INTERSTATE  POLLUTION OF OHIO RIVER
WHEELING, W.VA. - STEUBENVILLE, OHIO AREA
                           U.S. ENVIRONMENTAL PROTECTION
                                AGENCY
                                REGION III

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        A REPORT ON POLLUTION




          OF THE OHIO RIVER




               IN THE




    WHEELING, WEST VIRGINIA AREA
U. S. ENVIRONMENTAL PROTECTION AGENCY
               REGION III
           SEPTEMBER  1971

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                         TABLE OF CONTENTS




                                                            Page




List of Tables                                                ill




List of Figures                                                iv




Introduction                                                    1




Summary                                                         3




Conclusions                                                     5




Recommendations                                                 7




Area                                                            9




Water Uses                                                     13




      Present Uses                                             13




      Water Uses as Defined by Water Quality Standards         16




      General Water Quality Criteria                           16




Sources of Waste                                               21




Effects of Pollution on Water Quality and Uses                 29




Effects of Pollution on Aquatic Life                           41




Bibliography                                                   57
                              ii

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                        List of Tables






1.  Current Approved Specific Criteria - Ohio River




2.  Ohio's Temperature Criteria for the Ohio River




3.  Sources of Municipal Wastes - Ohio River




4.  Industrial Sources of Wastes - Ohio River




5,  Sampling Stations, Special Study - EPA - Ohio River,




    July - August 1970




6.  Biological Sampling Stations




7.  Fish Flavor Evaluation - Ohio River - August 1970
                             iii

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                       List of Figures






1.  Location Map, Ohio River, Wheeling Area




2.  Location of Sampling Stations and Mile Points




3.  Coliform Densities, Ohio River, July - August 1970




4.  Composition of Bottom Samples Collected with Basket




    Samplers, Ohio River, July - August 1970




5.  Composition of Suspended Algae, Ohio River, July 27




    and August 3, 1970




6.  Concentrations of Chlorophyll in the Ohio River,




    July 27 and August 3, 1970




7.  Composition of Attached Growths, Ohio River, August 1970




8.  Quantity of Chlorophyll in Attached Growths, Ohio River




    July - August 1970
                             iv

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                           INTRODUCTION






     On the basis of reports, surveys or studies, the Administrator




of the U. S. Environmental Protection Agency, having reason to be-




lieve that pollution from sources in Ohio and West Virginia was




endangering the health or welfare of persons in Ohio and West Vir-




ginia, called a conference of the States of Ohio and West Virginia,




the Ohio River Valley Water Sanitation Commission (ORSANCO) and the




U. S. Environmental Protection Agency (EPA) on the interstate pollu-




tion of the Ohio River.  The conference was called in accordance




with Section 10(d) of the Federal Water Pollution Control Act, as




amended (33 U.S.C. 1160).




     The purpose of this report is to delineate the characteristics




of this pollution of the Ohio River; the municipal and industrial




sources of this pollution; the effects of this pollution upon water




quality and water uses; the adequacy of present wastewater treatment




facilities; and future abatement requirements.




     This report on pollution of the interstate waters of the Ohio




River is based upon:  previous reports;  data and other material




obtained from ORSANCO and the U. S. Geological Survey (USGS); in-




formation furnished by other Federal,  State, and local agencies




and individuals; official records of the Department of the Interior;




and data obtained by EPA, formerly Federal Water Quality Administra-




tion, during field studies in July and August 1970.

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     The U. S. Department of Justice has already filed civil




injunctions against five industries within the conference area.




These are the Wheeling-Pittsburgh Steel Corporation plants at




Steubenville, Ohio and Follansbee, West Virginia, the Koppers




Company at Follansbee, West Virginia, Valley Camp Coal Company




at Triadelphia, West Virginia, and Weirton Steel Division of




the National Steel Corporation at Weirton, West Virginia.

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                             SUMMARY






     The portion of the Ohio River from Toronto, Ohio to




McMechen, West Virginia, is the subject of this report.  The




river is used commercially for transportation of goods and




industrial water supply.  People in the area use the river for




water supplies, pleasure boating and a small amount of fishing.




     The river water quality is degraded throughout the area




from Toronto, Ohio, to McMechen, West Virginia.  Sludge banks,




oil slicks, medicinal tasting phenols and harmful substances were




found polluting the river.  Bacteria were found in numbers exceed-




ing .the Federally approved standards set by the States.  The pres-




ence of disease-producing bacteria was also verified.  Other harmful




substances found in excessive concentrations in the river include




cyanide and lead.




     Fish population studies of this area are characterized by an




abundance of predominately pollution tolerant species.  Good tast-




ing fish were brought in and placed in wire baskets at selected




points in this study area.  Over a three day period, they acquired




various levels of off-flavors depending on the site.  Fish from a




site 0.6 miles downstream from the Koppers Company outfalls acquired




the most extreme off-flavor found.  Some of the fish at this site




died from the pollution in the river.  Studies of the bottom dwel-




ling organisms, suspended algae and attached growths were made in




this area by EPA biologists at the same time as the water quality




studies.  Samples collected downstream from several of the major

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industrial complexes indicated areas of serious degradation,




followed in nearly every case by zones of partial natural re-




covery.  All samples taken, however, indicated a degraded water




quality.




     The quality of the effluents from industrial outfalls was




found to be very poor.  Pollution from the industries which were




surveyed contributes to violations of Federal-State water quality




requirements for the Ohio River.  In addition, violations of




existing Federal laws concerning discharge of oil and refuse




were noted at industrial outfalls.

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                            CONCLUSIONS






1.  The Ohio River from Toronto, Ohio (river mile 60.0) to




    McMechen, West Virginia (river mile 96.1) is degraded by




    waste discharges from Ohio and West Virginia, causing




    interstate pollution which endangers health and welfare




    of persons in both States.




2.  The Ohio River from Toronto, Ohio to McMechen, West Virginia




    often contains -excessive amounts of oil, phenols, cyanide




    and other chemicals discharged by industries in the area.




    Oils and solids settle to the river bottom near the outfalls




    and form putrescent, objectionable sludge deposits.  Phenols,




    cyanide and other chemicals harm or kill fish and other




    aquatic life and taint the flavor of fish flesh; they also




    are a cause of much concern to municipal water supply operators,




3.  Several industries along the Ohio River from Toronto, Ohio to




    McMechen, West Virginia discharge wastes which cause visible




    pollution in the area of the outfalls.



4.  The Ohio River from Toronto, Ohio to McMechen, West Virginia




    often contains excessive densities of bacteria including



    pathogenic varieties which originate from untreated or inade-




    quately treated domestic sewage; as a result, the use of the




    Ohio River for any type of recreation is hazardous to human




    health.

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5.  The major sources of municipal and industrial wastes being




    discharged to the Ohio River from Toronto, Ohio to McMechen,




    West Virginia are:




         Munici pa1ities




           Toronto, Ohio




           Steubenville, Ohio




           Mingo Junction, Ohio




           Brilliant, Ohio




           Tiltonsville, Ohio




           Belmont County S. D. #1




           Weirton, West Virginia




           We 11sburg, West Virginia




           Beech Bottom,West Virginia




           Wheeling, West Virginia




           McMechen, West Virginia




         Industries




           Weirton Steel - Division of National Steel Corporation




           Wheeling-Pittsburgh Steel Corporation




           Koppers Company




6.  Many tributaries to the Ohio River from Toronto, Ohio, to




    McMechen, West Virginia, are polluted by mine drainage




    which impairs use of the streams for water supplies, water-




    based recreation and fish propagation, and it aesthetically




    damages and degrades property values.

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                          REGOMMENDATTONS


It is recommended that:

1.  All waste waters discharged to the Ohio River or its tribu-

    taries in the conference area from municipal and industrial

    sources, including active mining operations,  meet the follow-

    ing criteria:

    a.  the total oil concentration shall be less than or

        equal to 10 mg/1 and no irridescence shall be visible.

    b.  the concentration of settleable solids plus the concen-

        tration of suspended solids shall not exceed 30 mg/1.

    c.  pH shall be between six and nine standard units.

    d.  there shall be no net acidity concentration.

    e.  the total iron concentration shall be 7 mg/1 or less.

    f.  the discharge shall not contain amounts of the follow-

        ing substances which would cause the concentration in

        the receiving stream to exceed the acceptable level

        as specified in the most recent edition of the USPHS

        Prinking Water Standards:

        Arsenic                    Copper              Phenols
        Barium                     Cyanide             Selenium
        Cadmium                    Lead                Silver
        Chromium, hexavalent       Nickel              Zinc

    g.  the discharge shall not contain harmful or toxic material

        which kill over half the test organisms in a 96-hour bio-

        assay.

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2.  All municipal waste treatment plants  in the conference area




    shall provide a minimum of secondary treatment and adequate




    disinfection of their waste effluents.   Secondary treatment




    is defined as that which provides a minimum of 85 percent




    reduction of both suspended solids and  oxygen demanding




    material as measured by the 5-day biochemical oxygen demand




    (BOD^) test.  Adequate disinfection is  defined as that which




    provides an effluent which will contain a concentration not




    greater than 200 per 100 ml of fecal  coliform organisms as




    a geometric average value, nor greater  than 400 per 100 ml




    of these organisms in more than 10 percent of the samples




    tested.




3.  All industrial waste sources ere to provide,  as a minimum,




    the equivalent.of secondary treatment.




4.  All municipal and industrial waste sources including active




    mining operations in the conference area have treatment




    facilities installed and operating to meet the recommended




    criteria by December 31, 1974, except when completion is




    required earlier by the Federally approved water quality




    standards or by court decision.  Interim dates for all




    waste sources in the conference area  be submitted to the




    Conference Chairman within three months.




5.  All concentrations of materials be determined according to




    the procedures outlined in the latest edition of Standard




    Methods.

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                              AREA



     The Ohio River defines the boundary between West Virginia



and Ohio.  Figure 1 represents 36 miles of the river which are



the subject of this report.  Most of the towns in the study area



are situated along the river as shown in Figure 1.  About 165,000



people lived in all these towns in 1970, a decrease of approximately


                         1 2
seven percent since 1960. '



     Every second of the day an average of 36,000 cubic feet of



water comes down the river into the area under consideration here.



A drop of water in the river may take from 10 hours to 10 days to



pass through this area.  The average time of travel through this



area is 30 hours.  Tributary streams along this reach of the



river add an average of 1500 cubic feet of water per second to



the river.  The flow in the river at any given time is controlled



by the locks and dams.  Flows during this study ranged from 12,800



cfs to 53,600 cfs as calculated from data on the Pike Island Dam



releases.



     The Corps of Engineers maintains three locks and dams on



this reach of the Ohio River providing a nine foot pool depth for



year-round navigation.  The Pike Island Lock and Dam (Figure 1)



is the newest of the three.   The Pike Island locks provide a ver-



tical lift of 17.8 feet while the older locks at Warwood and



McMechen provide lifts of only 8.4 feet and 7.3 feet, respectively.



The upper 24 miles of the river in this area are on the pool main-



tained by Pike Island Dam.

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                   Toronto
                    MP60-
N
                  MP6!
            STEUBENVILLE
                           Follonsbc*
              Mingo Junction*
   OHIO
         WEST
            VIRGINIA
  Martin*
              WHEELING
.DAM 13
 >Mc Mechen
                          FIGURE  1
                         OHIO RIVER
                        Wheeling Area
          10

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     In this area, the river flows in a narrow valley about 600




feet deep.  Occasional islands and small flood plains exist at




wide parts of the valley.  At the upstream portion of the reach




of the river under consideration, the valley walls contain thick




clays, which are used in that area's ceramics industry.  Goal and




limestone appear on hilltops further downstream.  These deposits




are found closer down to the river as it flows south past Wheeling.




The combination of limestone and coal produces highly buffered




water draining from the many old surface mines in the area.  The




sulfate and iron from mine drainage have colored many tributary




stream beds red and orange.  Historically, it was the rich coal




veins in this area which brought the steel industry to Ifeirton,




Steubenville, and Wheeling.  Large electric generating plants




were built more recently.  These electric plants use some of the




worlds tallest smokestacks to carry smoke from their coal fired




boilers above the hilltops and spread it over ridges and valleys.




The older steel industry and the newer power generating plants




both depend on the river to carry fuel for their furnaces and to



supply water necessary for their operation.
                             11

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                         WATER USES






PRESENT USES




     The Ohio River from Toronto, Ohio, river mile 60.0, to




McMechen, West Virginia, river mile 96.1, is used primarily for




navigation and as a source for industrial water supplies.  Other




uses include municipal water supplies, recreation and fishing.




At the present time, there are no hydro-electric power plants on




the Ohio River in this area.




Municipal Water Supply




     Three communities in this reach use the Ohio River as a raw




source for water supply.  Toronto and Steubenville, Ohio and




Wheeling, West Virginia use the Ohio to supply approximately 113,900




people with 13.94 million gallons per day.  All other communities




along the river in this reach rely on ground water from infiltration




galleries, Ranney wells, and drilled wells for raw water sources.




Fishing




     Commercial fishing is non-existent on the Ohio River within




this study area.  However, the river is used for sport fishing




although the use is limited by the type of fish population (pre-




dominately carp, gizzard shad and channel catfish) and the edi-




bility of the fish.  Fishermen are also reluctant to fish in the




river because of the oil, scum, and debris that persist throughout




the area.
                             13

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Recreation


     Boating is the main recreational use of the Ohio River in


this area.  The Corps of Engineers reports that the 14 marinas,


ramps, or docks along the 36 miles of river between Toronto and


McMechen have a mooring capacity of 488 berths.  For comparison,


the 40 miles of river in Pennsylvania from Pittsburgh to the


Pennsylvania-West Virginia line has a mooring capacity of 185

                          •*
berths at nine facilities.


     Water contact recreation, such as water skiing and swimming,


is limited because of the oil and floating debris that persists


in most sections of the river.  More important, but not visible,


is the high concentration of bacteria, including pathogenic or-


ganisms, indicating the presence of a health hazard to persons


coming in contact with the water.


Industrial Water Supply


     The Ohio River from Toronto, Ohio to McMechen, West Virginia,


is used extensively by industries as a source of process and cool-


ing water.  Total water use is in excess of 2.8 billion gallons


per day, of which approximately 90 percent is used as once-through


cooling water for thermal electric power generation.  Two major


steel producers account for the majority of the remaining ten per-


cent, the bulk of which is used for cooling purposes.


Navigation


     Navigation is an integral part of the economic growth of
                             14

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this area.  Commercial barges carry an ever increasing quantity

of material over this reach as shown in the table below:

                 Millions of Tons through Pike Island Locks
     Year	Upstream	Poms tream

     1965               12.0                         4.5
     1967               14.1                         4.3
     1968               15.2                         4.6

The U. S. Army Corps of Engineers indicate that the following

tonnages of materials passed through the Pike Island Lock in 1968:

                      Total Tonnage in Millions of Tons
     Material	Upstream	Downstream

     Coal & Coke            8.1                  1.1
     Oil & Gasoline         3.6                  0.4
     Iron & Steel           0.7                  1.8
     Stone, Sand & Gravel   0.2                  0.2
     All Others             2.6                  1.1

The predominance of transportation of fuels is also reflected in

the types of terminal facilities in this area.  The following

table lists the number of terminals capable of handling the

specific material:

          Material                 Number of Terminals

          Coal & Coke                     16
          Oil & Gasoline                  10
          Iron & Steel                     6
          Sand & Gravel                    6

Some facilities can handle more than one type of material making

the above list non-additive.  A total of 37 separate terminals

exist,  but the above list does not include all the types of ter-

minals in the area.  Other terminals handle miscellaneous materials

or provide mooring services.
                             15

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WATER USES AS DEFINED BY WATER QUALITY STANDARDS




     In the establishment of Water Quality Standards, the States




listed the uses for each interstate stream in order to determine




the applicable water quality criteria.  The following delineates




the uses of the Ohio River as given by West Virginia and Ohio in




their respective Water Quality Standards, as approved by the




Federal Government:




West Virginia




          1.  Water Contact Recreation




          2.  Water Supply, Public




          3.  Water Supply, Industrial




          4.  Water Supply, Agricultural




          5.  Propagation of Fish and Other Aquatic Life




          6.  Water Transport, Cooling and Power




          7.  Treated Wastes Transport and Assimilation




Ohio




          1.  Public Water Supply




          2.  Industrial Water Supply




          3.  Aquatic Life - Warm Water Fish




          4.  Recreation




          5.  Agricultural Use and Stock Watering




GENERAL WATER QUALITY CRITERIA




     Each State's Water Quality Standards included criteria de-




signed to protect the water uses of the stream.  Specific approved




criteria by States are listed in Table 1.  The following is the
                             16

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                              TABLE 1

           Current Approved Specific Criteria-Ohio River
Ranges
    pH (Standard Units)

Maximums

    Temperature ( F)
        (May-November)
        (December-April)
    Temperature change (over natural)
    Threshold Odor No. & 60°C
    Total Coliforms /100 ml
    Fecal Coliform /100 ml
    Radioactivity   (ci/1)
        Gross Beta
        Dissolved Strontium-90
        Dissolved Alpha

Maximum Concentrations (mg/1)
  Toxic Substances
    Arsenic
    Barium
    Cadmium
    Chromium (hexavalent)
    Lead
    Silver
    Nitrates
    Phenol
    Cyanide
    Floride
    Selenium
    Iron (Total)
    Manganese (Total)
    Dissolved Solids
    Dissolved Solids
West Virginia

   6.0-8.5
Minimum Concentrations (mg/1)
    Dissolved Oxygen
    For 16 of any 24 hours
    Daily Average
     87U
     73°
      5°
      8*
   1000**
   1000
     10
      3
    0.50
    0.01
    0.05
    0.05
    0.05
   45.0
    0.001
    0.025
    1.0
    0.01
    5.0
   II
  24*

 200**

1000
  10
   3
                 1/10TL
                       m48
 0.05
 1.0
 0.01
 0.05
 0.05
 0.05
 0.025
 1.0
 0.01
                   750.Ox
                   500.0**
 4.0

 5.0
 * - Daily average.
** - Monthly average.

I/  See TABLE 2.
                             17

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                     TABLE 2

 Ohio's Temperature Criteria for the Ohio River


      Maximum Temperature (°F) During Month

January     50                    July        89
February    50                    August      89
March       60                    September   87
April       70                    October     78
May         80                    November    70
June        87                    December    57
                     18

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general criteria adopted by the respective States and approved




by the Federal Government:




West Virginia^




     "Certain characteristics of sewage, industrial wastes or




other wa,stes or factors which render waters directly or indirectly




detrimental to the public health or unreasonably and adversely af-




fect such waters for present or future reasonable uses, are objec-




tionable in all the waters of the State.  Therefore, the State




Water Resources Board does hereby proclaim that the following gen-




eral conditions are not allowed in any of the waters of the State."




     "No sewage, industrial wastes or other wastes entering any




of the waters of the State shall cause therein or materially con-




tribute to any of the following conditions thereof, which shall




be the minimum conditions allowable:




     1.  Distinctly visible floating or settleable solids,




         suspended solids, scum, foam or oily sleeks of




         unreasonable kind or quality;




     2.  Objectionable bottom deposits or sludge banks;




     3.  Objectionable odors in the vicinity of the waters;




     4.  Objectionable taste and/or odor in municipal water




         supplies;




     5.  Concentration of materials poisonous to man, animal




         or fish life;




     6.  Dissolved oxygen concentration to be less than 3.0




         milligrams per liter at the point of maximum oxygen




         depletion;
                             19

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     7.  Objectionable color;




     8.  Objectionable bacterial concentrations;




     9.  Requiring an unreasonable degree of treatment for the




         production of potable water by modern water treatment




         processes as commonly employed."




Ohio




     "Minimum conditions applicable to all waters at all places




at all times:




     1.  Free from substances attributable to municipal, indus-




         trial or other discharges that will settle to form




         putrescent or otherwise objectionable sludge deposits;




     2.  Free from floating debris, oil, scum, and other float-




         ing materials attributable to municipal, industrial or




         other discharges in amounts sufficient to be unsightly




         or deleterious;




     3.  Free from materials attributable to municipal, indus-




         trial, or other discharges producing color, odor or




         other conditions in such degree as to create a nuisance;




     4.  Free from substances attributable to municipal, indus-




         trial or other discharges in concentrations or combina-




         tions which are toxic or harmful to human, animal or




         aquatic life."
                              20

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                       SOURCES OF WASTES






     The conference area contains numerous sources of untreated




or inadequately treated wastes which are harmful and hazardous.




These sources are given here in their order of significance as




they affect water uses.




     The most important source of wastewater in the area causing




pollution is the steel industry and its related industries.  Iron




and steel are produced at Steubenville and Mingo Junction, Ohio




by the Wheeling-Pittsburgh Steel Corporation, and at Weirton, West




Virginia by the Weirton Steel Division of the National Steel Cor-




poration.  The flue gas wash water from these blast furnaces at




these plants passes through clarifiers to remove solids.  These




clarifiers are frequently overloaded, however, and solids are dis-




charged to the river where they form deposits on the stream bottom.




     The steel is shaped and sometimes coated at other steel plants




in the area.  Weirton Steel Division of National Steel has shaping




and coating operations at Weirton, West Virginia and Steubenville,




Ohio.  Wheel ing-Pittsburgh Steel Corporation has shaping and coat-




ing plants at Steubenville,  Mingo Junction,  Yorkville and Martihs




Ferry, Ohio; and at Follansbee, Beech Bottom, and Benwood, West




Virginia.  Most of these steel plants have at least some elementary




form of wastewater treatment.  Oil is another significant waste




found in steel mill discharges, especially from the shaping and




coating plants.  Rolling mills use lubricating oils in the large
                             21

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machinery as well as coating oils on the steels being formed.




A portion of these oils find their way into the river.  Other




wastes from steel mills are:  acid and alkaline materials from




rinses, hexavalent chromium, cyanide and iron.




     The steel companies also produce coke for their furnaces.




Coke is made by heating coal in the absence of air.  The waste-




waters from coke plants contain phenols, cyanides, ammonia and




organic chemicals.  The coke plants at Weirton and Follansbee,




West Virginia, owned by Weirton and Wheeling-Pittsburgh Steel,




treat their effluents to remove much of the pollutants.




     The Koppers Company operates a coal tar plant at Follansbee,




West Virginia.  Coal tar is supplied from the nearby coke plants.




Various solvents, tars, and chemicals are produced.  Wastewaters




from the plant contain phenols, oils, solids, and alkaline materials^




     Raw and inadequately treated sewage discharged to the river




and streams is also a major pollution problem in this reach of the




Ohio.  These wastes carry great numbers of intestinal bacteria from




human excretions, and pathogenic organisms are present.  The muni-




cipal waste sources discharging to the Ohio Uiver in the conference




area are listed in Table 3.  Several municipalities do not provide




complete sewage collection systems for all the homes in their area.




Harmon Creek, at Weirton, West Virginia, for example, reflects the




lack of a complete collection system in that area.  The high bac-




teria concentrations found in Harmon Creek are an indication that
                             22

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          TABLE 3

Sources of Municipal Wastes
Ohio River - Wheeling  Area
River
Mile
59.0
68.0
71.0
74.5
82.0
83.0
84.0
92.0

61.8
70.5
74.2
78.0
91.0
94.2
96.0
Name
Toronto, Ohio
Steubenville, Ohio
Mingo Junction, Ohio
Brilliant, Ohio
Ray land, Ohio
Tiltonsville, Ohio
Yorkville, Ohio
Belmont County S. D. #1
(Martins Ferry, Ohio)
(Bridgeport, Ohio)
(Brookside, Ohicr)
(Bellaire, Ohio)
Weirton, West Virginia
Follansbee, West Virginia
Wellsburg, West Virginia
Population
Served
8,000
34.700
5,300
2,400
600
2,570
1,800

11,600
3,700
800
10,900
30,000
5,000
5,500
Beech Bottom, West Virginia 500
Wheeling, West Virginia
Benwood, West Virginia
McMechen, West Virginia
70,000
3,500
3,000
Type of
Treatment
Primary + Chlorination
Primary + Chlorination
Primary + Chlorination
Primary + Chlorination
Primary + Chlorination
Primary + Chlorination
Primary + Chlorination
Primary + Chlorination

Primary + Chlorination
Secondary + Chlorination
None
None
Primary + Chlorination
Secondary + Chlorination
Primary + Chlorination
              23

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many homes discharge raw sewage directly into the creek.




     Coal mining activities are the third most important source




of waste.  Coal mining and related activities are carried out




on tributaries to the Ohio River.  Acid water drains from old,




inactive mines carrying high concentrations of iron and sulfate.




Active mines also discharge similarly polluted water.  Frequently,




water from the coal preparation plants pollute the receiving




streams with black coal dust.  Mine refuse piles are also a known




source of highly polluted water.  The water pollution from coal




mining activity is a unique source of industrial waste in that




it continues long after the mining has ceased.  Acid waters carry-




ing iron, sulfates and other dissolved materials comes from many




sites of mining activity; the receiving streams become red and




yellow, and the stream beds are caked with "yellowboy," a yellow




precipitate of iron hydroxide usually containing calcium sulfate




and aluminum hydroxide.  Mine refuse is washed to the streams




where it accumulates in stream beds.  Many of the tributaries to




the Ohio River in this area are grossly polluted by waste from




coal mining activities.




     Other industries discharge polluted waters.  Thermal electric




generating plants discharge large volumes of heated water.




American Electric Power operates the Cardinal Plant and the Tidd




Plant at Brilliant, Ohio and the Beech Bottom Plant at Power,




West Virginia.  The Cardinal and Tidd Plants, in combination, are




a significant source of heated water.  The Federal Paper Company
                              24

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at Steubenville, Ohio and the Saint George Paper Company at




Wellsburg, West Virginia are among the paper processing plants




known to discharge high amounts of solids.  The river below




these plants has been visibly discolored by these discharges.




Sand and gravel companies frequently discharge excess concrete




to the banks of the river.   Large fan-like deposits of concrete




extend into the river at these locations.  Oil terminals along




the river have had few incidents of oil spills, but oil slicks




have been observed in the area.  Other industries in the area




have discharges which have not been investigated.




     Table 4 is a listing of industrial dischargers to the Ohio




Fiver in the Wheeling area.  Effluents from some of these industries




were sampled during the field survey for this report.  Coal mining




operations are not included in the table. Only coal loading facil-




ities are listed.
                              25

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Mile Point

59.3R

60.5R

61.8L

62.OL
64.6R

65.7L


66.3L

66.8R

67.3R

"67.4R

68.3R


68.6L

68.7R
68.8L
69.1L
                 TABLE 4

       Industrial Sources of Waste

            to the Ohio River

          Industry

Toronto Paperboard Company

Titanium Metals Corporation of America

Standard Slag Company

Weir ton Steel-Division of
National Steel Corporation
Sinclair Oil Company

Advance Metal Lithographing, Inc.
Signode Corporation

Starvaggi Industries, Inc.

Eastern Ohio River Sand and Gravel Co.

Federal Paperboard Company, Inc.

Hartje Brothers

Weirtbn Steel-Division of
National Steel Corporation

Allied Oil Company

Wheeling-Pittsburgh Steel Corporation
North Steubenville Plant
Steubenville, Ohio
Wheeling-Pittsburgh Steel Corporation
East Steubenville Plant
Follansbee, West Virginia

Allied Oil Company
    Comment
Solids

Oil, Solids
Metalic Iron,
Phenols, Cyanide
Hexavalent Chromium,
Lead, Acidic Material

Tank farm

Solids
Solids

Solids

Solids, Heat

No outfall visible

Oil, Acidic
Materials

Tank farm

Oil, Iron, Lead
Cyanide, Solids
Manganese, Acidic
Materials, Heat

Phenols, Heat
Cyanide


Terminal
                                    26

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                         TABLE 4 (Continued)
Mile Point

69.2L



70.3L



70.6L


70.8R
71.1R

71.8R

73.3L
  to
73.7L


74.1L

76.1R

76.5R


79.2L



79.8L


81.1R

81.1R

82.2L

82.6R
          Industry

Koppers Company, Incorporated
Follansbee, West Virginia
Wheeling-Pittsburgh Steel Corporation
Follansbee Plant
Follansbee, West Virginia

Follansbee Steel Company
Follansbee, West Virginia

Wheeling-Pittsburgh Steel Corporation
South Steubenville Plant
Mingo Junction, Ohio
Penn Central Railroad

Nickle Plate Railroad

Banner Fibreboard Company
West Virginia Pulp and Paper Company
Pillsbury Company
Mammoth Plastics, Incorporated

S. George Company

Ohio Ferro Alloys Corporation

Ohio Power Company
Cardinal and Tidd Plants

Wheeling-Pittsburgh Steel Corporation
Beech Bottom Plant
Beech Bottom, West Virginia

Ohio Power Company
Beech Bottom Plant

Tri-State Asphalt Corporation

Ohio Coal and Construction Company

Valley Camp Coal Company, No. 1-Short Creek

Standard Oil
    Comment

Phenols, Oil
Solids, Heat
Cyanide
Oil, Iron, Solids,
Lead, Hexavalent
Chromium, Heat
Alkaline Materials
Solids
Heat
Oil
Heat
                                    27

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                          TABLE 4 (Continued)

Mile Point               Industry

83.5R          Wheeling-Pittsburgh Steel Corporation
               Yorkville Plant, Yorkville, Ohio


85.5L          Esso Standard Oil Company

85.6L          Sun Oil Company

85.8L          American Oil Company

86.6L          Warwood Tool Company

86.7L          Wheeling Stamping Company

87.9R          Wheeling-Pittsburgh Steel Corporation
               Martins Ferry Plant
               Martins Ferry, Ohio

88.OL          Centre Foundry and Machine Company

88.2L          Pure Oil Company

88.9R          Quaker State Oil Company

91.1L          Contractors Supply Corporation
               of West Virginia

91.8L          Standard Sand and Gravel Company

91.9L          Delta Concrete Company

93.6L          Hanna Coal Company - Division of
               Consolidation Coal Company
               Shoemaker Mine

93.8R          Delta Concrete Company

94.4L          Wheeling-Pittsburgh Steel Corporation
               Benwood Plant
               Benwood, West Virginia
     Comment

Oil, Solids, Xron
Heat, Phenols
Acidic Materials

Terminal

Terminal

Terminal
Termina 1

Terminal
                                    28

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           EFFECTS OF POLLUTION ON WATER QUALITY AND USES




     Various studies have been made in the study area to define




the effects of pollution on water quality and water uses.  In




addition, the U. S. Environmental Protection Agency maintains




one sampling station in the area as part of its Pollution Sur-




veillance Program.




     Figure 2 and Table 5 are descriptions of the 13 stations




that were sampled by the EPA during a special study conducted




from July 27 through August 7, 1970.  These data illustrate the




condition of the river during warm summer months.  The EPA study




shows that the river is in a degraded condition throughout the




area.  The pollution from the Weir ton-Steubenville area degrades




the river water quality in that area.  Water quality improves




downstream to a maximum just above the Pike Island Lock and Dam.




At that point, the river water quality is at its best in this




reach of the river.  Industrial and municipal wastes cause degrada-




tion of the river from that point to the downstream end of the




s tudy area.




     Both Ohio and West Virginia have agreed on the desirability




of the "four freedoms" of water quality.  These freedoms outline




the rights to clean water which every citizen has.   Each of the




"four freedoms" listed below was violated during the study period.




     "1.  Free from substances attributable to municipal,




          industrial or other discharges that will  settle




          to form putrescent or otherwise objectionable




          sludge deposits;"






                              29

-------
                                                     Toronto
                                                       MP60-
       Figure 2

    Sample Locations

       Legend
Stream Sample Locations

Industry Outfall Sample Locations
MP6i
                               Wheeling-Pittsburgh Steel
                                            STEUBENVII
                               Wheeling-Pittsburgh Steel
                                              Mingo Junction i
                      Wheeling-Pittsburgh
                            Steel
                             Martin* Ferry
                                              IWHEELING
           Weirton
             Weirton Steel
             Oft
             Koppers Company

             Follansb««
                                            >Benwood

                                           .DAM 13
                                            (Me Mechen
            FIGURE 2

       Sample  Locations
                               Shadyside
                                 30

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                           TABLE 5

                       Samp line; Stations
                 Special Study-EPA-Ohio River
                       July-August. 1970

     Description                                         Mile Point

Ohio River downstream of Toronto, Ohio                      60.8

Ohio River opposite Steubenville, Ohio, water intake        65.3

Harmon Creek at W. Va. Route 2 bridge

Ohio River upstream of Steubenville, Ohio,                  67.1
     sewage treatment plant

Ohio River downstream of Steubenville, Ohio,                67.9
     sewage treatment plant

Ohio River downstream of Wheeling-Pittsburgh                70.0
     Steel and Koppers Company

Ohio River downstream of Follansbee, West Virginia          72.0

Ohio River downstream of Wellsburg, West Virginia           75.0

Ohio River downstream of Brilliant, Ohio,                   75.6
     sewage treatment plant

Ohio River upstream of Wheeling-Pittsburgh Steel,           82.7
     Yorkville, Ohio

Ohio River at Wheeling, West Virginia, raw water            86.7
     intake-^/

Ohio River opposite Bellaire, Ohio, water intake            94.0

Ohio River upstream of Lock and Dam No. 13                  95.5
 I/ EPA Pollution Surveillance Station.
                              31

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Oils and solids from industries form sludge banks in the Ohio




River and its tributaries.




     "2.  Free from floating debris, oil, scum, and other




          floating materials attributable to municipal,




          industrial or other discharges in amounts suf-




          ficient to be unsightly or deleterious;"




Oils from industries form slicks and scum on the Ohio River.




     "3.  Free from materials attributable to municipal,




          industrial or other discharges producing color,




          odor, or other conditions in such degree as to




          create a nuisance;"




Phenols, mine drainage and sewage from industries and municipali-




ties create nuisances in the Ohio River and its tributaries.




     "4.  Free from substances attributable to municipal,




          industrial or other discharges in concentrations




          or combinations which are toxic or harmful to




          human, animal or aquatic life."




Pathogenic bacteria, chemicals and heavy metals from industries




and municipalities are toxic and harmful to human, animal and




aquatic life.



     Much of the pollution along the river has interstate effects




between Ohio and West Virginia.




BACTERIAL POLLUTION




     Municipal sewage contains high numbers of bacteria, frequently




including pathogenic bacteria, derived from human excreta.  These
                            32

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pathogenic bacteria can cause gastro-intestinal diseases such as




typhoid fever, dysentery and diarrhea.  Infectious hepatitis, a




virus disease, can also be caused by ingesting sewage-polluted




water.  Eye, ear, nose, throat or skin infections may result from




bodily contact with such water.  As the densities of pathogenic




bacteria are reduced by sewage treatment or forces of natural




purification, the hazards of contacting disease are proportion-




ately reduced.




     Sewage also contains readily detectable coliform bacteria




which typically occur in excreta or feces and are always present




in sewage-polluted wattr.  Though generally harmless in themselves,




coliform bacteria have been considered indicators of the presence




of pathogenic bacteria.  The coliform group includes several




types of bacteria which may come from sources other than excreta.




     Testing for fecal coliform bacteria is becoming more popular




as an indicator of bacterial pollution because fecal coliform bac-




teria specifically inhabit the intestinal tract of man and warm-




blooded animals.  The presence of these organisms in water is




positive proof of fecal contamination which may contain associated,




disease producing organisms.




Coliform Bacteria




     Presently,  the States of Ohio and West Virginia use the total




coliform group as an indicator of bacterial pollution.  The State




of Ohio is in the process of changing its recreational criterion
                            33

-------
for bacteria {to the fecal coliform group.  Specific bacterial

criteria by State are listed in Table 1, on page 17.

     Pollution surveillance by the U. S. Environmental Protection

Agency includes samples at one station in the area sampled twice

a month since January 1967.  Through October 1970, the Ohio River

at the Wheeling, West Virginia, water treatment plant intake has

exceeded West Virginia's water quality standard of 1,000 total coli-

forms per 100 ml in 32 of the 33 months.

     In the study of the Ohio River in July and August 1970, total

coliform densities in this conference area exceeded West Virginia's

standard of 1,000 per 100 ml  100 percent of the time (120 samples).

Total coliform densities exceeded 5,000 per 100 ml 77.5 percent of

the time and exceeded 10,000 per 100 ml 46.7 percent of the time.

Figure 3 shows t;he average total and fecal coliform densities as

plotted against Ohio River mile points.

Salmonella Bacteria

     In addition, a pathogen study was made at two sampling points

during this study.  While coliform densities indicate the magnitude

of fecal pollution which may contain disease-producing organisms,

detection of pathogenic Salmonella bacteria in water is positive

proof that these disease-producing bacteria are actually present.

     Modified Moore swab samples were taken at the following

locations:

Description                                             River Mile

Ohio River below Steubenville, Ohio                        67.9
     sewage treatment plant

Ohio River at Bellaire, Ohio                               94.0


                               34

-------
            60.8
    9,900   65.3
67.9


70.0


70.2
            75.0
            75.6
             82.7
             86.7
                                                          Toronto
                                                            MP60-
                                                                   •Weirton
                                                 STEUBENVILLE*
                                                      I PIKE ISLAND
                                                         LID
                                    Martins F«rry«^?DAM 12
                                                    WHEELING
                                                Im Benwood
                                           MP954
                                                                      Follansb««
                                                                         3
                                                                         *
                                     Shadyside
                                      >Mc Mechen

                                            Co I! form Densities
          I
          3
   i
   2
   . Fecal
»«r 100 ML (nOOO)
i
1
)    10   20    30    HO    50
         Arg. Total Coliforn
         per 100 ML  (X1000)
60
                                 35

-------
     Salmonella, an enteric pathogen, was isolated at both sta-




tions , showing the existence of a health hazard in the river




water.




     Sewage treatment plants can drastically reduce the amount of




bacteria in sewage depending upon the capacity and type of plant




disinfection practices and the skill of the plant operators.




PHENOLS




     Phenolic materials have plagued municipal water users of the




Ohio River for years.  Chlorination of finished water containing




excessive phenols gives a medicinal taste and odor to the water.




Experience has shown that phenolic concentrations in the Ohio




River are at a maximum in the winter months when the biological




degradation of the phenols is retarded by cold water temperatures.




For example, EPA pollution surveillance data obtained during the




period 1966-1970 from the Ohio River at Wheeling had an average




phenolic concentration of 0.002 mg/1 for the period May through




November and increased to 0.024 mg/1 for the period December through




April.  Maximum concentration recorded during this period was




0.078 mg/1, which occurred in January, 1970.




     ORSANCO records of the Wheeling water treatment plant intake




for the year 1969 show an average phenolic concentration of 0.005




mg/1 for the period May through November and an increase to 0.011




mg/1 for the period December through April.
                              36

-------
     West Virginia's criteria for phenols in the Ohio River is




0.001 mg/1  The State of Ohio has not set a phenolic standard




for the Ohio River.  The special study in the warm months of




July and August, 1970, showed the average phenolic concentration




at the Wheeling station to be 0.002 mg/1, however, a high of 0.053




mg/1 was detected at the stream station located 16.7 miles upstream




of Wheeling, West Virginia.




OIL POLLUTION




     Oil pollution is one of the most visible forms of pollution




in the Ohio River in this area.  Surface oil destroys the aesthetic




value of the river and restricts its use for recreation.  A large




number of complaints lodged by citizens in this area to the U. S.




Environmental Protection Agency concern floating surface oils.




Oils also coalesc'e with natural sediment and other suspended




material to form bottom deposits that are toxic to bottom animals,




thus restricting the use of the river for aquatic life.




     Oil samples were not collected as part of the special two week




stream study conducted in this area.  However, floating surface




oils were observed on numerous occasions by the field crews.  Oil




analyses were part of the special 3-day industrial outfall sampling




program which followed the stream sampling program.  Oil concentra-




tions in excess of 1,000 mg/1 were recorded at outfalls of the




Wheeling-Pittsburgh Steel Corporation's North Steubenville and




Yorkville, Ohio plants.  Oil concentrations exceeded 20 mg/1 in
                            37

-------
34 of 57 outfall samples taken during the 3-day period.




SLUDGE DEPOSITS




     Sludges or settleable solids are a highly objectionable




form of pollution since they are so readily controlled.  During




the EPA field survey, sludge banks were found in the river below




industrial outfalls despite the churning of the powerful tow




boats on the river.  Notable sludge banks are found at Weirton




Steel outfalls near Browns Island and at the mouth of Harmon Creek.




Wheeling-Pittsburgh Steel outfalls at Yorkville have sludge banks




along the shore near the outfalls.  These sludges vary in consist-




ency, but all inhibit aquatic life, hinder navigation, and cause




nuisance conditions.




CYANIDES




     The discharge of cyanide to water bodies is critical to the




aquatic environment because of the toxic nature of the material.




The States of Ohio and West Virginia have established a maximum



limit of 0.025 mg/1 of cyanide for the Ohio River.  During the




two week study in this area, this value was exceeded in nine of




86 samples (10.5 percent).  The maximum concentration found was




0.040 mg/1.  EPA's pollution surveillance data at the Wheeling




water intake during the period 1968-1970 shows an average of




0.02 mg/1 with a maximum of 0.08 mg/1




     During the 3-day industrial outfall sampling program,




ORSANCO's effluent standard of 0.2 mg/1 for cyanide was exceeded
                             38

-------
at three outfalls, that is, Weirton Steel at Weirton, and Koppers




Company and Wheeling-Pittsburgh Steel at Steubenville.^




COAL MINE DRAINAGE




     Many of the tributary streams to the Ohio River are intensely




polluted by coal mine drainage.




     Stream pollution problems within these tributary areas attri-




butable to mine drainage are:  high concentrations of acidity, iron,




manganese, sulfate, and hardness; low pH, and turbidity and bottom




deposits from chemical precipitates.  Siltation caused by runoff




from mining activities often causes severe local stream pollution




problems.




     The pollutants from mine drainage impair the principal water




uses for municipal, industrial and agricultural water supplies;




certain water-based recreation; and support and propagation of




fish and other aquatic life.   In addition, these pollutants cause




corrosion of instream facilities and aesthetically damage and de-




grade the waterfront property values.
                             39

-------

-------
               EFFECTS OF POLLUTION ON AQUATIC LIFE




     In conjunction with the physical, chemical and bacteriological


studies conducted during July and August 1970, certain biological


studies were carried out to determine the extent of the effects of


pollutants on the aquatic life of the Ohio River from Stratton,


Ohio (M.Pi 54.4) to New Martinsville, West Virginia (M.P. 129.1).


These studies, which included fish flavor evaluations and sampling


for bottom organisms, suspended algae and attached growths, were


conducted at 15 stations throughout the study area (see Table 6).


The fish population data was taken from previous studies.


FISH POPULATIONS


         Fish population studies of the upper Ohio River were con-


ducted during the period 1957-1959 by the ORSANCO-University of

                              6
Louisville aquatic life study.  The analyses of the data collected


during that study consisted of dividing the Ohio River into 100


mile sections for comparative purposes.  The sections 0-100 miles


and 100-200 miles downstream from Pittsburgh, Pennsylvania, cover


the stretch of the river under consideration in this report.  A


total of 20 samples were collected from 14 different lock chambers


in the first 200 miles of the Ohio River.


         In general, the fish population of the upper Ohio River


during the 1957-1959 period consisted primarily of bullhead, carp,


and shiners.  The standing crop for section 0-100 miles was 38 pounds


per surface acre and for section 100-200 miles was 124 pounds per


acre.
                             41

-------
                                   TABLE 6

                     List of Biological Sampling Stations*
Mile Point
             Description
  56.0

  62.0


  63.0


  66.2

  68.0



  69.9


  71.9


  78.0

  83.0


  8U.O


  87.^

  93.^

  96.1


 129.1
New Cumberland Locks and Dam

Belov New Cumberland Locks and Dam

In the back-channel of the Ohio River
  around Brown Island

In the main channel around Brown Island,
  approximately 0.7 miles below National Steel

Old Lock and Dam #10, above Steubenville, Ohio

Left -1.3 miles below Harmon Creek
Right .0.1 miles below Steubenville Sewage
  Treatment Plant

Left - 0 .6 miles below Koppers Company
Right - 1 mile below Wheeling-Pittsburgh Steel

Right - Q,k miles below Wheeling-Pittsburgh Steel,
 Mingo Junction

Right - 1 mile below Ohio Power Company

0.2 miles above Wheeling-Pittsburgh Steel,
  Yorkville, Ohio

Right - 0.6 miles below Wheeling-Pittsburgh Steel,
  Yorkville, Ohio

Lock and Dam #12

Left - 2 miles below Wheeling Sewage Treatment Plant

Lock and Dam #13, l.k miles below Wheeling-Pittsburgh
  Steel, Benwood, W.Va.

Lock and Dam #15
 *Phytoplankton samples were collected at the chemical sampling stations
  and are listed in this section by station number and mile point.
                                  42

-------
     A 1967-1969 study was conducted by the Federal Water Quality

Administration similar to the 1957-1959 study.  However, most of

the lock chambers used during the earlier study have been replaced

by newer and larger structures.  A total of seven samples were col-

lected within the section of the Ohio River under study in this

report.  The following table summarizes the composition of the

fish population sampled during this study:

            Range of Percentage (by weight) Composition
                   of Fish Population 1967-69
Species
Carp
Bullheads
Gizzard Shad
Channel Cat-
fish
Sun fishes
Minnows
M.P.
73
8
2
2

1

.7 -
.0 -
.4 -
.4 -

.5 -
1 -
54.
78.
14.
2.
5.

4.
2.
4
4
7
6
6

4
2
M.P. 84.
43
8
5
4

2
3
.2
.6
.0
.5

.1
.9
- 69.
- 14.
- 32.
- 4.

- 3.
- 8.
2
2
7
1
7

3
6
M.P.
4.
1.
1.
45.

10.
17.
6
4
6
9

5
6
129.1
- 9.6
- 1.9
- 7.8
-47.7

-20.9
-19.6
No. of species 20 -  26           18 -  26             20 - 25

Pounds/acre   180 - 238          153 - 263             78 -108

     The data obtained for the 1957-59 study for individual sam-

pling locations is not available.  The only comparison that can

be made must be based on the accumulated data for a 100 mile sec-

tion of the river.  The section of the river under study here

overlaps these 100 mile sections as presented in the publication

reporting on the 1957-59 study.
                             43

-------
     There are, however, some observations that can be drawn




from the comparative data presented in this report.  The 1967-69




study indicates little change in composition from the 1957-59




study in the first 100 miles of the Ohio River downstream of Pitts-




burgh.  The 1967-69 data shows a predominance of carp, bullhead and




gizzard shad.  The primary difference between the two studies in




this section (0-100 miles) appears to be (1) fewer minnows (2) more




gizzard shad and (3) increase in the standing crop of fishes.




     The fish composition observed at mile point 129.1 indicates




improvement of water quality downstream of the first 100 miles of




the Ohio River.  The predominance of channel catfish and sunfishes




(including the basses), along with a decrease in the carp and bull-




heads is indicative of more favorable conditions for pollution




sensitive fishes.




     In summary, fish population of the section of the Ohio River




from New Cumberland, West Virginia to New Martinsville, West Vir-




ginia (74.7 miles) is characterized by an abundance of fish, pre-




dominately pollution tolerant species in the upper part of this



section, and some increase in pollution sensitive fishes in the




lower part of this section of the river.




FISH TAINTING




     Several studies have been made in the past three years con-




cerning the palatability of fish caught in the Ohio River.  Re-




sults of these studies have shown that fish taken from nearly
                              44

-------
all points in the Ohio River have an unacceptable flavor and are




generally considered undesirable for eating.  Certain locations




produce off-flavors in fish flesh which are characterized as being




"very extreme" while others are nearly acceptable.




     To identify sources of wastes producing off-flavors, channel




catfish known to have an acceptable flavor were placed in wire




baskets downstream from industrial outfalls.  After an exposure




period of 72 hours, the surviving fish were retrieved and sub-




jected to a panel test.  The judges scored on seven point scales




the degree of off-flavor and of over-all desirability.  The results




of the evaluation are shown in Table  7 .  Fish flesh having scores




from five to seven are considered to be acceptable.  Using this




criterion, only the control fish would be considered acceptable.




The river water at all locations tested gave an undesirable flavor




to the good fish placed there in this study.




     Two of the catfish held at M.P. 54.4 did not survive the ex-




posure period.  The remaining four acquired a moderate off-flavor.




During the four previous studies of this nature, no sample from




the Ohio River ever acquired such an extreme off-flavor as was




found at M.P. 69.9.  This station was located 0.6 miles downstream




from the Koppers Company outfalls at Follansbee, West Virginia.  Of




the six fish held at this location, only two survived the three day




exposure period, indicating a presence of toxic substances in the




water.
                              45

-------
o

ON
H

P
8
a
O

O


o
M
o

§
CO
H
        CO
        co
 I

o
        H
        H


        S
        H
        CO
                          iJ
                          CO
                          
-------
     Fish held at M.P. 71.9, downstream of the Mtngo Junction,




Ohio industrial complex, were rated by the judges as having a




strong off-flavor.  At M.P. 129.1, the degree of off-flavor was




rated as moderate, similar to the two uppermost stations.




BOTTOM ORGANISMS




     Bottom dwelling organisms (macroinvertebrates), such as




insect larvae, snails, clams, worms, etc. are useful in deter-




mining the effects of pollutants.  These organisms lack a means




of rapid locomotion and are thus prevented from making extended




migrations.  Because of their limited migration and their rela-




tively long life cycles, bottom organisms reflect conditions at the




sampling point for an extended period of time, and thus serve as in-




dicators of prevailing water quality conditions.




     Bottom organisms were collected during this study using a




Peterson dredge and rock filled basket samplers.  The baskets were




exposed at a depth of one to two feet for a period of four weeks.




These artificial substrates provided a habitat for colonization




unaffected by variations in sediment or bottom materials.  The re-




sults of the basket sampling are summarized in Figure 4.




     In general, aquatic worms comprised a large percentage of




each sample.  Pollution-sensitive forms, such as mayflies and




stoneflies, were absent; however, caddis flies, which are tolerant




of a wide range of environmental condition, were collected at




several stations.  All samples collected from M.P. 54.4 to M.P. 71.9




contained relatively low numbers of organisms and limited diversity,
                             47

-------
                     I     '
•BA *M '
•o '
•o***°r oSuiw-
     l woo-row •
                                                                                   1-5
                                                                                    ON
                                                                                    c\J
                                                                                    -4-
                                                                                     •
                                                                                    c-
                                                                                    co
                                                                                    g
                                                                                    CO
                                                                                    CO
                                                                                    03
                                                                                    g
                                II
                                                                                    §3
I     I     1

ir\  O     ir\   o


      JO
                                              8
                                                                            8
                                                                 JO
                                                48
                                                                               Figure

-------
indicating degraded water quality.  The basket sample on the left




(West Virginia) bank at M.P. 69.9 contained only two midge fly




larvae, indicating toxic conditions at that station.  As noted




earlier, this station is a short distance downstream from the




Koppers'Company plant at Follansbee, West Virginia.  This was




the poorest sample collected throughout the study area.  At




M.P. 78.0, diversity increased, indicating a recovery zone.




This increase in diversity was also apparent, although to a




lesser degree, at M.P. 83.0.  Diversity decreased again at M.P. 84.0,




probably as a result of discharges from the Yorkville,  Ohio plant of




Wheeling-Pittsburgh Steel Company.




     Another increase in diversity occurred at M.P. 87.4, again




indicating a partial recovery.  At M.P. 96.1, downstream from the




Benwood plant of Wheeling-Pittsburgh Steel, numbers and diversity




were limited.  However, at M.P. 129.1, diversity had again increased.




     As initially stated, all samples indicated a degraded water




quality.  However, samples collected downstream from several of the




major industrial complexes indicated areas of more serious degrada-



tion, followed in nearly every case by zones of partial recovery.



SUSPENDED ALGAE




     Suspended algae (phytoplankton) occupy a position at the




bottom of the food chain and are, therefore, important members of




the aquatic community.  An over-abundance of suspended algae indi-




cates the presence of excessive amounts of nutrients in the water




while low numbers of suspended algae generally indicate either a




lack of nutrients or the presence of toxic substances.
                              49

-------
     During this study, samples were collected on July 27 and




August 3 at the 12 stations designated as sampling points for




chemical analyses.  These samples were used for suspended algal




counts and chlorophyll concentrations.  The results are summarized




in Figures 5 and 6.




     All of the algal counts from this portion of the Ohio River




fall within the range of those indicative of unproductive waters.




There was a general increase in numbers as the water flowed down-




stream, indicating a possible increase in nutrient levels.  Chloro-




phyll concentrations remained fairly stable throughout the study




area with a slight increase in the downstream samples.  These




studies do not distinguish between toxic effects or lack of nutrients,




ATTACHED GROWTH




     The attached growths (periphyton) are similar to the suspended




algae in their environmental role.  However, since they are attached




instead of free floating, they reflect the prevailing water quality




at a given point in the stream in much the same way as do the bot-




tom organisms.




     For this study, attached growths were collected on glass




slides exposed at the surface for a four-week period in floating




samplers.  Four slides from each sampler were prepared for Sedg-




wick-Rafter counts, and each of the remaining four slides were




prepared for chlorophyll analysis.  The composition of the attached




growths and the chlorophyll values are shown in Figures 7 and 8,




respectively.
                             50

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                                                  51
                                                                           jo X9cpm.fi  Figure  5

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                                                 53
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                        Figure 8
54

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     An examination of the data shows an increase in both numbers



of cells and quantity of chlorophyll from M.P. 54.4 to M.P. 68.0,



indicating a probable increase in available nutrients at the latter



station.  Downstream from M.P. 68.0, both total counts and quantity



of chlorophyll show a gradual decline.  This is indicative of either



a decreasing availability of nutrients or an increasing concentration



of toxic substances in the water or both.  Numbers and quantity of



chlorophyll decreased downstream from Koppers Company at M.P. 69.9,



suggesting toxic influences.. Decreases also occurred downstream



from the Yorkville plant of Wheeling-Pittsburgh Steel at M.P. 84.0



and downstream from the Benwood plant of Wheeling-Pittsburgh Steel



at M.P. 96.1.  These decreases were small but do suggest a prevail-



ing presence of toxic substances in the plant effluents.  At M.P.



129.1, a slight increase was evident, indicating a partial zone of



recovery.
                             55

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                 BIBLIOGRAP. HY






1.  U. S Bureau of the Census, "U. S. Census of Population,




    1970.  State of Ohio - PC (VT)-37.  Advance Report.




    January 1971.




2.  U. S. Bureau of the Census, "U. S. Census of Population,




    1970.  State of West Virginia - PC (PI) - 50. Preliminary




    Report.  July 1970.




3.  U. S. Army Engineer Division, Ohio River. "Ohio River and




    Tributaries - Small Boat Harbors, Ramps, Landings, etc."




    Corps of Engineers, Cincinnati, Ohio.  April 1969.




4.  U. S. Army Engineer Division, Ohio River. "River Terminals,




    Ohio River and Tributaries."  Corps of Engineers, Cincinnati,




    Ohio.  April 1970.




5.  "Definitions and Procedures for Application of Pollution




    Control Standards Numbers 1-70, 2-70."  Ohio River Valley




    Water Sanitation Commission, Cincinnati, Ohio.




6.  Krumholz,  L. A., Charles, J. R., and Minckley, W. L.




    "The Fish Populations of the Ohio River.  In:  Aquatic




    Life Resources of the Ohio River."  ORSANCO, Cincinnati,




    Ohio.  1962.
                              57

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