-bank in
the upstream direction. Captured fishes were held
in buckets of stream  water until an entire section
was completed, and then they were identified and
counted.  Only those  fish of questionable identity
and requiring further examination were preserved
and returned to the laboratory. Remaining fishes
were  released alive or, if dead, were properly dis-
posed of.
                       c-2

-------
Table C-2.   Dimensions of Pool and Riffle Habitat at Each Station, Birmingham, Alabama, October 1983

                         Length (m)
Station
FO
T1
B1
1
2
3
5
6
7
8
9
Pool
45
45
20
55
70
45
45
31
45
61
61
Riffle
45
45
71
37
22
45
45
61
45
31
31
mean vviam im;
Entire Section
12.1
3.7
6.4
9.4
11.9
9.8
9.2
17.1
21.9
12.8
24.6
esurnaieu maximum
Depth (m) of Pool
0.3
0.3
0.3
0.9
1.2
0.9
0.9
0.6
0.5
0.6
>1.5
In conjunction with fish sampling, stream widths
were measured at four approximately equidistant
points through the 90-m section. This was used in
the computation of number of fish per 93 m2.

C.3.3 Statistical Methods
The fish  data were quantitatively analyzed using
the X2 test on the number of taxa per station. Data
for Station 2 were used as the expected values.

C.4 Plankton Methods, October 1983

Duplicate plankton samples were obtained using a
Wisconsin-style plankton  net with 80-|xm mesh.
The net was held horizontally as the water flowed
into the mouth for 2 minutes. Timing the drift of a
float over a measured 10-ft distance allowed calcu-
lation of approximate volume of water filtered.

Two 1-ml subsamples were observed from each of
the approximately 120-mi plankton  samples  in a
Sedgwick-Rafter counting chamber. The organisms
were categorized  and enumerated under  100X
magnification. Algal components of the plankton
community which were retained in  the net were
also enumerated.  For  solitary diatoms,  one short
dimension strip was observed at 100X and the total
density was calculated.

A one-way ANOVA was used to test for differences
in the number of  zooplankton taxa per  station. A
Tukey's Studentized Range Test was  performed
when a significant station effect was obtained from
the ANOVA. Analyses  were conducted  using SAS
PROC GLM.
                                                                     C-3

-------
                                             Appendix D
                                      Toxicological Test Data
Table D-1.   Routine Chemistry Data for Three Effluents in Various Waters for Fathead Minnow Tests, Birmingham, Alabama,
           February 1983

                                     Dissolved Oxygen (mg/1)
/D L.IIIUGI11
Concentration
(v/v)
Coke Plant 1 in
Station 2A Water
Dilution water

0.5

1,0

5.0

Coke Plant 1
in Well Water
Dilution water'"1

0.5

1.0

5.0

Coke Plant 2 in
Station 3 Water
Dilution water

1.0

5.0

10.0

50.0

100.0

Coke Plant 2
in Weil Water
1.0

5.0

10.0

50.0

x pH
(Range)


7.7
(7.4-8.1)
7.7
(7.4-8.1)
7.7
(7.4-8.0)
7.5
(7.4-7.7)


7.5
(7.2-7.8)
7.5
(7.3-7.8)
7.5
(7.3-7.8)
7.4
(7.3-7.5)


7.5
(7.4-7.8)
7.6
(7.4-7.8)
7.5
(7.4-7.7)
7.5
(7.3-7.7)
7.5
(7.3-7.6)
7.3
(6.9-7.5)


7.4
(7.2-7.7)
7.4
(7.2-7.7)
7.4
(7.2-7.7)
7.3
(7.2-7.7)
x Daily Initial
(Range)


8.5
(8.3-8.7)
8.5
(8.3-8.7)
8.5
(8.3-8.7)
8.4
(8.1-8.8)


8.5
(8.2-8.8)
8.3
(8.1-8.7)
8.3
(8.0-8.7)
8.1
(7.0-8.8)


8.5
(8.3-8.8)
8.5
(8.1-8.8)
8.5
(8.1-8.8)
8.5
(8.1-8.8)
8.5
(8.1-8.8)
8.5
(8.1-9.0)


8.6
(8.2-8.8)
8.5
(8.2-9.0)
8.5
(8.4-8.6)
8.5
(8.2-8.7)
x Daily Final
(Range)


6.0
(4.4-7.7)
5.9
(3.3-7.8)
6.0
(3.5-7.7)
4.7
(3.5-5.4)


6.0
(4.2-7.1)
5.9
(3.5-6.7)
5.5
(3.5-6.5)
5.0
(4.3-6.1)


5.0
(4.1-7.1)
5.4
(4.0-7.1)
5.4
(4.5-7.1)
5.0
(4.1-6.2)
4.2
(2.3-5.1)
4,1
(2.6-5.1)


5.4
(4.2-6.8)
4.5
(2.7-5.8)
4.6
(2.0-5.2)
4.5
(3.8-5.6)
Alkalinity Hardness Conductivity
(mg/l) (mg/l) (^mhos/cm)


143 162 310

310

141 168 350

— — 490



64 64

— — —

66 70

— — —



141 166 350

350

140 182 400

480

117 312 83

1 ,280



	 	 	

— — —

6 104

— — —

                                                  D-1

-------
Table D-1.    (Continued)

    % Effluent
  Concentration            x pH
       (v/v)               (Range)
                                              Dissolved Oxygen (mg/1)
                                          x Daily Initial
                                             (Range)
                                                              x Daily Final
                                                                 (Range)
                                      Alkalinity
                                        (mg/l)
                                  Hardness
                                    (mg/l)
                               Conductivity
                               !firnohs/cm)
Coke Plant 2 in
Station 1 Water
  Dilution water

  1.0

  5.0

  10.0

  50.0

POTW in Station 6
Water
  Dilution water

  1.0

  5.0

  10.0

  50,0

  100.0

Sampling Stations
                            7.7
                          (7.5-8,0)
                            7.7
                          (7.5-8.0)
                            7.7
                          (7.5-8.0)
                            7.7
                          (7.4-8.0)
                            7.5
                          (7.3-7.9)
                            7.8
                          (7.7-8.0)
                            7.9
                          (7,7-8.1)
                            7.9
                          (7.7-8.1)
                            7.8
                          (7.7-8.0)
                            7.7
                          (7.6-7.9)
                            7.6
                          (7,5-7.8)
  8,5
S8.0-8.7)
  8.4
(8.0-8.7)
  8.4
(8.1-8.7)
  8.4
(8.1-8.7)
  8.3
(8.1-8.6)
  8.4
(8.0-8.8)
  8.4
(8.1-9.1)
  8.3
(8.1-8.6)
  8.4
(8.1-8.7)
  8.3
(8.1-8.8)
  8.2
(8.0-8.7)
  5,2
(4.4-6.3)
  5.3
(4.4-6.2)
  5.0
(4.1-6.2)
  4.8
(3,5-6.3)
  4.1
(2.2-5.9)
  6.3
(4.7-7.3)
  6.0
(4.7-7.2)
  6.0
(4.4-7.1)
  4,8
(4.1-6.3)
  5.7
(3,9-6.7)
  5.9
(4.6-6,8)
138
138
137
                                                          172
                 172
                 166
1

2

5

7

8

7.7
(7.3-8.0)
7.7
(7.4-8.0)
7.4
(7.2-7.6)
7.6
(7.3-7.8)
7.6
(7.3-7.8)
8,2
(8.0-8.6)
8.2
(7.9-8.6)
8.2
(7.9-8.3)
8.3
(8.1-8.6)
8.4
(8.0-8,6)
6.7
(4.8-7.6)
6.0 140 154
(4.6-7,3)
5.9 84 212
(4.7-6,8)
5.8
(4.2-7.1)
5,7
(3.6-7.2)
       water control was used for the two effluent well water dilution tests.
Table D-2.     Final Water Chemistry Data for Ccriodaphnia Tests, Birmingham, Alabama, February 1983

                                                       x pH (Range)
    % Effluent
Concontration (v/v)
                                                            Dissolved Oxygen (mg/l)
                                                              x Daily Final (Range)
Coke Plant 1 in
Station 2A Water
   Dilution water

   0.5

   1.0

   5.0

Coke Plant 1
in Well Water
   Dilution water

   0.5
                                                            7.8
                                                          (7.6-8.1)
                                                            7.8
                                                          (7.6-8.1)
                                                            7.8
                                                          (7,6-8.1)
                                                            7.8
                                                          (7.6-8.1)
                                                            7.6
                                                          (7.5-7,7)
                                                            7.6
                                                          (7.5-7.7)
                                                                      7.6
                                                                    (7.3-8.0)
                                                                      7.7
                                                                    (7.4-8,2)
                                                                      7.7
                                                                    (7.4-8.2)
                                                                      7.5
                                                                    (7.0-7.8)
                                                                      7.3
                                                                    (7.3-8.0)
                                                                      7,5
                                                                    (7.3-7.8)
                              D-2

-------
Table D-2.    (Continued)

    % Effluent
Concentration (v/v)
x pH (Range)
Dissolved Oxygen (mg/I)
 x Daily Final (Range)
1.0

5.0

Coke Plant 2 in
Station 3 Water
Dilution water

1.0

6.0

10.0

50.0

100.0

Coke Plant 2
in Well Water
Dilution water

4.0

5,0

10.0

50.0

POTW in Station 3
Water
Dilution water

1.0

5.0

10.0

50.0

Sampling Stations
1

2

2A

3

5

6

7

8

7.6
(7.5-7.7)
7.6
(7.5-7.7)


7.9
(7.7-8.2)
8,0
(7.9-8.1)
7.9
(7.8-8.0!
7.8
(7.8-7.9)
7.7
(7.6-7.7)
7.5
(7.4-7.5)


(See Coke Plant 1
in Well Water)
7.5
(7.3-7.7)
7.5
(7.3-7.7)
7.4
(7.3-7.6!
7.4
(7.2-7.5)


7.9
(7.7-8.1)
7.8
(7.7-8.1)
7.8
(7.7-8.1)
7.8
(7.7-8.1)
7.8
(7.7-8.0)

7.8
(7.8-7.9)
7.9
(7.8-8.0)
7.8
(7.7-8.0)
7.9
(7.7-8.1)
—

7.9
(7.7-8.1)
7.8
(7.7-7.9)
7.8
(7.7-8.0)
7.4
(7.2-7.7)
7.3
(7.0-7.7)


7.9
(7.6-8.4)
7.8
(7.4-8.1)
7.6
(7.4-8.0)
7.4
(7.2-7.7)
7.1
(6.9-7.7)
6.9
L (6.3-7.5)




7.5
(6.9-8.1)
7.2
(6.6-7.8)
7.2
(6.6-7.6)
6.8
(5.4-7.4)


7.3
(6.9-8,0)
7.3
(6.8-7.5)
7.3
(6.5-8.0)
7.0
(6.5-7.6)
7.0
(6.7-7.3)

7.6
(7.1-8.1)
7.7
(7.2-8.1)
7.2
(7.0-7.6)
7.4
(6.6-8.2)
7.4
(1 value)
7.7
(7.3-8.0)
7.5
(6,8-8.0)
7.5
(7.2-7.8)
                                                                                      0-3

-------
Table D-3. Routine Chemistry Data
Alabama, Octobsr 1983
% Effluent x
Concentration Initial pH
(v/V) (Range)
Coka Plant 1 in
Station 2A Water
Dilution water

1

3

10

30

100

Coka Plant 2 in
Station 3 Water
Dilution water

1

3

10

30

100

POTW in Section 6
Watar
Dilution water

1

3

10

30

100

Sampling Stations
1

2

5

7

8

9

B-1



7,7
(7.5-7.9)
7.8
(7.8-7.8)
7.8
(7.7-7.8)
7.8
(7.7-7.8)
7.6
(7.5-7.7)
7.6
(7.3-7.9)


7.6
(7.4-7.8)
7.7
(7.6-7.7)
7.7
(7.6-7.7)
7.7
(7.6-7.7)
7.7
(7.7-7.7)
7.7
(7.5-8.0)


7.5
(7.2-7.7)
7.6
(7.5-7.6)
7.6
(7.5-7.6)
7.5
(7.5-7.5)
7.4
(7.4-7.4)
7.0
(6.9-7.1)

7.5
—
7.5
—
7.3
—
7.5
—
7.5
—
7.9
—
7.5
—
i for Three Effluents and Various Stream Stations for Fathead Minnow Test!
Dissolved Oxygen (mg/l)
x Daily Initial
(Range)


8.5
(7.5-9.3)
7.6
(7.3-7.8)
7.6
(7.4-7.7)
7.5
(7.3-7.6)
7.3
(7.0-7.5)
6.5
(5.2-7.1)


8,4
(7.5-9.0)
7.7
(7.5-7.9)
7.8
(7.6-8,0)
7.8
(7.6-8.0)
7.9
(7.8-8.0)
8.6
(7.9-9.1)


8.5
(7.8-9.3)
7.9
(7.8-7.9)
7.8
(7.7-7.8)
7.8
(7.7-7.8)
7.7
(7.7-7.7)
7.7
(7.2-8.1)

8.0
—
7.5
—
7.3
—
7.7
—
7.5
—
8.6
—
7.9
—
x Daily Final
(Range)


6.4
(5.6-6.8)
6.5
(5.9-6.9)
6.5
(5.9-6.8)
6.4
(5.9-7.0)
6.0
(5.3-7.0)
3.5
—


6.6
(5.9-7.2)
6.8
(6.5-7.3)
6.3
(4.7-7.3)
6.4
(5.5-7.3)
6.6
(6.2-7.8)
6.4
(6.2-6.6)


6.8
(6.2-7.2)
6.8
(6.4-7.4)
6.8
(6.2-7.2)
6.9
(6.0-7.7)
6.7
(6.0-7.5)
6.4
(5.9-6.8)

6,7
(6.3-7.3)
6.6
(6.3-7.2)
6.4
(5.7-7.1)
7,1
(6.5-7.4)
6.6
(6.1-7.2)
6.8
(6.1-7.5)
6.9
(6.5-7.1)
Alkaiinity!ai
(mg/l)


145









365



153









104



146









91


160

162

256

140

144

136

204

Hardness'3'
(mg/l)


158









98



158









552



230









122


180

166

135

200

208

210

290

s, Birmingham,
Initial
Conductivity
((jimohs/cm)


309

330

385

600

1,215

3,329



394

378

400

421

738

1.346



688

725

675

660

613

448


320

300

600

650

650

600

1,152

D-4

-------
Table 0-3.    (Continued)
Concentration
(v/v)
Reconstituted
water
FO

B1

T1

Initial pH
(Range)
7.8
—
7.3
—
7.5
—
7.8
—
x Daily Initial
(Range)
7.8
—
6.8
—
7.8
—
8.0
—
x Daily Final
(Range)
6.4
(6.1-6.9)
6.7
(6.2-7.2)
6.7
(6.3-7.2)
6.6
(5.9-7.3)
Alkalinity'3'
(mg/l)


151

172

156

Hardness101
(mg/l)


158

182

164

Conductivity
(ixmohs/cm)
460

235

315

335

la)Alkalinity and hardness were done only once on 10 October 1983.
Table D-4.    Final Water Chemistry Data for Ceriodaphnia Tests, Birmingham, Alabama, October 1983

    % Effluent                                                                                  Dissolved Oxygen (mg/l)
Concentration (v/v)                                 x pH (Range)                                  x Daily Final {Range}
Coke Plant 1 in
Station 2A Water
Dilution —

1

3 — —

10

30

100

Coke Plant 2 in
Station 3 Water
Dilution water —

1

3

10

30

100

POTW in Station 6
Dilution water 7,7

1 7.7

3 7.8

10 7,8

30 7.8

100 —


7.4
(7.1-7.8)
7.5
(7.2-7.8)
7.3
(7.1-7.6)
7.3
(7.1-7.5)
7.2
(6.6-7.6)
6.9
(6.2-7.4)


7.2
(7.1-7.3)
7.3
(7.1-7.8)
7.3
(7.1-7.6)
7.3
(7.1-7.4)
7.3
(7.1-7.6)
7.2
(7.0-7.3)

7.4
(6.8-8.1)
7.3
(7.1-7.8)
7.3
(6.8-7.8)
7.4
(7.2-7.7)
7.3
(7.1-7.5)
7.0
                                                                                     D-5

-------
Table D-4.    (Continued)

    % Effluent
Concentration (v/v)
                                    x pH (Range)
                                                     Dissolved Oxygen (mg/I)
                                                      x Daily Final (Range)
Sampling Stations
1

2

2A

3

5

6

7

8

Q 	

11

Reconstituted
water-1
Reconstituted
water-2
Reconstituted
water«3
B1

T1

FO


7.6
(7.3-7,8)
7.5
(7.2-7.6)
7.5
(7.1-7.6)
7.5
(7.1-7.7)
7.3
(7.2-7.6)
7,4
(7.2-7.8)
7.3
(7.0-7.7)
7.3
(7.0-7.5)
7.2
(6.9-7.5)
7.4
(7.1-7.9)
7.5
(7.1-7.9)
7.5
(7.3-7.9)
7.6
(7.3-7.8)
7.6
(7.4-7.8)
7.5
(7.3-7.8)
7.5
(7.2-7.8)
Table D-6.
Replicate
Seven-Day Percent Survival of Larval Fathead
Minnows Exposed to Water From Various
Ambient  Stations, Birmingham, Alabama,
October 1983
               Tributary Stations
                                                           Table D-7.
                                                           Tributary
                                                            Station
                                Percent Survival and Young Production  of
                                Ceriodaphnia Exposed to Water From Ambient
                                Stations, Birmingham, Alabama, October 1983

                                Percent      Mean Number of     Confidence
                               Survival     Young Per Female      Intervals
    B2
                              FO
B1
T1
A
B
C
D
100
100
100
100
100
100
90
90
100
100
100
100
100
100
100
100
                                                 B2
                                                 FO
                                                 B1
                                                 T1
                                 100
                                 100
                                 100
                                  90
                                     28,3
                                     15.0
                                     17.7
                                     18.6
22.2-34.4
13.2-16.8
14.6-20.8
16.5-20.5
Mean
    100
                              95
100
100
Table D-6.
Replicate
Mean Individual Weights (mg) of Larval Fathead
Minnows  After Seven Days  of  Exposure to
Water From Various Tributary Ambient Stations,
Birmingham, Alabama, October 1983

                Tributary Stations
                     B2
                  FO
                            B1
           T1
A
B
C
D
Weighted mean
SE
0.380
0.360
0.289
0.380
0.352
0.018
0,390
0.420
0.328
0.367
0.378
0,019
0.400
0.350
0.435
0.355
0.384
0.019
0.400
0.385
0.405
0.428
0.405
0.018
                           D-6

-------
                                                Appendix E
                                              Biological Data
Table E-1. •   Abundance (units/mm2) of Periphytic Algae on Natural Substrates in Five Mile Creek, February 1983

                                                                Sampling Station
Taxa
Bacillariophyta (Diatoms)
Achnanthes
Amphip/eura
Amphora
Asterionetla
Caloneis
Cocconeis
Cyclotella
Cytnbella
Denticu/a
Diatoma
Frustulia
Gomphonema
Gyroslgma
Melosira
Meridian
Navicula
Nitzschia
Pinnularia
Rhoicosphenia
Rhopalodia
Surirella
Synedra
Total Bacillariophyta
Chlorophyta (Green Algae)
Ankistrodesmus
Ctadophora
Stigeoc/onium
Tetrastrum
Total Chlorophyta
Cyanophyta (Blue-green Algae)
Chroococcus
Lyngbya
Oscillatoria
Phormidium
Unidentified #1
Unidentified #2
Unidentified #3
Total Cyanophyta
Total Periphyton
1

Dial
—
R
—
—
R
—
R
—
R
—
R
—
—
R
R
R
—
R
—
—
—
D

—
D
C
—
D

C
R
—
—
R
—
—
A

2

20,599
0
50
0
100
200
0
1,796
0
3,491
0
299
0
0
100
1,895
3,940
0
50
0
349
0
32,869

0
1,995
100
0
2,095

0
6,833
648
599
0
0
0
8,080
43,044
3

2,943
0
0
0
0
150
100
1,347
0
0
0
100
50
0
50
1,047
1,397
50
50
0
449
0
7,733

50
748
3,541
200
4,539

898
5,985
848
0
1,197
3,940
0
12,868
25,140
4

1,197
0
0
0
0
0
0
948
0
150
0
299
0
0
0
2,095
599
0
200
0
249
0
5,737

0
1,147
4,888
0
6,035

1,197
13,466
299
0
5,536
0
7,581
28,079
39.851
5

600
0
0
0
0
0
0
48
0
14
0
17
0
0
3
31
20
0
3
0
14
0
750

0
0
295
0
295

0
465
91
0
65
0
0
740
1,785
6

1,417
0
57
57
0
0
113
1,871
57
340
0
850
0
113
57
4,648
3,798
0
0
0
1,644
567
15,589

0
4,365
227
0
4,592

0
0
227
0
0
0
0
227
20,408
7

14
"0
6
0
0
0
0
6
0
0
0
3
0
0
0
65
14
0
0
0
0
3
111

0
0
1,247
0
1,247

0
82
0
0
0
0
0
82
1,440
8

3
0
0
0
0
0
0
6
0
0
0
0
0
0
0
57
14
0
0
0
0
6
86

0
0
77
0
77

0
31
0
0
0
0
0
31
194
      sampled quantitatively for periphyton abundance. D = dominant (>20 percent of total units counted); A = abundant (10-20
  percent); C = common (5-10 percent); R = rare (<5 percent); dashes indicate not observed.
                                                      E-1

-------
Table E-2,
Abundance (units/mm2) of Periphytic Algae on
Natural Substrates in Black Creek, February 1983
            Taxa
    Total Bacillariophyta

Chlorophyta (Green Algae)
  Ankistrodesmus
  Cladophora
  Stigeoclonium
  Tetrastrum

    Total Chlorophyta

Cyanophyta (Blue-green Algae)
  Chroococcus
  Lyngbya
  Oscillatoria
  PhormUium
  Unidentified #1
  Unidentified #2
  Unidentified #3

    Total Cyanophyta

Rhodophyta (Red Algae)
  Audouinella

    Total Rhodophyta
                                  Station B2fa!
Bacillariophyta (Diatoms)
Achnanthes
Amphipleura
Amphora
Asterionella
Colonels
Cocconeis
Cyclotella
Cymbella
Dentisula
Diatoms
Frustulia
Gomphonema
Gyrosigma
Moloslra
Meridion
Navicula
Nitichia
Pinnuiaria
Rhotcosphenia
Rhopalodia
Surirglla
Synedra

A
R
—
—
—
—
—
R
—
R
C
R
—
R
—
D
C
—
R
R
C
R
                                      C
                                      C
"'Not sampled quantitatively for periphyton abundance.
  D = dominant (>20 percent of total units counted);
  A = abundant (10-20 percent); C = common (5-10 percent);
  R = rare (<5 percent);
  Dashes indicate not observed.

Note; Wood substrates rather than rocks were sampled in
Black Creek.
Table E-3.    Summary of Periphyton Species Composition
             and Diversity on Natural Substrates  in Black
             Creek, February 1983

                                                  Station
        Parameter                                  B2(al

Density (units/mm2)

  Diatoms                                          —(a!i
  Green algae                                      —
  Blue-green algae                                  —

  Total  Periphyton                                  —

Percent Composition

  Diatoms                                          58.02
  Green algae                                      18.18
  Blue-green algae                                  14.17
  Red algae                                         9.63

Taxa (Genus) Diversity (d)                             3.30

Taxa (Genus! Equitability (e)                           0.82

Total Taxa Identified                                   17

!a)Not sampled quantitatively for periphyton abundance.

Note: Wood substrates rather than rocks were sampled in Black
Creek.
                            E-2

-------
Table E-4.    Chlorophyll a and Biomass Data and Statistical Results for Periphyton Collected From Natural Substrates in Five
             Mile Creek, February 1983

                                                                     Sampling Station
Parameter
Chlorophyll a
Rep 1
Rep 2
Rep 3
Mean
(mg m2)




1

84.6
5.4
12.7
34.2
2

207.6
253.8
907.6
436.3
3

230.8
115.4
70.0
138.7
4

546.2
707.6
261.6
505.1
5

11.9
30.8
17.3
20.0
6

150.8
630.8
538.4
440,0
7

1.0
9.2
1.6
3.9
8

3.6
13.5
8.2
8.4
Biomass (g m2!
Rep 1
Rep 2
Rep 3
Mean




Autotrophic Index (Weber 1973)
7.2
0.2
2.9
3.4
99
22.1
37.0
33.2
30.8
71
33.3
6.1
7.8
15.8
114
45.8
37.9
8.1
30.6
61
2.3
2.1
1.4
2.0
98
92.3
110.2
208.5
137.0
311
6.7
10.4
6.5
7.9
2,015
8.4
5.7
5.8
6.6
790
Statistical Results:131
Chlorophyll
F = 17.52
P < 0.001
Biomass
F = 13.28
P < 0.001
a
Station'"1
Mean(el

Station
Mean

7
1,324

5
1,076

8
2,140

1
1,210

1
2,974


8
2,021


5
2,975


7
1,162


3
4,822


3
2,558


2
5,898

4
3,240


6
5,920

2
3,437


4
6,146

6
4,864
ialResults based on analysis of variance and Tukey multiple comparison test performed on data transformed with natural loga-
  rithms (1n(x+1)], Stations underscored by a continuous line were not significantly different (P > 0.05) according to Tukey's test.
(b'Stations are listed in order of increasing mean values.
(cllvleans of transformed data.

Table E-5.    Chlorophyll a and Biomass Data 'for Periphyton
              Collected From  Natural Substrates in Black
              Creek, February 1983
          Parameter
Station B2
Chlorophyll a (mg/m2)
  Rep 1
  Rep 2
  Rep 3

  Mean

Biomass (g/m2)
  Rep 1
  Rep 2
  Rep 3

  Mean

Autotrophic Index (Weber 1973)
   1.6



   1.6


   5.2



   5.2

  3,219
Table E-6.    Ranked Abundance Listing of all Macroinvertebrates Collected From Five Mile Creek, February 1983
      Species Name
                                                Number
                              Percent
                             Cumulative
                               Percent
Imm, tub. w/ cap. chaet,
Cricotopus tremulus Grp. L.
Tubifex tubifex
Imm, tub. w/o cap. chaet.
Cricotopus bicinctus Grp. L.
Chironomidae P.
 152.341
 112.163
  73.241
  30.970
  30.552
  23.019
25.852
19.034
12.429
 5.256
 5.185
 3.906
25.852
44.886
57.315
62.571
67.756
71.662
                                                                                      E-3

-------
Table E-6.    (Continued)

Species Name
Nais brotscherl
Thienemannimyia Grp. L.
Llmnodrilus hoffmeisteri
Limnodritus udekemianus
Cheumatopsyche L.
Stenonema N.
Caenls N,
Cryptochironomus L.
Baetis N.
Corblcula
Tricladida
Heptagentlnae N.
Baatidae N.
Isonychla N.
Nemertea
Heptageniidao N.
Hydropsyche L.
Polypedilutn scalaenum L.
Chimarra L.
Lirceus
Amphinemura N.
Elmidao
Psephenus L,
Brenchiura sowerbyi
Enchytraeidaa
Corydalus L.
Agapetus L
Empididae L,
Turbellaria
Pristine brevlseta
Llmno. claparedianus
Acarina
Ephemeroptora N.
Symphltopsyche L,
Slmulium L.
Nais pardalis
Argia N.
Micrasoma L,
Stenelmis A.
Natarsia 'L.
Crlcotopus cylindricus Grp, L.
Grastropoda
Nais variaUlis
Pristine longiseta leidy
Bothrlo. vejdovskyanum
Plecoptera N.
Acroneuria N.
Dotophilodes L.
Diplactrona L,
Glossoma L.
Cotaoptera L.
Optioservus L,
Stenalmis L,
Ablabasmyia L.
Pseudodiamesa L,
Parakiefferiella L.
Rheocricotopus L,
Smittia L.
Simuliidae L.
T/pu/a L,
Ancylidae
Note: L. = larva
P. =» pupa
N. = nymph
A. = adult

Number
17.578
14.230
12.974
12,556
8.370
7,952
7.115
5.859
5.022
4.604
3.767
3.767
3.348
3.348
2.930
2.930
2.930
2.930
2.930
2.511
2.511
2.511
2.511
2.093
2.093
1.674
1.674
1.674
1.256
1.256
1.256
1.256
1.256
1.256
1.256
0.837
0.837
0.837
0.837
0.837
0.837
0.837
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419
0.419





Percent
2.983
2.415
2.202
2.131
1.420
1.349
1.207
0.994
0.852
0.781
0.639
0.639
0.568
0.568
0.497
0.497
0.497
0.497
0.497
0.426
0.426
0.426
0.426
0.355
0.355
0.284
0.284
0.284
0.213
0.213
0.213
0.213
0.213
0,213
0.213
0.142
0.142
0.142
0.142
0.142
0.142
0.142
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071
0.071




Cumulative
Percent
74.645
77.060
79.261
81.392
82.813
84.162
85.369
86.364
87.216
87.997
88.636
89.276
89.844
90.412
90.909
91.406
91.903
92.401
92.898
93.324
93.750
94.176
94.602
94.957
95.313
95.597
95.881
96.165
96.378
96.591
96.804
97.017
97.230
97.443
97.656
97.798
97.940
98.082
98.224
98.367
98.509
98.651
98.722
98.793
98.864
98.935
99.006
99.077
99.148
99.219
99.290
99.361
99.432
99.503
99.574
99.645
99.716
99.787
99.858
99.929
100.000




                            E-4

-------
Table E-7. Density (No./m2) of
Alabama, February



Species
Imm. Tub. w cap. chaet.
CricoL Eremu/os Grp. L.
Tubifex tubifex
Imm, Tub. w o cap, chaet.
CficoL bicincL Grp. L-
Chtronomidae P.
Nais bretscheri
Thienemannimyia Grp. L.
Umnodrilus hoffmeisteri
Umnodfilus ud&kemianus
Cheumatopsyche L.
Stenonema N.
Caenis N.
Cryptochironomus L.
Baetis N.
Corbicula
Tricladida
Heptageniinae N.
Baetidae N.
Isonychia N.
Nemertea
Heptageniidae N.
Hydropsyehe L.
Polypedilum scs/aenum L.
Chimarra L.
lirceus
Amphinemura N,
Elmidae L
Psephenus L,
Branchiura sowerbyi
Enchytraeidae
Corydalus L
Agapetus L.
Empididae L.
Turbellaria
Pristine breviseta
Limno. claparedianus
Acarina
Other species
Station
Rep 1
Number
Indiv.
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
45.20
22.60
33.90
0.00
0.00
0.00
0.00
0.00
0.00
22.60
0.00
22.60
0.00
0.00
0.00
0.00
11.30
22.60
11.30
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
45.20
Benthic Macroinvertebrates from Replicate Samples Collected in Five Mile Creek, Birmingham,
1983
1

Pet.
Comp,
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
18.18
9.09
13.64
0.00
0,00
0.00
0.00
0.00
0.00
9.09
0.00
9.09
0.00
0,00
0.00
0.00
4.55
9.09
4.55
0.00
0.00
0.00
4.55
0,00
0.00
0.00
0.00
0.00
18.18

Station
Rep 2
Number
Indiv.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
56.50
11.30
22.60
0.00
0.00
45.20
0.00
0.00
33.90
0.00
56.50
45.20
0.00
0.00
22.60
22.60
0.00
11.30
11.30
0.00
0.00
0.00
11,30
0.00
11.30
0.00
0.00
11.30
33.90

1

Pet.
Comp.
0.00
0.00
0.00
0.00
0.00
0.00
0,00
2.70
0.00
0.00
13.51
2.70
5.41
0.00
0.00
10.81
0.00
0.00
8.11
0.00
13.51
10.81
0.00
0.00
5.41
5.41
0.00
2.70
2.70
0,00
0.00
0.00
2,70
0.00
2.70
0.00
0.00
2.70
8.11

Station
Rep 3
Number
Indiv.
0,00
22.60
0.00
0.00
0.00
11.30
0.00
11.30
0,00
0.00
90.40
90.40
56,50
0.00
56.50
0.00
33,90
56.50
0.00
11.30
11.30
0,00
0.00
0.00
56.50
11,30
33.90
0.00
22.60
0.00
0.00
0.00
0.00
11.30
0.00
0,00
0.00
22.60
146.90

1

Pet.
Conip.
0.00
2.99
0.00 ,
0.00
0.00
1.49
0.00
1.49
0,00
0.00
11.94
11.94
7.46
0.00
7.46
0.00
4.48
7.46
0.00
1.49
1.49
0.00
0.00
0.00
7.46
1.49
4.48
0.00
2.99
0.00
0.00
0.00
0.00
1.49
0.00
0.00
0.00
2.99
19.40

Station
Rep 2
Number
Indiv.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
22.60
0.00
22.60
11.30
0.00
0.00
0.00
0.00
0.00
0-00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

2

Pet.
Comp.
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0,00
0.00
0.00
33.33
0.00
33.33
16.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
16.67
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Station
Rep 2
Number
Indiv.
0.00
0.00
0.00
0.00
0.00
0.00
79.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
22.60
0.00
11.30
0.00
0.00
11.30
0.00
0.00
0.00
0,00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
11.30

2

Pet.
Comp.
0.00
0.00
0.00
0.00
0,00
0.00
53.85
0.00
0.00
0.00
0.00
0.00
0.00
0.00
15.38
0.00
7.69
0.00
0.00
7.89
0.00
0.00
0.00
0.00
0.00
7,69
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
7.69

StaliO1
Rep 2
Number
Indiv.
0.00
56,50
0.00
11.30
0.00
33.90
11.30
0.00
0.00
0.00
0.00
0.00
11.30
0.00
11,30
0.00
22.60
0,00
22.60
0.00
11.30
0.00
0,00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0.00

n 2

Pet.
Comp.
0.00
27.78
0.00
5.56
0.00
16.67
5.56
0.00
0.00
0.00
0.00
0.00
5.56
0.00
5.56
0.00
11.11
0.00
11.11
0.00
5.56
0,00
0.00
0.00
0.00
0.00
0.00
5.56
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00


Station 3
Rep
Number
Indiv.
0.00
192.10
0.00
0.00
0.00
67.80
45.20
0.00
0.00
0.00
0.00
56.50
11.30
0.00
0.00
0.00
11.30
22.60
0.00
11.30
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
1
PCI.
Comp.
0.00
44.74
0.00
0.00
0.00
15.79
10.53
0.00
0.00
0.00
0.00
13.16
2.63
0.00
0.00
0.00
2.63
5.26
0.00
2.63
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
2.63
Station Total
                             248.60
                                                418.10
                                                                                                                          203.40
                                                                                                                                             429.40
                                                                                                                 £-5

-------
Table E-7. (Extended)
Special
1mm Tub, w c*p chact.
Cneat. inmulus Oip. I,
Tubtlex tutxtix
1mm Tub, w o cap chaef
Ctieoi. bicmcl Grp L,
CtiitonomidM p.
Kill btouchett
Thwrttm*noimyi» Grp, t»
tOTinodrrfus hofftnoisteej
Ltmnodntut udokemtenus
Cttcurtuioptyche L
Stonantmi N,
Caotvi N.
CrYptottwonomu* L
BMIil N
Cortxcul*
TllClWJKJ*
H«ct(sennna« N,
BictidM N,
ijonyehia N,
Nwntnaa
Htpugtniidat N,
Hydroptych* L
Potyp9stitum scilaenum i,
Chbntfi* L
Lirctut
AmphtntmutB N.
E!iruiJ30 L,
Ptcphcnm L.
Bnrtchiuri sowttbyi
CndtyU*eidM
Cotydihis L
Agupvlui L,
EmpiASJ* L,
TurtMllwii
Priiho* 6/»v,jfij
tHTino ctipiuJtinus
Acarin*
Oihtr ip«cies
Station
Rep 3
Number
locliv.
45.20
124.30
0.00
0,00
0.00
11.30
22,60
22.60
0.00
11.30
0.00
22.80
0.00
0.00
0.00
0,00
11.30
11.30
0.00
33.90
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
11.30
o.oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
3
Pet,
Comp.
13.79
37.93
0.00
0,00
0.00
3.45
6.90
6.80
0.00
3.45
0.00
6.90
0,00
0.00
0.00
0.00
3.45
3,45
0.00
10.34
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
3.4S
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Station 3
Rep 3
Number Pet.
Indiv, Comp.
0.00 0.00
214.70 48.72
0.00 0.00
0.00 0.00
0.00 0.00
67.80 15.38
90.40 20.51
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0,00 0,00
11.30 2,56
0.00 0.00
0.00 0.00
0.00 0,00
0,00 0,00
11.30 2.56
11.30 2.56
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0,00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0,00
11.30 2.S6
0.00 0.00
0.00 0.00
11.30 2.56
0.00 0.00
0,00 0.00
0.00 0.00
0.00 0.00
11.30 2.56
Station
Rep 1
Number
tndiv.
1412.50
293.80
452.00
33.90
5.00
56.50
113.00
22.60
0.00
90.40
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
45.20
4
Pet.
Comp.
55.56
11.56
17.78
1.33
0.00
2.22
4.44
0.89
0.00
3.56
0.00
0.00
0.00
0.00
0.00
0.00
0.44
o.oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
0.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.78
Station
Rep 2
Number
Indtv.
2214.80
56.50
1469.00
33.90
0.00
67.80
22.60
0.00
22.60
56.50
0.00
0.00
0,00
0.00
0.00
0,00
0,00
o.oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
45.20
0,00
0.00
0.00
0.00
22.60
0.00
0.00
0.00
22.60
4
Pet,
Comp.
54.75
1.40
36.31
0.84
0.00
1.68
0.56
0.00
0.56
1.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.28
0.00
1.12
0,00
o.oo
0.00
0.00
0.56
0.00
0.00
0.00
0.56
Station
Rep 3
Number
Indiv.
11.30
67.80 .
11.30
22,60
0,00
22.60
79.10
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
11.30
4
Pet.
Comp.
5.00
30.00
5.00
10.00
0.00
10.00
35.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00
Station
Rep 1
Number
Indiv.
11.30
56.50
11,30
0.00
0.00
0.00
0.00
11.30
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
Pet.
Comp.
11.11
55.56
11.11
0.00
0.00
0.00
0.00
11.11
0.00
11.11
0.00
O.DO
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
Station 5
Rep 2
Number Pet.
Indiv. Comp.
293.80
79.10
33.90
56.50
11.30
33.90
0.00
11.30
56.50
79.10
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
44.07
11.86
5.08
8.47
1.69
5.08
0.00
1.69
8.47
11.86
0.00
O^OO
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.69
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.on
0.00
0.00
0.00
SiJtxjn Tom
                             327.70
                                                440.70
                                                                 2542.50
                                                                                                        226,00
                                                                                                                          101.70
                                                                                                                                             666.70
                                    E-6

-------
Table E-7. (Extended)
Species
!mm. Tub. w cap. chaet.
CficoL tremuius Grp. L.
Tubifex tubifex
Imm, Tub, w o cap. chaet.
Cricot. bicinct. Grp. L.
Chironomidae P.
Nais bretscheri
Thienemannimyia Grp. L.
Umnodrilus hoffmeisteri
Limnadrilus udek&fnisnus
Cheumatopsyche L.
Stenonema N.
Caenis N.
Cryptochironomus L.
Baelis N.
Corbicula
Tricladida
Heptageniinae N.
Saetidae N.
Isonychia N.
Nemenea
Heptageniidae N.
Hydropsyche L.
Polypeditum scalaenism L.
Chcmarra L.
Lirceus
Amphinemura N.
Elmidae L.
Psephengs L,
Branchiura sowerbyi
Enchyiraeidae
Corydalus L.
Agapetus L.
Emprdidae L.
Turbellaria
Pristina breviseta
Limno. claparedianus
Acarina
Other species
Station
Hep 3
Number
Indiv.
11.30
33.90
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
Pet.
Comp.
16,6?
50.00
0.00
0.00
0.00
16.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
16.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Station
Rep 1
Number
Indiv.
90.40
655.40
0.00
237.30
293.80
33.90
0.00
169.50
56,50
33.90
0.00
0.00
0.00
146.90
0.00
0,00
0.00
0.00
0,00
0.00
0.00
0.00
33.90
22.60
0.00
" 0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
11.30
0.00
0.00
11.30
6
Pel.
Comp.
5.00
36.25
0.00
13.12
16.25
1.87
0.00
9.37
3,12
1.87
0.00
0,00
0.00
8.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.87
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.62
0.00
0.00
0.00
0.00
0.62
0,00
0.00
0.62
Station
Rep 2
Number
Indiv.
0,00
67.80
0.00
11,30
113.00
22.60
0,00
11.30
22.60
11.30
0.00
0,00
0,00.
0.00
0.00 .
0,00
0.00
0,00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
6
Pa.
Comp.
0,00
26.09
0.00
4.35
43.48
8.70
0.00
4.35
8.70
4.35
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0-00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
Station
Rep 3
Number
tndiv.
22.60
519,80
0.00
101.70
237.30
0.00
11,30
33.90
0,00
11.30
0.00
0,00
0,00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0,00
0.00
33.90
6
Pel.
Comp.
2.27
52.27
0.00
10.23
23.86
0.00
1.14
3.41
0,00
1.14
0.00
0-00
0.00
1.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0-00
0.00
1.14
0.00
0.00
3.41
Station
Rep 1
Number
Indiv.
0.00
158,20
0.00
33.90
22.60
56.50
0.00
11.30
0,00
11.30
11.30
0,00
000
0.00
0.00
11.30
0.00
0,00
0.00
0.00
0.00
0.00
11.30
33,90
0.00
0.00
0,00
0,00
0.00
0,00
22,60
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
7
Pet.
Comp.
0.00
41.18
0-00
8.82
5,88
14.71
0.00
2.94.
0.00
2.94
2.94
0.00
0-00
0.00
0-00
2.94
0.00
0.00
0.00
0.00
0.00
0.00
2-94
8,82
0.00
0.00
0.00
0.00
0.00
0,00
5.88
0.00
0.00
0.00
0.00
0.00
0-00
0.00
0.00
Station 7
Rep 2
Number
Indiv.
0,00
124.30
0.00
45.20
22.60
33.90
0.00
22.60
56.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
22.60
11,30
0.00
0,00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0,00
0.00
22.60

Pet.
Comp.
0.00
33.33
0.00
12.12
6.06
9.09
0.00
6.06
15.15
0,00
0.00
' 0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.06
3.03
0.00
0.00
0.00
0.00
3.03
0.00
0.00
0.00
0,00
0.00
0.00
0,00
0.00
0,00
6.06
Station
Rep
Number
Indiv,
0.00
90.40
0.00
45.20
0.00
11.30
0,00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00.
7
3
Pet.
Camp.
0.00
53,33
0.00
26.67
0.00
6,67
0,00
0.00
6.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
6.67
0.00
0.00
0,00
0.00
0.00
0.00
Station Total
                                                                                                            E-7

-------
Table E-7,   {Extended)

                                   Station 8           Station 8            Station 8
                                    Rep 1              Rep 2              Rep 3
                                Number   Pet.     Number    Pet.    Number    Pet.
                                 Indiv.    Comp.    indiv.    Comp.    Indiv,    Comp,
Imtn, Tub, w cap. chaot,           0.00     0,00       0.00      0.00      0.00     0.00
Crlcat inmalut Gfp. L            0.00     0.00      45,20     16.00    113.00    28.57
Tutxlen tuWtx                    0.00     0.00       0,00      0.00      0,00     0.00
titim, Tub, w o cap. chaet.          0.00     0.00      56.50     20,00      Z2.60     8.71
Cttcot, bicina, Grp. L.             22.60    28.57      33.90     12.00      56.50    14.29
Choum alo psycho L                0.00     0.00       0.00      0.00      79,10    20.00
Nut tHUKherl                    0.00     0,00       0.00      0.00      0.00     0.00
Thienom»nnimyia Grp, L,          11.30    14,29      11.30      4.00      22.60     6.71
Limnoiitilia hoHmeisiari           0.00     0.00      33.90     12.00      11.30     2.86
Limnadnlut uttekemlinus          0.00     0,00       0.00      0.00      22.60     5.71
Chtumitopiyehs L               11.30    14.29       0.00      0.00      11.30     2.86
Stcnoncm* N.                     0.00     0.00       0.00      0,00      0.00     0.00
Ca«ffiiN.                         o.oo     o.oo       o.oo      o.oo      o.oo     o.oo
Cryptoehiionomui L,               0.00     0.00       0.00      0.00      0.00     0.00
BltltiN                         22.60    28.S7       0.00      0.00      0.00     0.00
Cwbicula                         0,00     0.00      33.90     12,00      11.30     2.86
Triclltiidl                         0.00     0.00       0.00      0.00      0.00     0.00
Htptis*ntinie N.                  0.00     0.00       0.00      0.00      0,00     0.00
Sjetidao N,                       0,00     0,00       0.00      0.00      0.00     0,00
ItonychuN                       0.00     0.00       0.00      0.00      0.00     0.00
Nero«ftea                         0.00     0,00       0.00      0,00      0.00     0.00
HBpUaantfdii N,                  0.00     0.00       0.00      0.00      0.00     0.00
Hydroptyche I,                    0.00     0.00       0.00      0.00      11.30     2.86
Potffiaititum tctlatnum L.          0.00     0.00       0.00      0.00      0.00     0,00
Chim*tr*L.                       0.00     0,00       0.00      0,00      0.00     0.00
Urceul                           0.00     0.00       0.00      0.00      0.00     0.00
Amphinemura N,                  0,00     0,00       0.00      0,00      0.00     0.00
Elmidjel.                        0.00     0.00       0.00      0.00      0.00     0.00
Picpfconutl.                      0.00     0.00       0.00      0.00      0.00     0.00
Bnr.chturi lowefft^               0,00     0.00       0.00      0.00      0.00     0.00
EnchyiriaWsa                     0,00     0.00       0.00      0.00      11,30     2.86
CorydllutL.                      0.00     0.00      22.60      8.00      22.60     5.71
AgtpelulL.                      11.30    14,29       0,00      0.00      0.00     0.00
EmpidldatL                      0.00     0.00       0,00      0.00      0.00     0.00
TmbcHxn                        0.00     0.00       0.00      0.00      0.00     0.00
Ptisbn* btevbeu                  0.00     0.00       0.00      0,00      0,00     0.00
Umno. eloarxiiinut              0,00     0.00      33.90     12.00      0.00     0,00
Acarma                           0.00     0.00       0.00      0.00      0.00     0.00
Qthar fpectas                     0.00     0,00      11.30      4.00      0.00     0.00

  Station Total                   73.10             282.50             396.50
                                      £-8

-------
Table E-8.    Density (No./m2) of Benthic Macroinvertebrates From Replicate Samples Collected in Black Creek, Birmingham,
             Alabama, February 1983

                                                                            Station B2
Species
Imm, Tub. w cap. chaet.
Cricot. tremulus Qrp. L.
Tubtfex tubifex
Imm. Tub. w/o cap. chaet.
Cricot. bicinct. Grp. L.
Chironomidae P.
Nais bretscheri
Thienemannimyia Grp. L.
Limnodrilus hoffmeisterl
Limnodrilus udekemianus
Cheumatopsyche L.
Stenonema N,
Caenis N.
Cryptochironomus L.
Baetis N.
Corbicula
Tricladida
Heptageniinae N.
Baetidae N.
Isonychia N.
Nemertea
Heptageniidae N.
Hydropsyche L.
Polypedilum scalaenum L.
Chimarra L.
Lirceus
Amphinemura N.
Elmidae L.
Psephenus L.
Branchuira sowerbyi
Enchytraeidae
Corydalus L.
Agapetus L.
Empididae L.
Turbellaria
Pristina breviseta
Limno. claparedianus
Acarina
Other species
Station Total
Number
Indiv.
0.00
33.90
0.00
90.40
0.00
0.00
0.00
0.00
79.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
11.30
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
11.30
0.00
0.00
11.30
271.20
Pet.
Comp.
0.00
12.50
0.00
33.33
0.00
0.00
0.00
0.00
29.17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.17
0.00
0.00
0.00
0.00
4.17
0.00
0.00
4.17
0.00
0.00
0.00
0.00
0.00
0.00
4.17
0.00
4.17
0.00
0.00
4.17

Number
Indiv.
0.00
0.00
0.00
11.30
11.30
0.00
0.00
0.00
0.00
0.00
0.00
11.30
11.30
0.00
0.00
11.30
0.00
0.00
11.30
0.00
0.00
11.30
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
22.60
124.30
Pet.
Comp.
0.00
0.00
0.00
9.09
9.09
0.00
0,00
0.00
0.00
0.00
0.00
9.09
9.09
0.00
0.00
9.09
0.00
0.00
9.09
0.00
0.00
9.09
0.00
0.00
0.00
0.00
9.09
0.00
0.00
0.00
0.00
0.00
0.00
9.09
0.00
0.00
0.00
0.00
18.18

Number
Indiv.
0.00
22.60
0.00
22.60
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
22.60
79.10
Pet.
Comp.
0.00
28.57
0.00
28.57
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
14.29
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
28.57

                                                                                      E-9

-------
Table E-9, Density of Benthic Macroirwertebrates in Replicate Samples From Five Mile Creek, Birmingham, Alabama, Octo-
ber 1983
Station 1 Station 2 Station 3 Station 5

Ephemeroptera
Isonychla
Baotis
Stenonema
Trlcorythodes
Pleeoptera
Louctridae
Trichoptsra
Chlmarrs
Hydropsyche
Cheumatopsychg
Hydropsychidae P.
Laucotrichia
Colooptera
Psephenus
Hallcus
Stonelmis
DublrapMa
Berosus
Megaloptera
Corydalls
Dlptora
Slmulldae
Antocha
Tlpula
Hemerodromia
Probezzia
Chlronomldae P.
Ablabcsmyia
procladius
Tanypus
Pentaneura
Dicrotandipes
Polypedilum
Cblronomus
Glyptotandipes
Cryptochimnomus
Rheotanytarsus
Tanytarsus
Corynoneura
Cflcoptopus
Psactrocladius
Trlchocladius
Micropsectra
Nanocladius
Odonata
Dromogomphus
Argia
Other
Physa
Corbicula
Ferrisslma
Planaria
Oligochaete
Nematoda
Docapoda
Lirceus
1

1,475
323
409




183
86
3,186
11


54
11
151

11

161

11




32
11








86














32



32
2

1,163
527
388


11

11
22
1,270

75

118
11
183



43


22
11


65
108








215

43
22






22


11


11


22
3

527
226
366
11




32
893

97

97
22
65



97


43



11
118








108


22










32

11



Mean

1,055
359
388
4

4

65
47
1,783
4
57

90
14
133

4

100

4
22
4


36
80








136

14
14






7


4
11
11
7


18
1 2 3 Mean 1 2 3 Mean 1 2 3 Mean

11 11 7







11 4 11 4






43 54 32 22 7

22 43 22






11 4 11 4

32 11 97 97 75 90 172 75 54 100
75 183 172 144 151 32 97 93
32 129 237 133 11 22 11
11 4
11 4
11 4 32 54
29
11 108 39 54 22 22 32





183 118 86 129 161 215 323 233 86 29
11 22 11 151 11 54 72





22 7 54 75 32 54 32 11 22 22

86 66 50
1 4
22 7 97 151 151 133 11 4
11 4
75 344 140 581 1,162 463 736 603 592 538 578
11 4
11 4 22 7
11 4
£-70

-------
ible E-9. (Continued)

ihemeroptera
Isonychla
Baetis
Stenonema
Tricorythodes
scoptera
Leuctridae
ichoptera
Chimarra
Hydropsyche
Cheumatopsyche
Hydropsychidae P.
Leycotrichia
leoptera
°sephenus
Heticus
Steneltnis
Jubiraphia
3erosus
igaloptera
lorydalis
Jtera
Simulidae
\ntocha
r/pote
•lemerodromia
*robezz/a
"Mronomidae P.
\btabesmyia
^rocladius
^anypus
'entaneura
)icrotendipes
'olypedilum
".hironomus
jlyptofendipes
".ryptochironom us
"ribelos
Iheotanytarsus
"anytarsus
'orynoneura
'ricoptopus
'sectrocladius
'richocladius
Hcrospectra
lanocladius
jnata
'romogomphus
rgia
er
hysa
orbicula
srrissima
lanaria
ligochaete
ematoda
ecapoda
'rceus
1


140
11
75





248



1

22

11

54






355
140




1,033
54

54

11
86

2,110
65








75
11

118



Station 6
2


118
32
22





226

11





54

11






205
75




936
22
11
75

86
22
11
1,765









65
11

140
22

-43
3


22
11
11













22

11





32
86
280

11


452
22
11
108


32

560
97









22

355



Station 7
Mean 1 2


93 1,001 560
18 11 22
36




11
158 409 54

4

4

7 32

29

25 75




22
11
215 151 301
165 22

4


807 43 32
32 22
7
79

32 43 151
47 474 431
4
1,478 1,152 1,733
54 65 11
22 22







47.
14 22

205 54 11
7
11
14
3


258

108





32





32



75




11

355
366
11
32


22
65

11

323
398

1,238
22
11








43

140



Mean


606
11
36




4
165





22



50




11

269
129
4
11


32
29

4

172
434

1,374
32
18




32



22

68

7

Station 8
1 2 3 Mean


1,528 2,207 3,251 2,329
301 538 732 524
592 1,442 538 858




11 4
22 592 1,066 560

11 44 18



22 11 11



32 43 25






22 22 14
32 32 22 28




11 54 11 25




11 32 14
32 22 161 72
11 4
43 43 22 36





22 7
11

11 4
86 377 4,370 1,611
54 18

65 43 54 54
11 4


Station 9
1



161
452





11





43

11

22





32
258
463
11


108
248





710

1,808


65



22


464
22

258
11


2

32
1,195
183
75





474





43
54
118

118






118
11




161






1
1,324



11

1
22


1,389


65
11


3

172
883
312





377
689

129



65

65

172






151
32




323





32

1,259









657


151



Mean

68
692
219
176




126
391

43



50
18
65

104





11
176
169
4


36
244





248
4
1,464


22
4

4
14


836
7

158
7


£-11

-------
Table E-10. Density (No./m2) of Benthic Macroinvertebrates From Replicate Samples of the Tributaries to Five Mile Creek,
Birmingham, Alabama, October 1983
Head Waters (FO) Barton Branch (B1) Tarrant Creek (T1)
1 2
Ephemeroptera
Isonychla 32 1 1
Baetis 592 732
Stanonema 129 140
Caonis 22 22
Trtcorythodes 22 32
Total
Plecoptera
Louctridae
Trichoptera
Chimarra
Hydropsycha 43 43
Cheumatopsyche 366
Hydropsychidae P. 1 1
Leucotrichia
Anagopetus
Total
Coleoptera
Psephenus 1 1
Helicus 1 1
Stenalmis 22 43
Dubiraphia
Serosus 22 118
Pattodytes
Laccobius
Total
Megaloptera
Corydalis
Diptera
Limnophora
SImulidae
Antocha
Jipula
Hemerodromia
Probe&ia
Chironomidae P. 11
AUabesmyia 75 32
Pmctadius
Tanypus
Pantaneura
Dlcrotendipes 1 1
Potypedilum 22
Chtronomus
Glyptotendlpes
Cryptochironomus 1 1
Trlbalos
Rheotunytarsus
Tanytarsus 1
Corynoneura
Cricoplopus 54 32
Psectrocladius 32
Trichoctadius
Micropsectra
Nanocladius
Total
3 Mean

97 47
2,293 1,206
237 169
43 29
43 32
1,483




151 93
1,195 520
11 7


620

4
4
11 25

151 97


130









22 11
97 68



4
7


4


11 7

97 61
11



173
1

32
97
43
172
22





11
161





22
11
54
11
22




11



54



291
420



108
22



194

118

1,109
54


151

2

11
108
11
118
22





11
172






22
11

11




11

11

11



366
549



194




140

495

1,119
86


54

3

22
75
108
75
11






65

22



11
11
43

11




22



65



226
581



118
11



97

624

893
118


65

Mean

22
93
54
122
18
309




7
133

7

147

11
14
36
4
14


79

14

4

43



298
517



140
11


.
144

413

1,041
86


90
2,787
1 2 3 Mean


1,033 969 420 807



807




75 32 36
54 1,281 151 495
108 54 54

32 11
596



11 32 14




14





22 75 32 43



75 86 32 65
86 161 65 104



22 7






75 11 32 39

1,022 291 151 488




746
E-12

-------
Table E-10,   (Continued)
                           Head Waters (FO)
Barton Branch (B1)
Tarrant Creek (T1)

Odonata
Dromogomphus
Boyeria
Argia
Hetaerina
Other
Physa
Corbicula
Ferrissima
Planaria
Oligochaete
Nematoda
Decapoda
Lirceus
Hyalella
1 2 3 Mean 1 2 3 Mean



11 11 7 65 22


11 4

22 11 11
420 280 291 330
32 43 25 312 237 603 384
11 11 22 14

323 549 183 352

1 2 3 Mean




11 4




388 549 22 319
54 301 388 248
11 4

398 452 258 370

Table E-11.    Occurrence of Benthic Macroinvertebrates of Five Mite Creek From Quantitative and Qualitative Samples,
              October 1983

                                                                 Sampling Station
Taxa
Ephemeroptera
Isonychia
Baetis
Stenonema
Caenis
Tricorythodes
Plecoptera
Leuctridae
Trichoptera
Chimarra
Hydropsyche
Cheumatopsyche
Hydropsychidae pupae
Leucotrichia
Anogapetus
Coleoptera
Psephenus
Helicus
Stenelmis
Dubiraphia
Berosus
Peltodytes
Laccobius
Megaloptera
Corydalis
Diptera
Limnophora
Simuliidae
Antocha
Tipula
Hemerodromia
Probezzia
Chironomidae pupae
Ablabesmyia
Procladius
Tanypus
Pentaneura
Dicrotendipes
Polypedilum
Chironomus
Glyptotendipes
Cryptochironomus
1

X
X
X

0

o

o
o
X
o
o


X
o
X

0



o


o
o
o


X
o








2356

X
X
o

X




X O
o

0


o

X O O

X X
X


o





o o
X
O X X X
X O O X
o o
0 X
o

o o o
o o o
o
0
789

X
XXX
XXX
X
XXX




O X X
XXX
X
X O O




O X X
X O
o



XXX





X
o
XXX
X X O
O X O
o

o
XXX
X

o
FO

X
X
X
X
X




X
X
o



o
X
X

X

X




X




o
o



o
o


o
B1

o
X
X
X
o



X
0
X

X


o
o
X
X
X



o

0

X



X
0



0
X



T1

X
X
X






X
X
o

o



X

X



X



X



X
X



0
X



                                                                                    E-13

-------
Table E-11. (Continued)

Taxa
Tribelos
Rheotanytarsus
Tanytarsus
Corynoneura
Crlcotopus
Psectrocladius
Trichocladius
Micropsectra
Nanocladius
Odonata
Dromogompbus
Boyeria
Argla
Hetaerina
Oligochaeto
Miscellaneous
Physa
Corbicula
Ferrissia
Tricladida
Nematoda
Dccapoda
Llrceus
Hyatatla
Total No, Taxa'*'
w Qua),
Community Loss Index
(Qual. Si Quant.)
'•'Multiple life stages, higher


1

X

o
X







X

o


o
o
o


X


26




2




X







X

X


o
o
o
o
o
o


12

1.33
taxonomic levels,


3




X
o






o

X

o

o


o



15

1.27

Sampling Station
5 6 7 8 9 FO B1
X
XXX
0 X X X 0 X
O X O
O X X O X O X
O X O O O
o
o
o o

X O
X
O X O X O
X X
X X X X O O X

X X X O O
X XX
O X X X O O
X X
o o o o
XXX
OX XX


11 27 26 23 25 24 29

2.00 0.33 0.46 0.52 0.40 0.42 0.24


T1


X

X



X




o
X




X
o

X
X

20

0.60
Oligochaeta and Nematoda not included in number of taxa.
Note: o = presence of species in quantitative samples
only.

x » presence of species in qualitative samples (may include quantitative samples).
Tablo E-12. Community
brates From
Data
for Benthio
Macroinverte-
Tributaries to Five Mile
Creek,

October 1983

Parameter
Total Densities (No..m2)
Total No, Taxa<»!
Community Loss lndexlb|
Diversity Index1*1
Evenness
Redundancy

FO
2,768
20
0.60
2.75
0.61
0.40
Sampling
B1
4,123
28
0.29
3.68
0.74
0.26
Station
T1
3,108
13
1.31
3.07
0.75
0.25
B2
473
18
1.73
3.54
0.85
0.17







'•'Multiple life stages, higher taxonomic levels, Oligochaeta,
  and Nematoda not included in number of taxa.
•""'Calculated using Station 1 as reference station.
tclCalcuIated on log base 2.
                            £-14

-------
Table E-13.    Qualitative Sampling of Benthic Macroinvertebrates From Five Mile Creek, Birmingham, Alabama, October 1983
                                                                  Sampling Station

Ephemeroptera
Isonychia
Baetis
Stenonema
Caenis
Tricorythodes
Trichoptera
Hydropsyche
Cheumatopsyche
Hydropsychidae pupae
Leucotrichia
Coleoptera
Psephenus
Stenelmis
Dubiraphia
Berosus
Peltodytes
Megaloptera
Corydalis
Diptera
Hemerodromia
Probezzia
Chironomidae pupae
Ablabesmyia
Procladius
Tanypus
Dicrotendipes
Polypedilum
Rheotanytarsus
Tanytarsus
Corynoneura
Cricotopus
Psectrocladius
Odonata
Dromogomphus
Boyeria
Argia
Hetaerina
Other
Physa
Corbicu/a
Ferrissia
Planaria
Oligochaete
Decapoda
Lirceus
123567

7 3
11 1 114
17 1

1 7

1
6 26

1

1
10 1

4 2
6

8

1
1
1 3 1 14 10
9 1 2

1
10
1
10 4 1
17

121 26 7
1



43 9
3

1 1 1
1
2 1
1
17233
1 1
1 1
8


193
115
1
90

1
53




1
20



13



3
5
4

2

2
6
2



2
2




218
2

5
1

9

6
13
6

2

14
1
1



1




2



3



1


2

2








52





                                                                                   F-/5

-------
Tablo E-14.
Qualitative Sampling of Benthic Macroinver-
tebrates From Tributaries to Five Mile Creek,
Birmingham, Alabama, October 1983
                         Station
                               FO
                            B1
                                                      T1
Ephemoroptera
tsonychia
Baotls
Stenonema
Caenis
Trlcorythodes
Trichoplera
Chlmarra
Hydropsyche
Cheumatopsyche
Leucotrichia
Coleoptera
Holicus
Stanelmis
Dubiraphia
Boro$us
Laccobius
Mogaloptera
Corydalis
Diptora
Simuiiidae
Antocha
Chironomidae pupae
Abtabesmyia
Dicrotendipas
Tanytarsus
Crlcotopus
Nanocladius
Odonata
Argia
Hotasrina
Other
Planaria
Oligochaete
Lirceus
Hyatella

7
126
39
3
5


12
33


1
2

36
1



1








2
1

11

1



4
2
2


1

1
1


1
1
1





1
3

1
5
2






1
31


1
96
1




1
12



2

1


1


1
1
1
2
2
6
1




10
10
61
2
Table E-15,    Synopsis of Benthic Invertebrate Data From Five Mile Creek, Birmingham, Alabama, October 1983 (No./m2)
                                                                   Station
       Parameters
                                                                                                FO
                                                                                                        B1
                                                                                                                 T1
Density organisms
No, taxa
Density mayflies
Percent mayflies
Density caddisflies
Percent caddisflies
Density chironomids
No, chironomids genera
Percent chironomids
No, oligochaoies
Percent oligochaetes
No, Corbicula
Percent Corbicula
Taxa in qual. only
Total toxa
Additional chironomid
taxa from qual.
4,475
28
1,806
40.36
1,956
43.71
280
4
6,26
7
0.16
4
0.09
1
29

1
361
12
7
1.94
4
1.11
140
1
38.78
140
38.78
4
1.11
1
13

1
1,671
16

4
0.24
654
6
39.14
736
44.05


3
19


978
11


374
8
38.24
578
59.10


1
12


3,598
26
147
4.09
162
4.50
2,922
11
81.21
205
5.70
47
1.31
2
29


3,521
23
653
18.55
169
4.80
2,508
11
71.23
68
1.93


5
28

1
6,220
20
3,711
59.66
582
9.36
193
6
3.10
54
0.88
1,611
25,90
6
26

1
5,380
27
1,155
21.47
560
10.41
2,391
9
44.44
158
2.94
836
15.54
0
27


2,768
22
1,483
53.58
620
22.40
162
7
5.85
25
0.90


4
26


4,132
30
309
7.49
147
3.56
2,740
8
66.46
384
9.29


1
31


3,108
16
807
25.97
596
19.18
638
4
20.53
248
7.98


7
23

2
£-16

-------
Table E-16. Analysis of Variance and Tukey's Studentized Range Test Results for Major Groups of Benthic Macroinverte-
brates. Five Mile Creek, February 1983
Chironomidae
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
Dependent Variable:
Source
Model
Error
Corrected total

Station
{mean In count)
In count
df
7
16
23

6
(4.0)

4n count
df
7
16
23

1
(2.6)

In count
df
7
16
23

4
(4.5)

In count
df
7
16
23

1
(2.4)

Sum of Mean
Squares Square
25.07 3.58
10.37 0.65
35.44
Tukey's Studentized Range Test
3748
(3.0) (2.9) (2.7) (2.3)


Ephemeroptera

Sum of Mean
Squares Square
22.57 3.22
2.39 0.15
24.96
Tukey's Studentized Range Test
3248
(1.9) (1.5) (0.4) (0.4)

Oligochaeta

Sum of Mean
Squares Square
36.31 5.19
19.77 1.24
56.08
Tukey's Studentized Range Test
6375
(2.7) (2.1) (2.0) (2.0)

Trichoptera

Sum of Mean
Squares Square
14.69 2.10
2.77 0.17
17.45
Tukey's Studentized Range Test
7862
(1.0) (0.7) (0.5) (0)


F Value PR > F
5.52 0.0023

5 1 2
(2.0) (1.0) (0.7)




F Value PR > F
21.58 0.0001

675
(0) (0) (0)


F Value PR > F
4.20 0.0083

8 2 1
(1.5) (1.1) (0)



F Value PR > F
12.14 0.0001

345
(0) (0) (0)

E-17

-------
Table E-17.    Analysis of Variance and Tukey's Studentized Range Test Results for Key Species of Benthic Macroinvertebrates,
              Five Mile Creek, February 1983
                                                  Cricotopus tremulus
Dependent Variable:   In count
Source
Model
Error
Corrected total

Station
(mean In count)
df
7
16
23

6
(36.7)

Sum of
Squares
22.87
10.56
33.43
Tukey's Studentized
3 4
(15.7) (12.3)


Mean
Square
3.27
0.66
Range Test
7 5
(11.0) (5.0)


F Value
4.95

8
(4.7)


PR>F
0.0039

2 1
(1.7) (0.7)

                                                    Tubifex tubifex
Dependent Variable:  in count
Source
Model
Error
Corrected total

Station
(mean In count)
df
7
16
23

4
(4.0)

Sum of
Squares
41.13
21.27
62.40
Tukey's Studentized
5 6
(1.7) (1.1)


Mean
Square
5.88
1.33
Range Test
3 1
(0.5) (0)

F Value PR > F
4.42 0.0066

278
(0) (0) (0)

                            £-18

-------
Table E-18, Abundance Statistics for
Taxa Station
Ephemeroptera
(mayflies)






Trichoptera
(caddisflies)






Chironomidae
(midges)






Oligochaeta
(worms)






1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
Major Benthic
Mean
161.97
41.43
71.57
7.53
0.00
0.00
0.00
7.53
128.07
0.00
0.00
0.00
0.00
11.30
18.83
15.07
26.37
30.13
233.53
195.87
82.87
791.00
203.40
131.83
0,00
33.90
79.10
2,041.53
188.33
218.47
75.33
67.80
Taxa, Five Mile Creek,
Standard
Deviation
94.77
6.52
13.05
13.05
0.00
0.00
0.00
13.05
76.92
0.00
0.00
0.00
0.00
19.57
6.52
13.05
28.44
52.19
66.21
154.25
47.05
560.12
92.49
123.96
0.00
40.74
22.60
1,865.88
287.28
202.25
23.52
67.80
February 1983
Standard
Error
54.71
3.77
7.53
7.53
0.00
0.00
0.00
7.53
44.41
0.00
0.00
0.00
0.00
11.30
3.77
7.53
16.42
30.13
38.23
89.06
27.16
323.39
53.40
71.57
0.00
23.52
13.05
1,077.27
165.86
116,77
13.58
39.14
95% Confidence
Lower C.I.
-73.47
25.23
-24.88
-24.88
0.00
0.00
0.00
-24.88
-63.02
0.00
0.00
0.00
0.00
-37.32
2.63
-17.35
-44.28
-99.53
69,04
-187.34
-34.01
-600.53
-26,39
-176.12
0,00
-67.32
22.95
-2,593.9
-525.37
-283.98
16.89
-100,64
Interval
Upper C.I.
397.40
57,64
39.95
39.95
0.00
0.00
0.00
39.95
319.16
0.00
0.00
0.00
0.00
59.92
35.04
47.48
97.02
159.80
398.03
579.07
199.74
2,182.53
433.19
439.78
0.00
135.12
135.25
6,677.01
902.04
720.91
133.77
236.24
£-19

-------
Tablo E-19, Abundance Statistics
Taxa Station
Ephemeroptera
(mayflies)






Trichoptera
(caddisflies)






Chironomidae
(midges)






Oligochaeta
(worms)






1
2
3
5
6
7
8
9
1
2
3
5
6
7
8
9
1
2
3
5
6
7
8
9
1
2
3
5
6
7
8
9
for Major Benthic
Mean
1,805.00
7.33
0.00
0.00
147.33
653.33
3,709.67
1,155.00
1,955.33
3.67
3.67
0.00
161.67
168.67
582.00
560.00
280.33
139.67
653.00
356.00
2,925,00
2,509.67
194.33
2,368.00
7.33
139.67
735.33
577.67
204.33
68,33
54.00
158.00
Taxa, Five Mile Creek,
Standard
Deviation
588.11
6.35
0.00
0.00
93.47
328.85
1,128.44
473.08
1,320.33
6.35
6.35
0.00
140.12
217.94
519.56
596.67
163.05
67.17
280.57
177.49
1,150.90
454.88
78.21
1,131.30
6.35
180.89
374.18
34.79
130.94
65.68
11.00
96.69
October 1983
Standard
Error
339.55
3.67
0.00
0.00
53.97
189.86
651.51
273.13
762.29
3.67
3.67
0.00
80.90
125.83
299.97
344.49
94.14
38.78
161.98
102.47
664.47
262.63
45.16
653.16
3.67
104.44
216.04
20.09
75.60
37.92
6.35
55.82
95% Confidence
Lower C.I.
343.92
-8.44
0,00
0.00
-84.89
-163.65
906.23
-20.29
-1,324.8
-12.11
-12.11
0.00
-186.43
-372.77
-708.76
-922.32
-124.74
-27.22
-44.02
-84.93
65.78
1,379.59
0.02
-442.53
-8.44
-309.72
-194.27
491.24
-120.98
-94.85
26.67
-82.21
Interval
Upper C.I.
3,266.08
23.11
0,00
0.00
379.55
1,470.32
6,513.10
2,330.29
5,235.48
19.44
19.44
0.00
509.76
710.10
1,872.76
2,042.32
685.40
306.55
1,350.02
796,93
5,784.22
3,639.74
388.64
5,178,53
23.11
589.05
1,664.94
664.10
529.64
231.51
81.33
398.21
£-20

-------
Table E-20. Analysis of Variance and Tukey's Studentized Range Test Results for Major Groups of Benthic Macroinverte-
brates, Five Mile Creek, October 1983
Chironomidae
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
In count
df
7
16
23

6
(5.5)


Sum of
Squares
31,21
3.03
34,24
Tukey's Studentized
7 9
(5.4) (5.3)


Mean
Square
4.46
0.19
Range Test
3 5
(4.1) (3.5)


F Value PR > F
23,53 0.0001

1 8 2
(3.2) (2.9) (2.6)

Ephemeroptera
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
In count
df
7
16
23

8
(5.8)


Sum of
Squares
120.93
3.04
123.97
Tukey's Studentized
1 9
(5.1) (4.6)


Mean
Square
17,28
0.19
Range Test
7 6
(4.0) (2.5)


F Value PR > F
91.02 0.0001

23 5
(0.5) (0) (0)

Oligochaeta
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
In count
df
7
16
23

3
(4.2)


Sum of
Squares
32.53
10.37
42.91
Tukey's Studentized
5 6
(4.0) (2.9)




Mean
Square
4,65
0.65
Range Test
9 2
(2.6) (1.9)




F Value PR > F
7.17 0.0006

8 71
(1.8) (1.7) (0,5)


Trichoptera
Dependent Variable:
Source
Model
Error
Corrected total

Station
(mean In count)
In count
df
7
16
23

1
(5.1)

Sum of
Squares
68.28
26.02
94.30
Tukey's Studentized
8 9
(3.4) (3.1)

Mean
Square
9.75
1,63
Range Test
7 6
(2,3) (2.1)

F Value PR > F
6.00 0.0015

325
(0.2) (0.2) (0)
£-27

-------
Table E-20. (Continued)

Dependent Variable: In count
Source
Model
Error
Corrected total

Station
(mean)



df
7
16
23

6
(19,0)

Tnblo E-21. Analysis of Variance and
Five Mile Creek, October

Dependent Variable: In count
Source
Model
Error
Corrected total

Station
(mean In count)


df
7
16
23

3
0.8)


Benthic Number

Sum of
Squares
535.62
105.33
640.96
Tukey's Studentized
1 9
(18,3) (17,7)


of Taxa

Mean
Square
76.52
6.58
Range Test
7
(16.0)


Tukey's Studentized Range Test Results for
1983
Argia spp

Sum of
Squares
7.21
4.18
11.39
Tukey's Studentized
5 9
(1.1) (0.7)



Mean
Square
1.03
0.26
Range Test
7
(0.5)




F Value PR > F
11,62 0.0001

8352
(14.7) (10.3) (7.7) (6.0)



Key Species of Benthic Macroinvertebrates,


F Value PR > F
3.94 0.0109

2186
(0,4) (0.4) (0) (0)

Baetis spp.
Dependent Variable: In count
Source
Model
Error
Corrected total

Station
(mean In count)

df
7
16
23

8
(5.3)


Sum of
Squares
88.81
16.91
105.71
Tukey's Studentized
7 1
(3.9) (3.5)


Mean
Square
12.69
1.06
Range Test
9
(3.0)


F Value PR > F
12.01 0.0001

6352
(2.1) (0) (0) (0)

Corbicula spp.
Dependent Variable: In count
Source
Model
Error
Corrected total

df
7
16
23

Sum of
Squares
69.02
11.40
80.42

Mean
Square
9.86
0.71

F Value PR > F
13.84 0.0001
£-22

-------
Table E-21.     (Continued)
                                            Tukey's Studentized Range Test
  Station
  (mean In count)
Dependent Variable:  In count
 9
(4.3)
 8
(3.9)
 6
(1.3)
 2
(0.2)
 1
S0.2)
3
(0)
7
(0)
  5
  (0)
  Station
  (mean In count)
  9
(4.9)
                                                   Cricotopus spp.
Source
Model
Error
Corrected total
df
7
16
23
Sum of
Squares
69.08
5.83
74.91
Mean
Square
9.87
0.36
F Value
27.08
PR>F
0.0001
                                            Tukey's Studentized Range Test
  7
(4.8)
 6
(4.8)
 3
(3.1)
 2
(2.5)
 8
(1.4)
 5
(0.7)
 1
(0.7)
Table E-22.    List of Fish Species and Families Collected From Five Mile Creek, Birmingham, Alabama, February 1983

    Family                                       Scientific Name                                      Common Name
Cyprinidae
  (minnow)
Castostomidae
  (sucker)

Poeciliidae
  (livebearers)

Centrarchidae
  (sunfish)
                Notemigonus crysoleucas
                Semotilis atromaculatus
                Campostoma anomalum
                Notropis chrysocephalus
                N. venustus

                Hypentelium etowanum
                Moxostoma duquesnei

                Gambusia affinis
                Lepomis cyanellus
                L. macrochirus
                L. megalotis
                L. micmlophus
                Micropterus punctulatus
                Lepomis x Lepomis
                                                        Golden shiner
                                                        Creek chub
                                                        Stoneroller
                                                        Striped shiner
                                                        Blacktail shiner

                                                        Alabama hog sucker
                                                        Black redhorse

                                                        Mosquitofish
                                                        Green sunfish
                                                        Bluegill
                                                        Longear sunfish
                                                        Redear sunfish
                                                        Spotted bass
                                                        Hybrid sunfish
Percidae
(perches!
Cottidae
(sculpins)
Percina nigrofasciata
Cottus carolinae
Blackbanded darter
Banded sculpin
                                                                                    £-23

-------
Table E-23.    Numbers of Fish Collected From Black Creek
              Near Birmingham, Alabama, February 1983

      Species                                  Station B2
Golden shiner
Creek chub

Blacktail shiner
Mosquitofish

Groan sunfish
Bluogill

Hybrid sunfish

Total  number of fish
Total  fish species
 1
 5

20
 5

26
 1
59
 7
Table E-24.    Shannon-Wiener Diversity Indices, Associated Evenness and Redundancy Values, and Community Loss Index for
              Fish Data From Black Creek, February 1983
Station
B2
Diversity !al
1.9733
Evenness
0,7029
Redundancy
0.3015
Number of
Species
7
Number of
Individuals'"1
157
Community
Loss
lndex(c)
0.7143
'•^Calculated on a log base 2,
iblAbundance in number per 1,037.3 m2 (sampling area).
''•Calculated using Station 1 as a reference station.
Table E-2S.     Numbers of Fish Collected From Tributaries to
               Five Mile  Creek,  Birmingham, Alabama,
               October 1983
                                  Sampling Station
Species
Stoneroller
Creek chub
Alabama hog sucker
Mosquitofish
Spotted bass
Largemouth bass
Green sunfish
Longear sunfish
Hybrid sunfish
Sunfish sp.
Rcdfin darter
Banded sculpin
Total number of fish
Total fish species
FO
101
1
4
4
7
1
1


1
2

122
8
T1
254
21






1

1
48
325
4
B1
220
10
8

4

19
1


3
27
292
8
                            E-24

-------
Table E-26. List of Fish Species and Families Collected From Five Mile Creek and Tributaries, Birmingham, Alabama, October
1983
Family
Cyprinidae
(minnows)
Catostomidae
(suckers)
Ictaluridae
(catfishes)
Cyprinodontidae
(kiliifishes)
Poeciliidae
(livebearers)
Centra rchidae
(sunfishes)
Percidae
(perches)
Cottidae
(sculpins)
Scientific Name
Campostoma anoma/um
Semotitus atromacuiaws
Notropis chrysocephalus
Notropis venustus
Pimephales vigilax
Hypentelium etowanum
Moxostoma duquesnei
Ictalurus punctatus
Fundulus olivaceus
Gambusia affinis
Micropterus punctulatus
Micropterus salmoides
Lepomis cyanellus
Lepomis megalotis
Lepomis macrochirus
Etheostoma whippiei
Cottus carolinae
Common Name
Stoneroller
Creek chub
Striped shiner
Blacktail shiner
Bullhead minnow
Alabama hog sucker
Black redhorse
Channel catfish
Blackspotted topminnow
Mosquitofish
Spotted bass
Largemouth bass
Green sunfish
Longear sunfish
Bluegill
Redfin darter
Banded sculpin
Table E-27. Mean Densities (No./liter) of Plankton From
Tributaries to Five Mile Creek, Birmingham.
Alabama, October 1983
Organisms FO
Crustaceans
Copepods
Nauplii 0,09
Cladocerans 0.09
Rotifers
Large Braehionidae 4.05
Small Braehionidae 0.64
Philodina
Algae
Desmids 1 .64
Pediastrum 9,72
Ceratium 0.73
Solitary diatoms 6,397
Filamentous green 1.36
Other
Chironomidae
Nematoda
Tardigrade 0.54
Total organisms
minus algae 6.87
Total crustaceans 0.18
Total rotifers 5.74
B1 T1
0.04
0.07
0.04
1.90 0.53
0.47
1.05 0.07
0.76 0,08
0.65 0.61
2,066 359
1.57
0.16
0.34
3.02 0.60
0.08 0.07
2.44 0.53







£-25

-------
Tabla E-28.    Mean Densities (No./liter) of Plankton From Five Mile Creek, Birmingham, Alabama, October 1983

                                                                  Sampling Station
Organisms
Crustaceans'*5
Copepods
Nauplii
Cladocerans
Rotifers*'
Ploima
Flosculariacea
Bdoiloida
Algae
Dosmids
Patiiestrum
Ceratium
Staurastrum
Solitary diatoms
Filamentous diatoms
Filamentous green
Other
Chironomidae
Nomatoda
Tardiagrada
Total organisms
minus algae
Total crustaceans
Total rotifers
1


0.15


1.27
0.02


1.00
0.12


298,60

1.93

0.27
0.08
0.04

1.83
0.15
1.29
2

0.02
0.05
0.02

2.17

0.12

0.36
1.87
0.05

272.16

2.84

0.02
0.04


2.44
0.09
2.29
3

0.17
1.18
0.40

4.69
0.05
0.54

1.75
8,69

1.07
406.44

6.25

0.33



7.36
1.75
5.28
5

0.09
1.39
0.40

36.96

0.62

1.67
1.49

0.23
218.67

2.27





39.64
1.88
37.58
6

0.12
4.58
1.73

44.46
0.12
0.24

2.96
4.14


1,606

12.33

0.06



51.31
6.43
44.82
7


2.30
0.14

45.65

1.51

2.14
1.90


128.1



0.11
0.18


50.22
2.44
47.16
8


0.17
0.11

0.40

0.10

0.29
0.46


24.48







0.78
0.28
0.50
9


0.18


13.37



2.23
0.68


235.3
360.9


0.39

0.04

13.98
0.18
13.37
"'Species identifications of crustaceans are listed in Table 13-1.
!b'Species identifications of rotifers are listed in Tables 13-1 and E-29.
Station 1 Station 2
Taxa
Brachionus angularis
B. calyciflorus
B. urceolaris
Euchlanis
Kelttconia longispina
Keratetla sp.
Keratalla cochlearis
var. hlsplda
Macrochaotus sp.
Mytitlna sp.
Platyas quodricornis
Trichotria sp.
Lopadella sp.
Lecane sp.
Monastyla bulls
Proales sp.
Cephalodella sp.
Trichocerca sp.
Ascomorpha sp.
Asplanchna sp.
Filinla sp.
Testudinella sp.
Philodinidae
Total Taxa
Rep. 1
0.48
0.05

0.79



0.02



0.02
0.15

0.08

0.08
0.13





9
Rep. 2 Rep. 1
0.34


0.34 1.47

0.02

0.02




0.02

0.05 0.19

0.08




0.03
0.03
4 7
Rep. 2
0.21


1.32



0.01
0.03


0.03
0.22
0.18
0.30

0.19
0.04




0.22
10
Station 3
Rep. 1
0.40


1.60



1.66



0.10
0.37
0.07
0.20

0.23
0.86


0.10

0.53
11
Rep. 2
0.32


1.30



0.87




0.25
0,04
0.32

0.18
0.61




0.54
9
Station 5
Rep. 1
29.89
10.31
0.18
0.35





0.35


0.35

0.53

0.53
0.18




1.24
10
Rep. 2
22.3
6.03

1.10
0.18


0.18









0.55
0.55
0.36



8
Station 6
Rep. 1
22.92
12.65

5.01



0.24




0.24

0.24

1.90
1.19



0.24
0.24
10
Rep. 2
23.28
13.16

5.06



1.26






0.25

1.01
0.50




0.25
8
Station 7
Rep. 1
0.85
0.42

0.28



0.14




0.71

28.22
13.75
0.14
0.28

0.14


0,99
11
Rep. 2
2.71


0.27



0.14




1.36

20.47
20.88



0.54


'2,03
8
                             E-26

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Table E-29. {Extended}
Station 8
Taxa Rep. 1 Rep. 2
Brachionus angularis 0.1 1
B. calyciflorus
B. urceotaris
Euchlanis 0.11 0.04
Kellicottia longispina
Kerate/la sp.
Keratella cochlearis
var. hispida
Macrochaetus sp.
Mytilina sp.
Platyas quadricornis
Trichotria sp.
Lepadella sp. 0.04
Lecane sp.
Monastyla bulla 0.31 0.15
Proales sp.
Cephalodella sp. 0.04
Trichocerca sp.
Ascomorpha sp.
Asplanchna sp.
Filinia sp.
Testudinella sp.
Philodinidae 0.15 0.04
Total Taxa 6 3
Table E-30. Presence of Crustacean
Station 1
Taxa Rep. 1 Rep. 2
Cyclopoid copepod
Bosmina longirostis
Oxyurella tennicardis
Alona guttata or
A. reticulata
Moina micrura
Streblocerus
serricandatus
Total Taxa 0 0
Table E-30. (Extended)
Station 8
Taxa Rep. 1 Rep. 2
Cyclopoid copepod
Bosmina longirostis
Oxyurella tennicardis X
Alona guttata or
A. reticulata
Moina micrura
Streblocerus
serricandatus X
Total 2 0

Station 9 Station FO Station B1 Station T1
Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2
0.06 0.15


13.06 13.18 3.68 2.49 3.45 2.58 0.38 0,66



0.09

0.06
0.07
0,09 0.21
0.14 0.15 1.03 0.77 0.34 0.37
0.07 1.21 0.77 0.49 0.95
0.58 0.18 0.20 0,63 0.15
0.07
0.36 0.37 0.34 0.16
0.04 0.15 0.34


0.04 0.21
0.02
2.38 1.51 0.02 0.26
5 1
Taxa in Five Mile Creek and Tributaries, Birmingham, Alabama, October 1983
Station 2 Station 3 Station 5 Station 6 Station 7
Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2
XXXXXXXXXX
X
X X

XXX j X X X X X
X X X X X

XX X
1 244234423

Station 9 Station FO Station B1 Station T1
Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2 Rep. 1 Rep. 2 Total
XX 12
1
3

8
4

4
1 1 33
£-27

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