ENVIRONMENTAL PROTECTION AGENCY

              WATER QUALITY OFFICE
                    Report on
                                 \
    Pollution Affecting Shellfish Harvesting
                       in
              Calves ton Bay, Texas
                   Prepared by
Division of Field Investigations - Denver Center
                       and
              South Central Region
Denver, Colorado                   Dallas,  Texas

                   March 1971

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                        TABLE OF CONTENTS


Section                       Title

           LIST OF FIGURES .	,

           LIST OF TABLES  .......
   I       INTRODUCTION  .  .  .  .  	  .......        1

  II       SUMMARY AND CONCLUSIONS	        3

 III       RECOMMENDATIONS  .......  	  ....       11

  IV       DESCRIPTION OF AREA	  .       15

           A.  PHYSICAL DESCRIPTION	       15
           B.  CLIMATE	       16
           C.  HYDROLOGY	       17
           D.  POPULATION	       19
           E.  ECONOMY	       20
           F.  WATER USE	       21
               Municipal and  Industrial Water  Supply  ...       21
               Navigation	       23
               Recreation	       24
               Irrigation	,	       25
               Shellfish Harvesting  	       25

   V       WATER QUALITY	       29

           A.  APPLICABLE STANDARDS  	       29
           B.  COLIFORM	       31
           C.  HEAVY METALS AND PESTICIDES	       36
           D.  OIL AND PETROCHEMICAL RESIDUES	       40
           E.  DISSOLVED OXYGEN	       44
           F.  BIOCHEMICAL OXYGEN DEMAND  	       47

  VI       WASTE SOURCES .  „	       51
           A.  MUNICIPAL AND  DOMESTIC WASTE DISCHARGES  .  .       64
           B.  INDUSTRIAL WASTE DISCHARGES  	       65
           C.  OTHER SOURCES	       75

 VII       ECONOMIC IMPACT  OF POLLUTION  	       79

           A.  SHELLFISH AREAS  CLOSED BY  POLLUTION  ....       79
           B.  PRODUCTIVE SHELLFISH  BEDS IN CLOSED AREAS        81
           C.  ECONOMIC DAMAGES	       83

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                  TABLE OF CONTENTS (CONT'D)
Section                      Title
 VIII     WATER QUALITY IMPACT OF FUTURE DEVELOPMENTS  ...      87

          A.   HOUSTON WATER SUPPLY DIVERSION 	      87
          B.   CEDAR BAYOU POWER PLANT  	      90
          C.   MORGAN POINT DEEPWATER PORT  	      95
          BIBLIOGRAPHY  	      97

          APPENDICES

               A    APPLICABLE TEXAS WATER QUALITY
                      REQUIREMENTS FOR THE CALVESTON
                      BAY AREA AND THE PUBLIC HEALTH
                      SERVICE MANUAL "SANITATION OF
                      SHELLFISH GROWING AREAS"

               B    ODOR EVALUATION TEST PROCEDURES
                      AND RESULTS
                               11

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                         LIST OF FIGURES
Figure No.


   IV-1

    V-l


    V-2


    V-3


    V-4



    V-5



    V-6



    V-7



    V-8



    V-9



    V-10



    V-ll
           Title
Calves ton Bay Area

Water Quality Standards Zones
  in the Calves ton Bay Area

Calves ton Bay Study Sampling
  Stations and Classifications
  of Shellfish Harvesting Areas
Isolines of Median Coliform
  Concentrations, Calves ton Bay

Percent of Samples with Total
  Coliform Concentrations Greater
  Than 230/100 ml, Calves ton Bay

Isolines of Total Coliform Con-
  centrations - Galveston Bay -
  January 14, 1969

Isolines of Total Coliform Con-
  centrations - Galveston Bay -
  February 18, 1969

Isolines of Total Coliform Con-
  centrations - Galveston Bay -
  March 18, 1969

Isolines of Total Coliform Con-
  centrations - Galveston Bay -
  January 13, 1970

Isolines of Total Coliform Con-
  centrations - Galveston Bay -
  February 10, 1970

Isolines of Total Coliform Con-
  centrations - Galveston Bay -
  March 10, 1970

Water and Oyster Sampling Loca-
  tions -- FWQA Reconnaissance
  Survey,  November 1970
       Page


Follows Page 16


Follows Page 30


Follows Page 32


Follows Page 34



Follows Page 34



Follows Page 34



Follows Page 34



Follows Page 34



Follows Page 34



Follows Page 34



Follows Page 34



Follows Page 46
                              111

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                       LIST OF FIGURES (CONT'D)
Figure No.
  VI-1
  VI-2
  VI-3
  VI-4
  VII-1
  VIII-1
              Title
Permitted Wastewater Discharges
  in the Calves ton Bay Area

Permitted Suspended Solids Dis-
  charges in Calves ton Bay Area

Permitted BOD Waste Discharges *
  in the Calves ton Bay Area

Permitted COD Waste Discharges
  in the Calves ton Bay Area

Classifications of Shellfish
  Harvesting Areas

Future Development
      Page


Follows Page 64


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Follows Page 64


Follows Page 80


Follows Page 90
                                  IV

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                        LIST OF TABLES
Table No.                    Title
 IV-1          Municipal and Industrial  Uses  of Water
                 in the Vicinity  of  Galveston Bay  1960,
                 and Projected 1990  and  2020                    22

 IV-2          Oyster Harvest and Value,  Galveston Bay          26

  V-l          Summary of Texas Water  Quality Standards
                 Applicable to Galveston Bay  and
                 Houston Ship Channel                           30

  V-2          Median Values of Total  Coliform Concen-
                 trations and Percentage of Samples
                 Greater Than 230 Coliform/100 ml  at
                 Selected Stations in  Galveston Bay
                 for Periods Dec.1968-April 1969 and
                 Dec01969-April 1970                           32

  V-3          Median Fecal Coliform Concentrations and
                 Percentage of Samples with Fecal  Coli-
                 form Concentrations Greater  than  33/100 ml
                 at Selected Stations  in Galveston Bay for
                 the Periods Dec.1968-April 1969 and
                 Dec01969-April 1970                           34

  V-4          Concentrations of  Heavy Metals Galveston
                 Bay - Houston Ship  Channel                     38

  V-5          Metals Concentrations in  Oysters from
                 Galveston Bay November  12, 1970                41

  V-6          Evaluation of Galveston Bay Oyster  Meats
                 for Odor                                      45

  V-7          Comparison of BOD  Standards with Observed
                 and Average Values                             49

 VI-l-A        Municipal and Domestic  Waste Discharges to
                 the Houston Ship Channel above Morgan
                 Point,  Including Baytown Area                  52

 VI-l-B        Municipal and Domestic  Waste Discharges to
                 Galveston Bay                                 56
                              v

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                    LIST OF TABLES  (CONT'D.)
Table No.                    Title                             Page
 VI-2-A        Waste Discharges from Petroleum,  Chemical,
                 Plastics,  and Rubber Industries to the
                 Houston Ship Channel or Its  Tributaries
                 Above Morgan Point Including the Baytown
                 Area                                           58

 VI-2-B        Other Industrial Discharges to the Houston
                 Ship Channel or Its Tributaries               60

 VI-2-C        Waste Discharges from Petroleum,  Chemical,
                 Plastics,  and Rubber Industries to
                 Galveston Bay or Its Tributaries               62

 VI-2-0        Other Industrial Discharges to Galveston
                 Bay or Its Tributaries                         63

 VI-3          Pollutants Associated with  Various Petro-
                 chemical Processes                             72

 VI-4          Discharges of Heavy Metals to  the Houston
                 Ship Channel                                   74

 VI-5          Summary of Permitted Waste Discharges,
                 Galveston Bay Area                             76
                              VI

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                           I.  INTRODUCTION





     Water quality standards were adopted for Galveston Bay and




its tributaries by the Texas Water Quality Board in June 1967 and




accepted by the Secretary of the Interior on January 28, 1968 in




accordance with the Federal Water Quality Act of 1965.  Pollution




of these waters is subject to the provisions of Section 10, Federal




Water Pollution Control Act, as amended (33 U.S.C. 466 et seq.).




Section 10(a) of the Act provides that the pollution of navigable




waters in or adjacent to any State, which endangers the health




or welfare of any persons, shall be subject to abatement.




     Section 10(d) of the Act further provides that a Federal-




State conference shall be called whenever, on the basis of reports,




surveys, or studies, there is reason to believe that substantial




economic injury results from the inability to market shellfish




or shellfish products in interstate commerce because of pollution




of such waters, and because of action of Federal, State or local




authorities.




     This report summarizes presently available information per-




taining to the quality of the Galveston Bay system; evaluates that




information with respect to applicable standards, statutes, regula-




tions, and criteria; and recommends a program which will lead to




compliance with established water quality uses.




     Specific objectives of the report are:




     (1)  To describe existing water quality in the Galveston Bay




system.

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     (2)  To summarize presently available information pertaining




to sources of pollution.




     (3)  To evaluate the impact of present waste discharges on




water quality and uses, and to assess compliance with established




State and Federal regulations.




     (4)  To indicate the effect of projected water related devel-




opment upon water quality in the Galveston Bay system.




     Sources of information contained in this report include:  the




National Estuarine Pollution Study, FWQA; the Texas Water Quality




Board; the Texas Parks and Wildlife Department; the Texas State




Department of Health; the Texas Water Development Board; the




Galveston Bay Study  (a cooperative Federal-State-local study




currently in progress), Texas A&M University and the U.S. Army




Corps of Engineers.  Limited field studies were also conducted by




the Division of Field Investigations, Denver Center, WQO - EPA,




to obtain additional data.  The cooperation and contribution of




the various State, local and private organizations are gratefully




appreciated.

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                     II.  SUMMARY AND CONCLUSIONS






     .The area considered in this report includes all of Galveston




Bay, Texas, and its major tributary streams and embayments.




     Nearly half of Galveston Bay is presently closed for shellfish




harvesting due to excessive bacteriological contamination and




the proximity to sewage and industrial waste effluents.  Total




coliform concentrations at two locations in the approved area of




Galveston Bay and one location in the approved area of West Bay




exceed the applicable criteria of 230 organisms per 100 milliliters




more than 10 percent of the time (Appendix B), based on monthly




samples collected by the Galveston Bay Study during the 1968-69




and 1969-70 shellfish harvesting seasons.




     Under the applicable standards for shellfish harvesting,




sampling to determine approved and prohibited areas must be con-




ducted under the most unfavorable hydrographic and pollution




conditions.  In Galveston Bay, the most unfavorable hydrographic




and pollution conditions occur with northerly and northwesterly




winds as well as precipitation.  During the 1968-69 shellfish




harvesting season, these conditions occurred about 40 percent




of the time.  On days when the most unfavorable hydrographic




and pollution conditions occur, virtually the entire approved




area in Galveston Bay, including the most productive reefs, have




total coliform concentrations exceeding the required criteria.  If




sampling were regularly conducted under these conditions, nearly

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all of Galveston Bay would be closed to shellfish harvesting due




to excessive bacteriological pollution.




     The major source of bacteriological pollution to both open and




closed areas for shellfish harvesting in Galveston Bay is the




Houston Ship Channel.  The Clear Lake area also contributed to




excessive total coliform concentrations in the Bay.  The City of




Galveston area, while not affecting concentrations in approved




areas, does discharge significant bacteriological pollution to the




closed areas.  There are localized influences of bacteriological




pollution in West Bay approved areas from Chocolate Bayou and in




Galveston Bay proper from Double Bayou.




     Of the more than 215 million gallons per day  (MGD) of domestic




waste which are permitted by the Texas Water Quality Board to be dis-




charged to Galveston Bay and its tributaries, about 110 MGD is raw,




inadequately treated and/or unchlorinated.  As of January 1971, the




two largest sewage treatment plants of the City of Houston which dis-




charge to the Ship Channel area, the Northside and Sims Bayou plants,




account for 103 MGD of unchlorinated discharge.  The effluent from




each of these plants contained nearly 35,000,000 total coliform




organisms per 100 milliliters during February 1969 sampling.




     Oil and hydrocarbon residues were observed in oysters taken




from both approved and prohibited areas of Galveston Bay, ranging




from 23 parts per million  (ppm) and 26 ppm in the approved area to




237 ppm in a prohibited area near the mouth of the Houston Ship

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Channel.  These hydrocarbons are not generated by the oysters




themselves but derived from petroleum wastes.  The concentrations




observed in oysters taken from approved areas in Calveston Bay are




from two to six times greater than concentrations in oysters from




West Falmouth Bay, Massachusetts.  The State of Massachusetts




closed West Falmouth Harbor to shellfish harvesting, based on




residues in oyster tissue ranging between 4.0 ppm and 12.0 ppm.




Odor tests on Galveston Bay oysters showed unacceptable concentra-




tions of odor-causing materials in all samples from both approved




and prohibited harvesting areas.  The intensity of odor became less




as distance from the Houston Ship Channel increased.  There is a




health hazard, in addition to bacteriological pollution, associated




with consumption of Galveston Bay oysters due to the presence of




oil and hydrocarbon residues in excessive concentrations.




     According to 1968 Texas Water Quality Board permits, there




are 75 sources of petroleum refining or related industrial effluents




in the Galveston Bay area.  These effluents constitute a permitted




discharge of nearly 423 MGD with a total of 1,144,000 pounds per day




of chemical oxygen demand.  The permits allow the discharge of




more than 55,000 pounds per day of oil and grease from 81 sources,




although this is in direct violation of Section 11-b of the Federal




Water Pollution Control Act as amended.  The Texas Water Quality




Requirements specify that receiving waters shall be "substantially




free" of oil.  Seventy-four of these sources are located on the




Houston Ship Channel, accounting for 98 percent of the total

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permitted discharge.  The major industries permitted to discharge




oil and grease are:  Diamond Shamrock Corporation at Deer Park,




U. S. Plywood-Champion Paper Company, Armco Steel Company, Atlantic




Richfield Company, humble Oil and Refining Company, Southland Paper




Mills, Shell Chemical Company, and Crown Central Petroleum Company.




These eight sources account for 86 percent of the permitted dis-




charges .




     It is estimated that 1,600 pounds per day of lead, 5,000




pounds per day of cadnium, 400 pounds per day of phenols, 7,900




pounds per day of zinc, 300 pounds per day of chromium and at




least 1,000 pounds per day of cyanide are discharged, primarily to




the Houston Ship Channel.  Concentrations of these heavy metals




and toxic compounds in the waters of Galveston Bay and the Houston




Ship Channel range from 8.5 times greater than background in




natural seawater for nickel, to 108,000 times greater than




background for chromium.  These concentrations indicate substantial




contamination of the receiving waters by waste discharges.  Con-




centrations of toxic compounds in the Houston Ship Channel are three




times greater than levels which could be tolerated for normal algal




growth.  The known major dischargers of heavy metals contamination




are Diamond Shamrock Company, Armco Steel Company, Olin llathieson




Corporation, Houston Northside sewage treatment plant, U. S. Plywood-




Champion Paper Company, Humble Oil and Refining Company  (Baytown),




and Shell Chemical Company  (Deer Park).  These sources discharge more than

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500 pounds per day as determined by sampling conducted by the




Texas Water Quality Board in February 1969.  Although the health




hazard and specific numerical criteria associated with concentrations




of heavy metals and toxic substances has not been established by the




appropriate regulatory agencies, the Texas Water Quality Requirements




prohibit acute or chronic toxicity to human, animal, or aquatic life.




     Dissolved oxygen and biochemical oxygen demand (BOD) criteria




established by the State of Texas for the Houston Ship Channel




are almost continually violated due to the discharge of municipal




and industrial wastes.  Although the Texas Water Quality Board




permits specify that 180,800 pounds per day of BOD may be discharged




from municipal and industrial sources to the Houston Ship Channel,




studies conducted in the Channel during 1968 and 1969 indicate




that as much as 363,000 pounds per day of five-day BOD is the actual




loading.  The aggregate total of waste discharges to the Ship




Channel is in substantial non-compliance with the Texas Water




Quality Board permits.




     The 1968 permits allow the discharge of 315,000 pounds per day




of suspended solids to the Houston Ship Channel.  Bottom material




dredged from the Ship Channel contains substantial quantities of




organic sludges, oil and other pollutants characteristic of wastes




discharged to the Channel.  About one-third of the BOD loading and




one-half of the suspended solids discharged from waste sources




settle out and are incorporated in the bottom sediments.  These

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waste materials contribute a substantial portion of the sediments




which must periodically be removed by dredging.  The total project




cost incurred by the U.S. Army Corps of Engineers for dredging the




Houston Ship Channel in 1970 is $2,807,000.  The disposal of this




highly organic spoil may cause water quality problems through disper-




sion of pollutants and through exercise of oxygen demand from the




volatile material contained.




     The total permitted discharge of waste effluent to Galveston




Bay and its tributaries is approximately 779 MGD which may contain




583,000 pounds per day of suspended solids, 270,000 pounds per day




of BOD and 1,657,000 pounds per day of chemical oxygen demand (COD).




Of this total, 92.6 percent of the suspended solids, 85.5 percent




of the BOD and 92.8 percent of the COD are allocated to industrial




sources.  Industrial sources contribute about 72 percent of the




total waste flow.




     Of the 277 municipal and industrial waste sources having




discharge permits in the Galveston Bay area, the waste treatment



needs and status of 189 are not listed.  Where needs are indicated,




40 sources provide inadequate or no treatment and no abatement,




beyond engineering studies in a few instances, is in progress.




Seventeen sources have treatment facilities in progress; 22 are




said to be in compliance with permit requirements.  Nine sources




either provide adequate treatment or have no needs.




     The City of Houston discharges wastes from 41 treatment plants,




only eight of which have flows greater than 1 MGD.  Harris County

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sewer districts discharge wastes from 27 sources, only one of




which has a flow of 1 MGD.  Galveston has three sources and




Baytown has five.  The multiplicity of waste treatment plants does




not provide adequate operations to assure the best treatment of




domestic sewage.




     The development of an electrical power plant at Cedar Bayou




by the Houston Lighting and Power Company will eventually require




about 5,000 cubic feet per second (cfs) of cooling water.  Some




of the intake cooling water will consist of grossly polluted




water from the lower reaches of the Houston Ship Channel.  The




heated water will be discharged to the relatively unpolluted




Trinity Bay.  Water temperature in a large portion of Trinity




Bay will be raised above background.  Trinity Bay is the major




spawning area for commerical shrimp in Galveston Bay.




     The present actual economic loss to the Galveston Bay area




caused by inability to market shellfish due to pollution ranges




between $86,000 and.$258,000 annually at dockside.  If excessive




hydrocarbon or heavy metals concentrations in oysters and/or




sampling under the most unfavorable hydrographic and pollution




conditions, as required, caused the closure of all Galveston Bay




to shellfish harvesting, the potential damage would be substan-




tially greater.  The final retail value of shellfish products is




roughly four times the dockside value.  The total actual damages




caused by pollution affecting shellfish harvesting in Galveston Bay




are between $359,000 and $1,045,000 annually.

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           Sewage and industrial wastes discharged to Galveston Bay and




      its tributaries are causing substantial economic injury resulting




      from the inability to market shellfish or shellfish products in




      interstate commerce.  Accordingly, the pollution of these navigable




      waters is subject to abatement under the provisions of Section 10




      of the Federal Water Pollution Control Act, as amended (33 U.S.C.




      1151 et seq.).

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                                                                      11




                        III.  RECOMMENDATION S







     To eliminate the health hazard associated with consumption




of shellfish from the Galveston Bay system and to abate the




existing pollution, it is recommended that:




     1)  Due to concentrations of oil and hydrocarbon residues in




oysters taken from approved areas in Galveston Bay, the Texas  State




Department of Health, in cooperation with the Food and Drug Administration,




ascertain the extent of health hazard  incurred,  and, if warranted,




recommend closure of Galveston Bay to shellfish harvesting.  Consideration




be given to prohibition of all commercial fishing in Galveston Bay until




it has been ascertained that the marine species taken from the Bay are




suitable for human consumption




     2)  Sampling for determining bacteriological acceptability of




areas for shellfish harvesting in Galveston Bay be conducted under




the most unfavorable hydrographic and pollution conditions as  required




by applicable regulations.  The most unfavorable hydrographic  and




pollution conditions occur with northerly and/or northwesterly winds




during or following periods of precipitation.




     3)  Effective disinfection of all waste sources contributing




bacteriological pollution to Galveston Bay be provided.   A program of




centralization and abandonment of small plants be undertaken to assure




the best treatment for domestic sewage,  with an implementation schedule




to be submitted to the Conferees within three months ofvthe date of the




first session of the Galveston Bay Enforcement Conference.

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           4)  A waste source survey be conducted on all sources of




      domestic and industrial waste permitted by the Texas Water Quality




      Board to discharge effluent to Galveston Bay and its tributaries.




      This survey should characterize and quantify specific compounds




      being discharged and include recommendations and scheduling of




      abatement measures.  A characterization and scheduling of abatement




      for the 55 waste sources discharging more than 500,000 gallons per




      day be submitted to the Conferees within eight months of the date




      of the first session of the Galveston Bay Enforcement Conference.




      The Texas Water Quality Board permits be amended to reflect the




      recommendations of this waste source survey including the compliance




      schedule.




           5)  The Texas Water Quality Board permits be amended to




      immediately prohibit the discharge of oil and grease as well as




      toxic materials from all waste sources.




           6)  The additional costs incurred by the Corps of Engineers




      for dredging of the Houston Ship Channel and the effect on water




      quality due to disposal of the organic sludge be evaluated.  Rec-




      ommendations of this evaluation include an assessment of damages




      among the waste dischargers to the Channel and, location of suit-




      able spoil disposal areas to minimize or eliminate deleterious




      effects on water quality.




           7)  The Houston Lighting and Power Company be required to




      abate the waste heat load to be discharged from the Cedar Bayou

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                                                                      13
plant to Trinity Bay such that the monthly mean of the maximum




daily temperatures not be raised more than 4 F during the fall,




winter and spring (September through May), or by more than 1.5 F




during the summer (June through August) at the point of discharge.




A cooling system incorporating recirculation and reuse be installed




at the Cedar Bayou power plant.  The Houston Lighting and Power




Company also insure that no deleterious effects or impairment of




water quality occur in Trinity Bay by reason of the use of a polluted




source for cooling water.




     8)  A committee be appointed to make recommendations to the




Secretary of Health, Education, and Welfare and the Administrator




of the Environmental Protection Agency within one year from the




date of establishment, on interim specific numerical criteria in




both water and meat for acceptance of shellfish and other commer-




cially valuable species taken from Galveston Bay.  The specific




numerical criteria to include bacteriological, oil and hydrocarbon




residue, taste and odor, as well as other acute and chronically




toxic or growth-inhibiting parameters.  The committee include




representatives of the Food and Drug Administration and the




Environmental Protection Agency, in cooperation with appropriate




Texas regulatory agencies.




     9)  Color of the waste effluent from U.S. Plywood-Champion




Paper Company and Southland Paper Mills be reduced to natural




background occurring in uncontaminated area waters.

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14
           10)  An assessment be made of the total waste load which can




      be discharged to Galveston Bay and/or its tributaries to meet




      applicable State and Federal water quality standards as well as




      the recommendations of this report.  This waste load be allocated




      among individual waste dischargers and not be exceeded regard-




      less of future development.

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                                                                      15
                       IV.  DESCRIPTION OF AREA






A.  PHYSICAL DESCRIPTION




     Galveston Bay is located in southeastern Texas on the Gulf of




Mexico about 25 miles southeast of Houston, the largest city in




the State.  The Galveston Bay estuarine system, consisting of four




large bays, Galveston, Trinity, East, and West Bays, and numerous




smaller bays, creeks and bayous, has a total surface area of




about 533 square miles and is the largest estuary on the Texas




coast.  The combined shoreline totals 245 miles.




     The major bays are broad and shallow, averaging less than ten




feet in depth.  The smaller bays, creeks and bayous are shallow and




sluggish.  Marshes border the open water in many areas.




     Most of the land surface adjacent to the bay system is only a




few feet above sea level and is virtually flat for about 50 miles




inland from the Gulf of Mexico.  The natural drainage is poorly




defined and has been altered by irrigation, drainage canals, and




other man-made waterways.




     Impoundments on the Trinity and San Jacinto Rivers regulate




fresh water inflows from these streams.  As a result, the hydrology




of the estuary is influenced primarily by inflows from an area of




3,600 square miles in the immediate vicinity.  The area includes




600 square miles of the lower Trinity River Basin, 1,500 square




miles of the lower San Jacinto River Basin, and 1,500 square miles




which drain directly into the bay system through bayous and

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16
      creeks.  The total drainage area of Galveston Bay is 24,300 square




      miles of which 17,800 square miles is in the Trinity River system




      and 3,900 square miles in the San Jacinto system.  The remaining




      2,500 square miles is from numerous small streams draining to




      the bay.




           Three major passages connect the estuary with the Gulf of




      Mexico.  San Luis Pass and Rollover Pass, an artificial fish




      passage, are outlets for West and East Bays, respectively.  The




      largest passage is Bolivar Roads, located between Galveston Island




      and Bolivar Peninsula.  This openeing is the primary outlet for




      the estuarine system.




           Several navigation channels are located in the estuary.  Of




      major importance is the Houston Ship Channel, a dredged deep-draft




      channel which enters Bolivar Roads, traverses Galveston Bay, the




      San Jacinto River and Buffalo Bayou, and terminates in Houston




      about 50 miles from the Gulf of Mexico.  Shorter deep-draft




      channels connect port facilities in Galveston and Texas City




      with the shallow-draft Intracoastal Waterway which traverses




      East and West Bays.  Other shallow waterways connect various




      points in the estuary system.  The area under consideration is




      illustrated in Figure IV-1.






      B.  CLIMATE




           The average annual rainfall in the Houston area is approxi-




      mately 45 inches per year, with monthly rainfall evenly distributed

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                                               o
Figure IV-1
Calves ton Bay Area

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                                                                      17
throughout the year.  Thunderstorms are the main source of precipi-




tation, with rainfall of several inches per day not uncommon.




     Temperatures are moderated by the influence of winds from the




Gulf, which result in mild winters and warm humid summers.  Average




daily temperatures range from about 53 F in the winter to about 83 F




in the summer, with an annual mean temperature of 69 F.




     Prevailing winds are from the southeast and south, except in




January, when frequent passages of high pressure areas bring




prevailing northerly winds.  Thundersqualls and tropical storms




with high wind velocities occasionally pass through the area.






C.  HYDROLOGY




     Freshwater inflow to the estuarine system from the Trinity




and San Jacinto Rivers and other coastal streams averages about




11,300 cubic feet per second (cfs), or an average annual volume of




8.2 million acre-feet.  Both the rate of inflow and the annual




runoff fluctuate widely.  For example, in 1965 the average weekly




inflow varied from less than 1,000 cfs to more than 45,000 cfs.




Between 1941 and 1957, total annual inflow varied from less than




2 million acre-feet to more than 20 million acre-feet.  Precipita-




tion falling directly on the water surface of the estuary contributes




a fresh water inflow of about 1.4 million acre-feet annually.




     The location, relative magnitude and variability of the major




sources of freshwater exert a strong influence on water quality in




the estuarine system.  The Trinity and San Jacinto Rivers together

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18
      contribute almost 90 percent of total freshwater inflow.  With an




      average annual flow rate of 7,900 cubic feet per second, the Trinity




      River strongly influences salinity levels in Trinity Bay.  The




      Houston Ship Channel traverses the lower ten miles of the San




      Jacinto River.  High flows in the river thus tend to flush degraded




      water from the middle reach of the ship channel out into Galveston




      Bay.  Buffalo Bayou, a small stream with a drainage area of about




      360 square miles, discharges into the upper end of the ship channel




      in the City of Houston.  Peak flows in the bayou following heavy




      rainfall frequently flush the water contained in the upper 25




      miles of the ship channel, into Galveston Bay.




           A major portion of the water supply for municipal and industrial




      purposes in the Galveston Bay area is obtained from groundwater




      sources.  The principal freshwater aquifer in the area is the




      Gulf Coast Aquifer which has a saturated depth exceeding 3,000 feet.




      Recharge of the aquifer is adequate to sustain the present rate of




      pumping if the withdrawal points were adequately dispersed.  Sus-




      tained heavy withdrawals in local areas have caused overdrafts




      of the aquifer.  Declining water tables, land subsidence and




      salinity intrusion problems have resulted.  A reduction in ground




      water withdrawals is expected in the future as these problems




      become more severe and alternate surface supplies become available.




           Two types of tides occur in the Galveston Bay estuary during




      normal weather.  Diurnal tides, with an average range of 1.25 feet,




      exist during  two to three weeks per month, and semi-diurnal tides,

-------
                                                                      19
with an average range of 0.5 feet, prevail during the remaining

period.  The complex geometry of the bay causes amplifications and

reflections of normal tidal effects resulting in considerable

spatial variation in tides.  During unusual weather conditions,

such as high winds or the passage of a cold front, the Galveston

Bay tides become wind-dominated and no consistent tidal performance

can be observed.

     Current measurements made by the Corps of Engineers show that

ebb and flood currents in the Houston Ship Channel are about 1.5

feet per second— .  In shallow areas of Galveston Bay, water currents

average between 0.3 and 0.4 feet per second.  However, in some of

the passes and channels between reefs, currents may range as high

as four feet per second.


D.  POPULATION

     The population of the Galveston Bay Basin, including three

counties and portions of four additional counties, was estimated at

1.4 million in 1960.  By 1968, the population had increased to an

estimated 1.8 million.  The Houston Standard Metropolitan Statistical

Area (SMSA), with 1970 population of 1.9 million, and the Galveston-

Texas City SMSA, with combined 1970 population of 178,000, are the

most important urban areas.
I/  Bobb, W. H., and R. A. Boland, Jr., Galveston Bay Hurricane Surge
      Study, Technical Report H-69-12, July 1970, U.S. Army Engineer
      Waterways Experiment Station, Vicksburg, Mississippi.

-------
20
           The population of the area is expected to continue the rapid




      growth rate of recent years.  Projections indicate that the popula-




      tion of the area will triple by the year 2020.






      E.  ECONOMY




           The economy of the area rests heavily on manufacturing, chiefly




      in the petrochemical field.  Manufacturing is concentrated around




      the southern and western shores of Galveston Bay, in the Houston




      metropolitan area, and along the Houston Ship Channel.  This concen-




      tration is expected to become more pronounced as the potential




      development of the area is realized.




           Since construction of the Houston Ship Channel in 1914, Houston




      has become a major port, now surpassed in total tonnages handled by




      only two other U.S. ports, New York and New Orleans.  The require-




      ment for sites located near the Texas oil fields and major shipping




      lanes has led to intensive development along the Ship Channel of




      refineries, chemical and petrochemical manufacturing plants.




      Fertilizer factories, gypsum and cement plants, two steel mills,




      paper manufacturing and other industrial facilities are also located




      adjacent or in close proximity to the Ship Channel.




           Location of the National Aeronautics and Space Administration's




      Manned Spacecraft Center near Clear Lake on Galveston Bay has




      attracted associated components of the aerospace industry to the




      Houston metropolitans-area and has helped to diversify the economy.




           The service industries^tnd local, State, and Federal govern-




      ment are presently the largest employers in the area.  This category

-------
                                                                      21
of employment along with employment by the trade industries is




projected to substantially increase in the future relative to




employment in manufacturing and other categories.






F.  WATER USE




     A variety of beneficial uses is made of the waters of the




Galveston Bay estuarine system and tributary streams.  The most




important of these uses include municipal and industrial water




supply, propagation of fish and wildlife, navigation, recreation,




and irrigation.  The rapidly expanding electrical power requirements




for the Galveston Bay area are being paralleled by increased use of




water for cooling purposes.






Municipal and Industrial Water Supply




     Water use for municipal and industrial purposes other than




condenser cooling water was estimated in 1960 to total about 608,000




acre-feet per year (544 million gallons per day-MGD) for the




Galveston Bay area.  Almost 80 percent of this water supply was




obtained from groundwater, as shown in Table IV-1.  The relative




use of water at various locations in the area is also shown in the




table.  It is estimated that average annual water use will total




about 1.7 million acre-feet (1,520 MGD) by 1990 and 3.3 million




acre-feet (2,850 MGD) by 2020.




     In 1968, nine public utility steam electric generating plants




were operating in the vicinity of Galveston Bay.  These plants




have a production capacity of 3,632 megawatts and a peak demand

-------
22


















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                                                                      23
capacity of 4,200 megawatts.  The nine plants use about 1,900 MGD




for once-through cooling and about 17 MGD of water for consumptive




cooling purposes.  In 1967 there were 18 industrial generating plants




in the area with an installed capacity greater than 1,000 kilowatts.




The total installed capacity of the 18 plants is about 1,168 megawatts,




These plants use about 870 MGD for once-through cooling and about 8




MGD for consumptive cooling purposes.  Condenser use and consumptive




use are projected to increase to 12,000 MGD and 86 MGD, respectively,




by 1990.  Comparable projections for 2020 are'24,000 MGD and 288 MGD.






Navigation




     The Houston-Calveston-Texas City port complex is one of the




largest deep-water harbor areas in the United States.  The tonnage




handled by these three ports in 1966 was greater than 82 million




short tons.  Several smaller ports in the Galveston Bay area added




about 2 million short tons of shipping to the 1966 total.  Principal




exports and imports include raw and refined petroleum and petroleum




products, chemicals and related products, grain and food products,




iron ore and sulphur.




     Commercial shipping is generally of two types:  Ocean-going




traffic which enters Galveston Bay through the entrance channel,




and shallow-draft barge traffic which moves through inland channels




to and from terminals on the Gulf Intracoastal and other inland




waterways.  Vessel traffic during 1966 amounted to about 19,500




ocean-going ships and 77,900 shallow-draft barges.

-------
24
           Two planned developments, a shallow-draft channel to open the

      Trinity River to navigation upstream to the Dallas-Fort Worth area

      and a new deep-water port facility at Morgan Point, are expected

      to bring about additional ship and barge traffic in the Galveston

      Bay area.


      Recreation

           The major water-oriented recreation activities in the Galveston

      Bay area are swimming, boating, camping, picnicking, water sports,
                          2/
      fishing, and hunting— .  In a 27-county study area which included

      the Galveston Bay area, there were 69,000 feet of established salt-

      water beaches, 160 boat ramps, and about 2,300 boat-car parking

      spaces in 1968.  A shortage of 9,000 campsites is expected by 1975.

      Dock and pier space for saltwater fishing totaled 369,000 square

      feet in 31 structures.

           Increases in population, available leisure time and personal

      incomes contribute to the growing demands for recreational facili-

      ties.  Because it is adjacent to the most populated metropolitan

      center in Texas, Galveston Bay is probably the most important

      coastal area in terms of recreational resources.  The full value of

      this resource cannot be realized unless suitable water quality is

      maintained.
      2/Texas Water Quality Board, Socio-Economic Study, Galveston Bay
            Area.  A report to the Federal Water Pollution Control
            Administration in fulfillment of a contract, Austin, Texas,
            May 1969.

-------
                                                                      25
Irrigation




     The total irrigated acreage in the vicinity of Galveston Bay




in 1964 was about 258,000 acres.  Irrigation water is obtained from




ground and surface sources and is used principally for rice produc-




tion.  The irrigated acreage is projected to increase to 278,000




acres in 1990 and 297,000 acres in 2020.






Shellfish Harvesting




     Commercial fishing and shellfishing in the Galveston Bay




system amounts to nearly five million pounds per year, providing




year-round employment for bay area residents as well as seasonal




employment for commercial fishermen from Louisiana coastal areas.




     The amount and value of oysters harvested from the Galveston




Bay estuary has fluctuated significantly from year to year.  Oyster




harvest data for the 1955-1969 period are presented in Table IV-2.




For this period, the annual harvest of oyster meat ranged from




311,000 pounds in 1958 to 4,836,000 pounds in 1965.  The correspond-




ing range in dockside value of the meat was $118,000 in 1958 to




$1,604,000 in 1966.  The average price for oyster meat fluctuated




independently of the Galveston Bay supply and ranged from $0.28 per




pound in 1957 and 1959 to $0.44 per pound in 1967 and 1968.




     Examination of the data shows a sharp increase in oyster




harvest beginning in 1959.  This change was tempoarily reversed in




1961 by Hurricane Carla which extensively damaged shellfish beds.




The harvest rapidly increased between 1961 and 1965, the peak

-------
26
                                    TABLE IV-2

                              OYSTER HARVEST AND VALUE
                                GALVESTON BAY, TEXAS
Total Oyster Harvest
Year
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
Total
Average
1963-69
Average
Source :
Oyster Meat Market Value
(1,000 Ibs.) ($1,000)
543
986
953
311
1,411
2,296
1,096
1,211
2,618
3,357
4,836
4,083
2,993
2,839
3,447
32,980
2,199
3,453
Texas Parks
160
285
262
118
396
655
329
473
914
1,093
1,538
1,604
1,320
1,250
N.A.
10,397
743
1,270
& Wildlife Depart
- Average
Price
($/lb.)
0.30
0.29
0.28
0.38
0.28
0.29
0.30
0.39
0.35
0.33
0.32
0.39
0.44
0.44
N.A.
-
0.34
0.38
tment .
Bed
Area
(Acres)
8,800
8,800
8,800
8,800
8,800
8,600
8,600
8,600
8,600
8,600
8,600
8,900
8,900
8,900
9,100
-
8,760
8,800

Oyster
Yield
(Ibs. /Ac.)
62
112
108
35
160
268
128
141
305
391
562
458
336
319
378
-
251
392


-------
                                                                      27
narvest year.  During this period, the approved area for shellfish




harvesting remained constant.  Otuer lactors, such as a decrease in




the size limit for harvesting oysters and an increase in the




number of out-of-state oystermen taking shellfish from the estuary,




are believed to account for much of the increase in harvest.  For




the past three years, the harvest has been relatively constant,




indicating a stable production may be occurring.

-------
                                                                      29
                          V.  WATER QUALITY
A.  APPLICABLE STANDARDS
     The Texas Water Quality Requirements provide specific numerical




criteria for fourteen zones in the Galveston Bay area.  The locations




of these zones are shown in Figure V-l.  Table V-l summarizes the




applicable criteria.




     The Requirements also provide for classification of shellfish




producing areas, as "approved," "conditionally approved," "restricted,"




or "prohibited," based upon criteria contained in the U.S. Public Health




Service manual, "Sanitation of Shellfish Growing Areas," 1965, revised.




Tne criteria for approved shellfish areas are, in summary form:




     (1)  The area is not so contaminated with fecal material that




consumption of shellfish might be hazardous.




     (2)  The area is not so contaminated with radionuclides or




industrial wastes that consumption of the shellfish might be




hazardous.




     (3)  The coliform median MPN of the water does not exceed




70/100 ml, and not more than 10 percent of the samples ordinarily




exceed an MPN of 230/100 ml (5 tube decimal dilution test) measured




under the most unfavorable hydrographic and pollution conditions.




     The Texas Water Quality Requirements and the Shellfish




Sanitation Manual are reproduced in Appendix A.

-------
   30
                                                                     TABLE V-l
                           SUMMARY OF TEXAS WATER QUALITY STANDARDS APPLICABLE TO GALVESTON BAY AND HOUSTON SHIP CHANNEL

0901
0902
0903
0904
0905

- Gulf of
- Trinity
Zone
Mexico at Galveston
River Tidal
- San Jacinto River Tidal
- Houston
(Turnini
- Houston
Ship Channel
5 Basin area)
Ship Channel

Chloride
Average
mg/1
20,000
6,000
10,000
4,000
7,000

Sulphate
mg/1
3,000
500
1,000
600
1,000
N U
Filterable
Residue
Average
mg/1
45,000
10,000
20,000
9,500
16,000
M E R I C
BOD
Average
mg/1
1.0
4.0
2.0
7.0
5.0
AL CRITERIA
Dissolved Oxygen
not less than
mg/1
7.0
6.0
4.0
1.5
2.0
MPN
Log.
Average
per 100 ml
5.0
1,000
50
100,000
10,000
pH
Range
7.0-9.0
7.0-9.0
6.2-8.5
6.0-8.5
6.0-8.5
Temperature


W
W
O
ed
b]
WATER USES-
Sultable Known
A, I A
A, I A
A, I A,I
E,I,N I,N
                                       10,000
       (San Jacinto Monument to
        Turning Basin)

0906 - Houston Ship Channel
       (Morgan Point to San Jacinto
        Monument)

0907 - Clear Lake

0908 - Texas City Ship Channel

1101 - East Bay
1102 - Galveston Bay (East of Houston   12,000
        Ship Channel, Bounded by
        Channel Marker 68, Fisher
        Shoals Day Beacon #1, Lone
        Oak Bayou, Smith Point, Hanna
        Reef and Bolivar Peninsula)

1103 - Trinity Bay and Galveston Bay    10,000
       (East of Houston Ship Channel
        and North of Channel Marker
        68 and Fisher Shoals Day
        Beacon I/I)

 1104  - Galveston Bay  (West  of  Houston   12,000
         Ship  Channel)

 1105  - West Bay  (East  of  Carancahua     16,000
         Reef)

 1106  - West Bay  (West  of  Carancahua     16,000
         Reef)
                                                   1,000    20,000
                                                                                     4.0
                                                                                                             6.2-8.5
                                                                                                                                        A,I    A,I
5,000
17,000
12,000
12,000
700
2,000
1,200
1,200
12,000
35,000
25,000
25,000
3.0
8.0
3.0
4.0
6.0
3.0
6.0
6.0
70
1,000
70
70
7.0-9.0
7.0-9.0
7.0-9.0
7.0-9.0
                                                                                                                                        A, I

                                                                                                                                        A,I

                                                                                                                                        A,I
                                                      700    20,000
                                                    1,500    25,000
                                                    2,000    32,000
                                                    2,000    32,000
                                                                                      6.0
                                                                                                       70
                                                                                                              7.0-9.0
                                                                                                              7.0-9.0
                                                                                                              7.0-9.0
                                                                                                                                        A,I    A,I
                                                                                                                                          A, I


                                                                                                                                          A, I


                                                                                                                                          A.I
                                                                                                                                                A,I
                                                      NARRATIVE CRITERIA APPLICABLE TO ALL ZONES
1.  Toxicity and Toxic Materials - These waters shall not exhibit either acute or chronic toxicity (or other harmful effect) to human, animal, or
      aquatic life to such an extent as to interfere with uses of the waters.
2.  Free or Floating Oil - Substantially free from oil.
3.  Foaming or Frothing Material - None of a persistent nature.
4.  Other - The control of other substances not heretofore mentioned will be guided by the U.S. Public Health Service manual, "Sanitation of
      Shellfish Growing Area," 1965 revision.  Where waters are not shellfish growing areas, it is required only that waters entering or contiguous
      to a shellfish growing area not interfere with the shellfish growing area.
5.  Radioactive Materials - Levels of ionizing radiation and radioactive materials of all kinds, from both dissolved and suspended matter, shall be
      regulated by the Texas Radiation Control Act, Article 4590 (f), Revised Civil Statutes of Texas, and the Texas Regulations for Control of
      Radiation issued thereunder.
I/  Key to Water Uses.
      Group A - Contact Recreation, Non-Contact Recreation, Fish and Wildlife, Fishing, Aesthetics, Navigation.
      Group B - Non-Contact Recreation, Aesthetics, Navigation.
      Group E - Aesthetics.
      Group I - Industrial Cooling Water.
      Group N - Navigation.

-------
                                                 O  1   2345
                                                   SCALE IN MILES
Figure V- I  Water Quality Standards Zones in the Calveston  Ba\ Area

-------
                                                                      31
B.  COLIFORM




     Coliform data obtained by the Galveston Bay Study for the




period July 1968 through June 1970 show that shellfish harvesting




criteria have been exceeded a significant percentage of the time




during the shellfish harvesting season in approved areas and almost




continuously in closed or prohibited areas (Table V-2).  Classifi-




cation of shellfish areas and locations of sampling stations are




illustrated in Figure V-2.  Samples are collected monthly from a




network of widely separated stations.




     Although the total coliform median limit of 70/100 ml is met




at all locations in the open areas, the 230/100 ml limit is exceeded




more than 10 percent of the time in at least three locations in,




or immediately adjacent to, approved harvesting areas.  Two of




these locations are in Galveston Bay (Stations 4 and 23) and one




in West Bay (Station 13).  Total coliform concentrations were




acceptable in the area of the most productive shellfish reef




(Station 28).




     A supplementary fecal coliform criterion was recommended and




discusssed at the Fifth National Shellfish Sanitation Workshop (1964).




It was proposed that a median fecal coliform MPN of 7.8/100 ml




not be exceeded and that not more than 10 percent of samples should




exceed 33/100 ml.  Fecal coliform organisms have been demonstrated to




almost exclusively originate from the digestive tract of man and




other warm blooded animals and are, therefore, presumedly a better

-------
32








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           HOUSTON
NOTE




  STITIOH LOCATIONS NOT SB OK II




  II  HOUSTON SHIP CHANNEL. MILE SO




  35  HOOSTON SHIP CHANNEL, MILE 4i
                                                                                                            APPROVED AREA *





                                                                                                            POLLUTED AREA*






                                                                                                  I      |  CO«DITIORALL» APPROVED ABEA*
       Figure V - 2    talvrston Bay Sludj  Sampling Stations and  Classifications  of Shellfish  Har\oting Areas.

-------
                                                                      33
indicator of recent pollution from these sources than total coliform.




The concentrations for Galveston Bay are summarized in Table V-3.




The same pattern as total coliform is demonstrated, with the




recommended criteria being violated at the same three locations in




the open areas.  The median concentration near the most productive




reef was less than the lower limit tested and no measured values




exceeded 33/100 ml during the 1969 and 1970 harvesting seasons.




     Lines of equal total coliform concentrations  (iso-lines) as




well as percentage of time that concentration^ exceeded 230/100 ml




are shown in Figures V-3 and V-4.  The excessive concentrations of




coliform pollution emanate primarily from the Houston Ship Channel.




Increased concentrations of bacteriological pollution in Galveston




Bay are attributable to waste discharges from the Clear Lake area




and the City of Galveston.  Concentrations are slightly higher in




the Chocolate Bayou and East Bay areas.  The iso-lines also demon-




strate that, in a large portion of the approved shellfish harvesting




area, total coliform concentrations will exceed 230/100 ml more than




10 percent of the time.




     To determine the pattern of coliform pollution under differing




hydrological and meteorological conditions, iso-lines were analyzed




for January 14, February 18, and March 18, 1969 as well as January




14, February 10, and March 10, 1970.  These coliform distributions




are illustrated in Figures V-5 through V-10.  Meteorological and




hydrological conditions existing prior to and on the date of

-------
34





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-------
HOUSTON
         Figure V  -  3   Isolines of Median Coliform Concentrations, Gahehion Ba>.

-------
                                   NOTE



                                     SIIHFUE S»MPl|ES TAKEN DURING



                                     DEC 1961  IFiBIL I9B9
                                              I


                                     IND DEC I9t9.t APRIL 1970
Figure  V  -  I   Perrenl  of Samples, with  Total Coliform Concentrations Greater  Than 230/100 ml, Galveslon Ba>.

-------
HOUSTON
                         METEOROLOGICAL  DATA




                           UNHURT 12 IjIND 90* U 8 G MPH




                           ItlllllV 13 JlND 100  AT II G KPN




                           IINIItRV 14 rfKD 1211  IT 12 4 MPH
   Figure  V  - 5  Isolines of Total  toliform  Concenlrations-Gaheslon  Ba>  - January  14, 1969

-------
                                                                  O   1   2  3  A  5
                     METEROLOGICAL  DATA




                      FEBRVm IE HIND 350 IT 9 9 MPH




                      FEBRUARY II WIND If IT 1 7 MPH




                      FEBIUDV IB WIND.UB' IT 9 4 MPH
Figure  V - 6   NolitH'h of Total  Coliform  Conccntralioiih-tahchton  Ba>  -  February  18, 1969

-------
HOUSTON
  Figure V - 7  Isolincb of Total Coliform Concentrations—CaUeslon  Ba\ -  March  18, 1969

-------
HOUSTOH
                          12 WIND 10' I|T 4 5 HPH




                    IMIURT 13 WIND 61' AT 5 1 »P»
 Figure V  -  it   Isolincs of Total Col'iform  Cunornlralionh  -  Cal\rslon Bav  -  Januan  13.  1970

-------
HOUSTON
                 FEBRUARY 9 WIND 331 U 5




                 FEBRUARV 10 WIND 2(0  II 1 3 MPH
 Figure \  -9   Isolinci? of Tolal Coliform Conrenlralions-talveston Ba> - February 10,  1970

-------
                MARCH 20 WIND 120  (I't 3 MPH
Figure  V- 10   Isoliiifb of Total Coliform  f.oiH'fnlrations-Galvpslon Bay  -  March  10,  1970

-------
                                                                      35







sampling were examined.  Strong north or northwest winds, with




accompanying precipitation, cause excessively high coliform concen-




trations in the approved harvesting area.  On February 18, 1969,




after three days of strong northerly winds and 1.8 inches of rain




recorded on February 13, virtually the entire approved area of the




Bay had total coliform concentrations in excess of 100/100 ml with




542/100 ml observed immediately adjacent to the most productive




shellfish reefs.  Similar conditions occurred on March 18, 1969




(variable northerly winds with 1.45 inches of rain recorded from




March 15-17) and again, coliform concentrations exceeded 100/100 ml




in nearly all of the approved areas with the exception of East Bay.




The shellfish areas in Galveston Bay were temporarily closed during




this period.  In contrast, winds from the northeast, east, or southeast




with no precipitation are the most favorable conditions for low coliform




concentrations in the approved harvesting areas as evidenced by




the iso-lines for January 14, 1969, January 13, 1970, and February




10, 1970.  These meteorological and hydrological conditions minimize




the effect of pollution discharged to the Houston Ship Channel




and Clear Lake areas by confining it to the immediate areas of




discharge.   Periods of rainfall cause significant bacteriological




contributions from Double Bayou on the east side of the Bay to




the approved harvesting area in Galveston Bay,  and from Chocolate




Bayou to approved areas in West Bay.   Coliform pollution is also




contributed from the Point Barrow area.   During relatively calm




conditions, allowable coliform concentrations for shellfish

-------
36
      harvesting will be exceeded in the northern and western portions




      of the approved areas in Calveston Bay due to pollution from the




      Houston Ship Channel and Clear Lake areas.  There is also a sub-




      stantial increase in coliform pollution due to discharge from




      the City of Galveston.  However, this does not significantly




      influence concentrations in the approved areas.




           If coliform concentrations in Galveston Bay were regularly




      measured during the most unfavorable hydrographic and pollution




      conditions as required by the applicable standards for acceptability




      for shellfish harvesting, it is probable that all of Galveston Bay




      with the exception of areas in East Bay would be closed to shellfish




      harvesting due to pollution.  During the 1968-1969 harvesting season,




      hydrological and meteorological conditions were unfavorable for




      maintenance of suitable bacteriological quality as much as 40 percent




      of the time.  Part of the approved areas of Galveston Bay are presently




      in violation of the criteria for acceptable shellfish harvesting as




      defined by Federal and State standards.  Approval of areas for




      shellfish harvesting in Galveston Bay should reflect sampling under




      the most unfavorable hydrographic and pollution conditions as required.






      C.  HEAVY METALS AND PESTICIDES
           The Texas Water Quality Standards do not specify numerical limits




      for heavy metals or pesticides.  Acute or chronic toxicity to human,




      animal or aquatic life is prohibited.  Criteria for approved shellfish




      areas prohibit contamination by industrial wastes such that consump-




      tion of shellfish might be hazardous.

-------
                                                                      37


     It is estimated, from samples collected in February 1969 by the

Texas Water Quality Board, that 1,600 pounds per day of lead, 7,900

pounds per day of zinc, 5,000 pounds per day of cadmium, and 300

pounds per day of chromium are discharged primarily to the Houston

Ship Channel.  The Houston Ship Channel also receives 400 pounds per

day of phenols and at least 1,000 pounds per day of cyanide, a highly

toxic chemical, principally from the Armco Steel Company.  Observed

concentrations of metals in the Houston Ship Channel near water

supply intakes are summarized in Table V-4 from the Texas Water Quality

Board data and from WQO-EPA data collected during November 1970 in

Galveston Bay and the Houston Ship Channel.  The Federal Water Quality

Administration's sampling locations are shown in Figure V-ll.  Although

numerical criteria have not been established for most of these sub-

stances, maximum concentrations observed were grossly in excess of

natural background ranging from 8.5 times greater than background

for nickel to 108,000 times greater than background for chromium.

Concentrations of metals found at all sampling stations in Galveston

Bay and the Houston Ship Channel by WQO-EPA indicate widespread and

relatively uniform contamination throughout the system.

     Sediment samples were collected from the Houston Ship Channel,

West Bay near Galveston, and Trinity Bay during the summer of 1969— .
_!/  Copeland, B. J., and W. G. Fruh, Ecological Studies of Galveston
      Bay,  Final Report to the Texas Water Quality Board - Contract
      IAC (68-69), 408, 1969.

-------
38
                                      TABLE V-4
                           CONCENTRATIONS OF HEAVY METALS
                        GALVESTON BAY - HOUSTON SHIP CHANNEL
Background Sea Water Maximum Observed Order of Magnitude
Concentration* Concentration Above Background
ug/l** yg/l
Metal
Lead
Zinc
Cadmium
Copper
Strontium
Mercury
Nickel
Chromium
y U y y
0.03 1,900 20 63,300
10.0 14,000 1,550 1,400 155
80.0 1,200 - 15
3.0 10,800 360 3,600 120
4,700 240
0.03 130 - 4,340
5.4 46 - 8.5
0.005 - 540 - 108,000
      *   Water Quality Criteria - Report of the National Technical Advisory
            Committee to the Secretary of the Interior, Federal Water Pollution
            Control Administration, April 1968.
      **  Micrograms per liter.
      37  Texas Water Quality Board Data - February 1969.
      2J  Federal Water Quality Administration Data - November 1970.

-------
                                                                      39
Significant quantities of chlorinated hydrocarbon compounds ranging


to over 70 micrograms per kilogram (ug/kg) were observed in the


Houston Ship Channel and Galveston areas.  No chlorinated hydro-


carbons were detected in sediments from Trinity Bay, an area which


does not presently receive measurable quantities of municipal or


industrial waste discharge.  All areas exhibited significant


quantities of cadmium, tin, and lead in sediment samples.  Concen-


trations were 0.31 milligrams per gram (mg/g) for cadmium; 0.62


mg/g of tin; and 0.93 mg/g of lead.  Mercury concentrations in


sediments from the Houston Ship Channel were as high as 2,100


milligrams per kilogram (mg/kg).


     Bioassays conducted on Houston Ship Channel water indicate


that concentrations of toxic compounds are three times greater than

                                                       21
levels which could be tolerated for normal algal growth— .  The


natural biota of Galveston Bay have been severely damaged by the


discharge of toxic wastes, primarily in the Houston Ship Channel.


The diversities, numbers, and weights of fish, shrimp, and crabs


as well as the diversities of phytoplankton and benthic animals


were very low at Morgan Point near the mouth of the Houston Ship


Channel and increased in the Bay in proportion to distance from


the channel.  Fish collected in upper Galveston Bay were generally


very small, and those collected at Morgan Point "were in poor physical
2j  Copeland, B. J., and W. G. Fruh, Ecological Studies of Galveston

      Bay, Final Report to the Texas Water Quality Board - Contract

      IAC (68-69), 408, 1969.

-------
40
     condition.  A great many were missing caudal fins and some were




     also missing filamentous portions of pectoral and pelvic fins.''




     Some were blinded with hard white crusts covering their eyes.




          Oyster samples were obtained from both approved and pro-




     hibited shellfishing areas in Calveston Bay during November 1970,




     and analyzed for metals content.  These data are presented in Table




     V-5.  Although substantial data are available on occurrence of




     metals in oysters generally, little or no evaluation of these con-




     centrations has been presented concerning acute and chronic toxic




     levels.  The hazard associated with concentrations of heavy metals




     and other toxic substances has not yet been firmly established by




     the appropriate regulatory agencies.  Specific numerical criteria




     which signify levels of acute and chronic toxicity should be




     established as soon as possible.






     D.  OIL AND PETROCHEMICAL RESIDUES




          The Texas Water Quality Requirements stipulate that all




     waters be "substantially free" of oil.  A consistent condition of




     oil pollution prevails in the Galveston Bay System due to discharges




     of oil to the Houston Ship Channel as well as the prevalence of




     the petroleum related industries and vessel traffic.  Oil slicks




     are commonplace in the Channel and are frequently observed in




     Galveston Bay.  During 1968, 65 incidents of pollution from vessels




     and shore facilities were investigated by the United States Coast




     Guard.

-------
                                                                                                                                       41
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-------
42
           Oil pollution in shellfish producing areas can cause heavy

      mortality in oysters— .  Oyster samples collected from open and

      closed areas in Galveston Bay in November 1970 were analyzed for oil

      and hydrocarbon residues at the Woods Hole Oceanographic Institution.

      Oysters from approved harvesting areas had concentrations of 26

      parts per million (ppm) and 23 ppm.  The sample from the condition-

      ally approved area had 30 ppm of residues.  Oyster tissue from a

      closed area near Morgan Point at the mouth of the Houston Ship Channel

      was grossly contaminated as evidenced by the hydrocarbon concentration

      of 237 ppm.  The hydrocarbon residues were not generated by the

      oysters themselves but were derived from petroleum wastes.  The

      distribution of hydrocarbon residues in all oyster tissues was

      similar, indicating the same sources of contamination.  These

      residues represent a health hazard for consumption of oysters taken

      from Galveston Bay, which is directly attributable to the discharge

      of industrial waste from petrochemical and other related industries;

      leakage from oil well pumping taking place in the Bay; and from

      vessel pollution.  Based on the concentrations observed in the oyster

      tissues, the Houston Ship Channel is the major source of these

      residues to Galveston Bay.

           The State of Massachusetts closed West Falmouth Harbor to shell-

      fish harvesting after a September 1969 oil spill.  The area of closure
      _3/  McKee, J. E., and H. W. Wolf, Water Quality Criteria, Second Edition,
            State Water Quality Control Board, Sacramento, California,
            Publication No. 3-A, 1963.

-------
                                                                      43
was extended during 1970 due to the persistence of residues in

                                          4/
shellfish, ranging from 4.0 ppm to 126 ppm— .  In the closed section


of West Falmouth Harbor, residues in shellfish ranged from 4.0 ppm


to 12.0 ppm.  The control shellfish sample from an uncontaminated


area had a concentration of 1.7 ppm.  Concentrations of hydrocarbons


in shellfish from approved harvesting areas in Calveston Bay are


from two to six times greater than observed in closed areas of West


Falmouth Harbor.


     Very slight amounts of oil or petroleum products in bays and


estuaries have been found to impart an oil or kerosene flavor to


oyster, clams, and mussels, making them unmarketable.  Numerous


industries discharge oil and grease to the Houston Ship Channel


and Galveston Bay, as determined from permits issued by the Texas


Water Quality Board.


     Oysters from Galveston Bay were analyzed for aesthetic accept-


ability by means of odor tests conducted on samples collected in


November 1970.  The subjective judgments of a panel of judges were


analyzed statistically to determine the probability of true odor


conditions.  Odors were rated on a scale ranging from seven (no


odor) to one (very extreme odor).  Because some of the oysters


had been collected from closed areas, no taste tests were performed.


     Oysters collected from East Bay were used as control or refer-


ence samples.  These were the only oysters that did not have a
4/  Blumer, M., et al, The West Falmouth Oil Spill. Woods Hole
      Oceanographic Institution, Reference No. 70-44, September 1970.

-------
strong odor.  Raw oysters from this area received odor scores of




4.8 and 4.9 on the seven-point scale, and roasted oysters were




rated 5.5 by the panelists (Table V-6).




     Raw oysters near the mouth of the Houston Ship Channel were




rated a low 3.1 by the panel, and were characterized by petroleum




odors.  Oysters collected near the center of the Calveston Bay-




Trinity Bay area were given a very low rating of 2.9 and emitted




strong odors of sewage.




     Oysters rated 3.8 and 4.0 on the odor scale were taken from




Stations 3 and 5 in the open area of Red Fish Reef (Figure V-ll).




Oysters rated 4.0 were obtained from Station 6 in the closed area.




Oysters collected from the open area of Spoonbill Reef (Station 7)




had nearly acceptable odors, and were rated 4.5 and 5.3 by the test-




ing panel.  The text of the report covering the odor examinations is




provided in Appendix B.




     From these tests it is concluded that oysters inhabiting waters




of Galveston Bay acquire unacceptable odors, and the degrees of these




odors are dependent upon proximity to the Houston Ship Channel.






E.  DISSOLVED OXYGEN




     The Galveston Bay Study data show that dissolved oxygen (DO)




criteria established for the Houston Ship Channel are being violated




consistently.  From Morgan Point to the San Jacinto Monument, the




DO levels are below the criterion of 4.0 mg/1 more than 60 percent




of the time.  Values in the surface layer range from zero to greater

-------
                                                           45
                   TABLE V-6




EVALUATION OF GALVESTON BAY OYSTER MEATS FOR ODOR

Judge

Ref.

1 2
Sample
3 4a

5

6

7
Raw Oysters
1
2
3
4
5
6
Total
Average

1
2
3
4
5
6
Total
Average
4.0
4.5
5.0
6.0
4.0
5.0
28.5
4.8

6.0
5.0
5.0
4.0
7.0
6.0
33.0
5.5
5.0 4.0
4.5 3.5
6.0 4.5
6.0 2.0
4.0 2.0
4.0 2.0
29.5 18.5
4.9 3.1
Roasted
-
-
-
-
-
-
-
-
2.0 4.0
1.5 2.0
4.5 5.0
5.0 2.0
4.0 2.0
6.0 2.5
23.0 17.5
3.8 2.9
Oysters
5.0
4.0
5.0
4.0
4.0
1.0
23.0
3.8
4.0
1.5
4.5
5.0
4.0
5.0
24.0
4.0

5.0
4.0
3.0
6.0
5.0
4.0
27.0
4.5
4.0
2.5
6.0
7.0
2.0
2.5
24.0
4.0

-
-
-
-
-
-
-
-
5.0
4.0
6.0
4.0
5.0
3.0
27.0
4.5

6.0
5.0
5.0
6.0
4.0
6.0
32.0
5.3

-------
46
      than 7 mg/1 from the San Jacinto Monument to the Turning Basin.  In




      the Turning Basin area and from the San Jacinto Monument to the




      Turning Basin, the DO criteria of 2.0 mg/1 and 1.5 mg/1, respectively,




      for these reaches are being violated more than 85 percent of the time.




      Dissolved oxygen is generally less than 1.0 mg/1.  The DO levels in




      the San Jacinto River tidal area are violated about 30 percent of the




      time.




           In Galveston Bay west of the Ship Channel, the DO criterion




      of 5.0 mg/1 is met about 95 percent of the time except near Morgan




      Point where the standard is being violated more than 35 percent of




      the time.  Dissolved oxygen at this location is less than 4.0 mg/1




      at least 30 percent of the time.




           The DO levels in the Trinity Bay area and West Bay east of




      Carancahua Reef meet the established DO criterion of 5.0 mg/1 95




      percent of the time.  The levels range from less than 2.0 mg/1 to




      more than 15.0 mg/1 in Trinity Bay and less than 3 mg/1 to more




      than 10 mg/1 in West Bay.




           A criterion of 6.0 mg/1 has been established for the remainder




      of the system.  This level was met about 80 percent of the time,




      with values ranging from less than 4 mg/1 to greater than 12 mg/1.




      The DO levels in the Gulf of Mexico must meet a criterion of 7.0




      mg/1.  Observed values in this zone range from 5.0 mg/1 to more




      than 9 mg/1.

-------
NOTE
  STATIONS NOT SHOW*
  C 3  HOUSTON SHIP CHANNEL MILE 41
  C 4  HOUSTON SHIP CHANNEL MILE 49  [TURNING 1ASIN|
                                                                                                            LEGEND

                                                                                                  •  OYSTER AND WATER SAMPLING STATION

                                                                                                  O  WATER SAMPLING STATION
                                                                                  O    1   2345
                                                                                    SCALE IN  MILES
     Figure  \  -  II   Water andlhsirr Sampling  Locations -  FV\Q\  Kcronnaissaiu-c Sur»c>.  NcHcmber  197(1

-------
                                                                      47
F.  BIOCHEMICAL OXYGEN DEMAND




     Biochemical oxygen demand (BOD) is a measure of the biologi-




cally oxidizable organic material in a wastewater.  It theoretically




represents the dissolved oxygen consumed by microbial life while




assimilating and oxidizing the organics in the waste.  The five-day




BOD data collected by the Calveston Bay Study for the period July




1968 through June 1970 were evaluated for compliance with the Texas




Water Quality Standards which specify BOD averages calculated over




a one-year period.




     In the Gulf of Mexico at Galveston the BOD criterion of 1.0




mg/1 was exceeded 100 percent of the time with yearly averages ranging




from 1.8 to 4.1 mg/1.  Single BOD observations ranged from less than




1.0 mg/1 to 13 mg/1 in this zone.




     The BOD criteria in the Houston Ship Channel are 7.0, 5.0 and




2.0 mg/1 (yearly average) for various zones.  These averages were




exceeded 100 percent of the time with averages ranging from 4.6 mg/1




to 20.8 mg/1.  Single BOD observations ranged from 50 mg/1 to less




than 1.0 mg/1.  The BOD criterion established for the Ship Channel




from Morgan Point to the San Jacinto Monument (2.0 mg/1) is




incongruous with the criteria set for immediately adjacent zones,




i.e., Ship Channel to the Turning Basin (5.0 mg/1) and Galveston




Bay west of the Ship Channel (6.0 mg/1).  This is particularly




apparent since BOD exceeds 6.0 mg/1 from Morgan Point to the Monument




100 percent of the time although the applicable value is 2.0 mg/1.

-------
48
           A summary of BOD observations compared to required criteria in




      the remainder of the Galveston Bay system is presented in Table V-7.




           The BOD parameter is not indicative of the actual organic pollu-




      tion present, since the toxicity or growth limiting action of many




      of the industrial wastes entering Galveston Bay and its tributaries




      tends to inhibit oxidation of organic material.  Depending upon the




      dilution employed, there was wide variation in BOD values observed




      in the same sample.  This effect was most pronounced in samples




      collected from the Houston Ship Channel.  Where the sample was un-




      diluted, the BOD value was generally less than the BOD of a diluted




      sample - often by a factor of several hundred percent, thus indicat-




      ing that toxic or growth inhibiting substances in the sample were




      preventing satisfaction of organic material.  Biochemical oxygen




      demand is not a satisfactory indicator of the potential effect on




      water quality caused by most of the waste effluents discharged to




      the Galveston Bay system.  This is particularly true of petrochemi-




      cal effluents due to the large number of complex waste compounds




      not immediately susceptible to biological degradation.

-------
49














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CO 4-1 O >* 4-1 O
PQ CO 4J CO
 CO (3 > CO
CO rH CO -H rH (U
to CO M l-i CO S
WO HO
0 rH






 m
• •
rH rH






m ON
-a- CN




OO v£>
• •
OO P^
rH rH








rH CN








o m
CO CN












tti III
%<4H >,<4H
CO O cfl O
PQ PQ
4J 4J
4J CO 4J CO
CO CO CO (11
Q) W 0) 5
!3 ^

-------
                                                                      51





                         VI.  WASTE SOURCES






     The Texas Water Quality Board, in accordance with provisions




of the Texas Water Quality Act of 1967, issues effluent permits to




municipalities and industries.  In the Galveston Bay area, permits




have been issued to 141 municipal and domestic waste dischargers




and 136 industrial waste dischargers.  These discharges, the type




of treatment provided, the quantities of waste effluent allowed




under the permit, and the water pollution control needs where




known, are listed in Tables VI-1 and VI-2.  Little or no informa-




tion is available on actual measurement and characterization




of waste discharges.




     The total permitted discharge of waste effluent to Galveston




Bay and its tributaries, as of 1968, is approximately 779 million




gallons per day (MGD) which may contain 583,000 pounds per day of




suspended solids, 270,000 pounds per day of BOD, and 1,657,000




pounds per day of chemical oxygen demand (COD).  The degree of




necessary waste treatment to meet these requirements is not




specified in the permits.




     Of this total, 92.6 percent of the suspended solids, 85.5




percent of the BOD, and 92.8 percent of the COD are allocated to




industrial sources while the remainder is applied to municipal or




other domestic effluents.  On a flow basis, industrial wastes con-




tribute about 72 percent of the total.  The distribution of permit-




ted waste discharge by area is shown in Figures VI-1 through VI-4.

-------
52
                          TABLE VI-l-A

MUNICIPAL AND DOMESTIC WASTE DISCHARGES TO THE HOUSTON  SHIP CHANNEL
           ABOVE MORGAN POINT, INCLUDING BAYTOWN
PERMITTED DISCHARGE-'
Source
Bay town
(Bayway Drive)
Bay town, City of
(Cralgmont)
Baytown, City of
(East District)
Baytown, City of
(Humble Docks)
Baytown, City of
(West Main)
Beeler, R. F.
(Sequoia Estates)
Bellaire
Chambers County
(WCID #1)
Crest Sanitary Corp.
Florence , R. G .
(Port Haven)
Galco Utilities Co.
Galena Park
(Plant #1)
Galena Park
(Plant #2)
Harris County
(Estex Oaks District)
Harris County
(WCID-Fondren Road)
Harris County
(FWSD #8)
Harris County
(FWSD #47)
Harris County
(FWSD #48-1)
Harris County
(FWSD #48-2)
Harris County
(FWSD #78)
Harris County
(WCID #1)
Harris County
(WCID #21)
Harris County
(WCID #36)
Harris County
(WCID #69)
Harris County
(WCID #70-1)
Harris County
(WCID #70-2)
Type of,,
Treatment-
	
	
Primary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
	
None
Secondary
Chlorination
Unknown
Unknown
Unknown
Secondary
No Chlor.
Secondary
No Chlor.
Secondary
Chlorination
Unknown
Secondary
Chlorination
Secondary
Chlorination
	
	
	
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
	
	
Flow
MGD
0.700
0.140
1.000
0.560
2.700
0.400
1.950
0.030
0.075
0.002
0.108
0.700
0.100
1.000
0.650
0.700
0.600
0.220
0.210
0.100
0.500
0.850
0.350
0.565
0.050
0.300
Susp.
Solids
J/Day
*117
23
167
93
450
67
325
5
13
1
18
117
17
167
108
117
100
37
35
17
83
142
58
94
7
40
BOD
#/Day
*117
23
167
93
450
67
325
6
13
1
18
117
17
*167
108
117
100
37
35
17
83
142
58
94
7
40
COD*
#/Day
351
69
501
279
1,350
201
1,075
18
39
3
54
351
**51
501
324
351
300
111
105
51
249
426
174
282
21
120
4/
Waste Treatment Needs— and
Unknown
Unknown
Unknown
Complies with permit.
Complies with permit.
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Enlarge existing plant.
Meets permit requirements.
has requested this plant
ferred to them.
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
In compliance. No needs.
No needs.
Plant remodeling required.
not comply with permit.
Unknown
Unknown
Status













Houston
be trans-









Does



-------
                    TABLE VI-l-A (Continued)
IIUNICIPAL AND DOMESTIC WASTE DISCHARGES TO THE HOUSTON SHIP CHANNEL
           ABOVE MORGAN POINT, INCLUDING BAYTOWN AREA—^
53
PERMITTED DISCHARGE-'
Source
Harris County
(WCID #73)
Harris County
(WCID #74)
Harris County
(WCID #78)
Harris County
(WCID #84)
Harris County
(WCID #90)
Harris County
(WCID #93)
Harris County
(WCID #94)
Harris County
(WCID #95)
Houston, City of
(Water Treatment Pit.)
Houston, City of
(Almeda Plaza)
Houston, City of
(Chadwick Manor)
Houston, City of
(Chatwood Plant)
Houston, City of
(Chocolate Bayou Pit.)
Houston, City of
(Clinton Park)
Houston, City of
(Cole Creek Manor)
Houston, City of
(Easthaven)
Houston, City of
(Fontaine Place
Subdivision)
Houston, City of
(Forest West)
Houston, City of
(Gulf Palms Pit.)
Houston, City of
(Gulfway Terrace)
Houston, City of
(Harris Co. #34)
Houston, City of
(Internal '1. Arpt.)
Houston, City of
(Lake Forest Pit.)
Houston, City of
(Longwood Subdivision)
Houston, City of
(New Homestead)
Type of,.
Treatment—
	
Secondary
Chlorination
Unknown
	
Unknown
Secondary
Chlorination
Unknown
Secondary
Chlorination
	
Secondary
Chlorination
Secondary
No Chlor.
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Unknown
Secondary
Chlorination
Unknown
Secondary
No. Chlor.
Secondary
Chlorination
Secondary
Chlorination
	
Secondary
Chlorination
Secondary
Chlorination
	
Flow
MGD
0.300
0.250
0.150
0.400
0.350
0.700
1.000
0.325
0.020
0.880
0.056
0.276
1.550
0.750
0.300
0.214
0.280
0.300
0.180
0.135
0.300
0.200
0.175
0.021
0.880
Susp.
Solids
#/Day
40
42
20
67
58
117
167
54
*3
147
9
127
259
125
50
36
163
50
95
73
50
33
70
4
147
BOD
///Day
40
42
20
67
58
117
167
54
*1
147
9
101
259
125
50
36
135
50
48
48
50
33
38
4
147
COD*
#/Day
120
126
60
201
174
351
501
162
3
541
27
303
777
375
150
108
405
150
144
144
150
**99
114
12
441
4/
Waste Treatment Needs— and Status
Unknown
Unknown
Unknown
Unknown
Unknown





Will connect to Houston treatment
facilities.
In compliance with permit 1970
UnknOTTn
Unknown
Enlarge existing plant.
Unknown
Construct or improve outfall.
Meeting permit requirements.
In compliance with permit.
Unknown
Unknown
Construction or improvement of
outfall.
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Construction or improvement of
outfall .
•

















Currently meeting permit require-
ments .

-------
     54
                    TABLE VI-l-A (Continued)

MUNICIPAL AND DOMESTIC WASTE DISCHARGES TO THE HOUSTON SHIP CHANNEL
           ABOVE MORGAN POINT, INCLUDING BAYTOWN AREAi/
PERMITTED DISCHARGE^'
Source
Houston, City of
(Northeast Dist.)
Houston, City of
(Northside Pit.)
Houston, City of
(Northwest Pit.)
Houston, City of
(Red Gully Plant)
Houston, City of
(Sims Bayou)
Houston, City of
(Southwest Plant)
Houston, City of
(West Dist. Pit.)
Houston, City of
(FWSD #23)
Houston, City of
(WCID #17)
Houston, City of
(WCID #20)
Houston, City of
(WCID #32)
Houston, City of
(WCID #34)
Houston, City of
(WCID #39)
Houston, City of
(WCID #42)
Houston, City of
(WCID #44-1)
Houston, City of
(WCID #44-2)
Houston, City of
(WCID #44-3)
Houston, City of
(WCID #47-1)
Houston, City of
(WCID #47-2)
Houston, City of
(WCID #51)
Jacinto City
Jersey Village
Jetro Lumber and
Building Co.
Katy, City of
Type of2 .
Treatment—
None
Secondary
No Chlor.
Unknown
	
Secondary
No Chlor.
Secondary
Chlor inat ion
Secondary
Chlorination
Secondary
Chlorination
	
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Unknown
	
Secondary
Chlorination
Flow
MGD
2.000
55.000
4.000
0.300
48.000
15.000
6.000
1.250
0.750
0.125
0.750
0.136
0.522
0.436
0.250
0.088
0.700
0.384
0.384
1.253
1.200
0.066
0.012
0.280
Susp.
Solids
#/Day
334
9,174
673
50
8,006
2,502
1,002
209
494
21
125
50
305
469
261
17
490
702
160
209
*320
11
2
*48
BOD
#/Day
334
9,174
673
50
8,006
2,502
1,002
209
125
21
125
31
135
262
200
15
403
90
86
209
320
11
2
*48
COD*
#/Day
1,002
27,522
2,019
150
24,018
7,506
3,006
627
375
63
375
124
405
786
600
45
1,209
270
258
627
960
33
6
144
Waste Treatment Needs— and Status
Construct secondary treatment plant.
Not in compliance with permit.
Unknown
Unknown
Unknown
Enlarge existing plant.
Plant enlargement underway. Current
quality in compliance.
Enlarge plant. Construct or improve
interceptors and outfalls.
Plant is to be enlarged to serve as
a Regional Treatment System.
Construction or improvement of
outfall .
Unknown
Unknown
Plant to be abandoned and flow
diverted to another plant.
Unknown
Unknown
Unknown
Unknown
Construct or improve outfall.
Unknown
Unknown
Plant presently overloaded but
meeting permit requirements.
Unknown
Unknown
Unknown
Mayflower Investment
  Company
                                               0.500
                                                              83
                                                                        83
                                                                                   249
                                                                                             Unknown

-------
                                                                                                                      55
                                                    TABL^ VI-l-A (Continued)
                                MUNICIPAL AND DOMESTIC WASTE DISCHARGES TO THE HOUSTON SHIP CHANNEL
                                           ABOVE MORGAN POINT, INCLUDING BAYTOWN AREA-
PERMITTED DISCHARGE-^
Source
Memorial Villages
Water Authority
Morgan Point, City of
Nitsch, A. J.
(Durkee Manor)
Oak Glen Building
Corp. (North Terrace)
Oakwide Water Co.
Pace Setter, Inc.
(Imp. Val.)
Pasadena, City of
(Deepwater Plant)
Pasadena, City of
(Northside Plant)
Piney Point Village

Powell, C. L.
(Nursing Home #2)
Royalwood Municipal
Utility District
Southern San. Corp.
South Houston, City
of
Southside Place,
City of
Texas Highway Dept.
(Interstate 10 Rest
Stop)
Turkey Creek Imp .
District
Western Trails Prop.,
Inc.
West Road Imp. District
West University Place,
City of
White Oaks Develop.
Co.
Young, Mrs. Mabel G.
Type of,.
Treatment-
Unknown

	
	

	

Unknown
	

Secondary
Chlorination
Secondary
Chlorination
Secondary
No Chlor.
	

Unknown

	
Secondary
Chlorination
Secondary
Chlorination
	


Unknown

Unknown

	
Secondary
Chlorination
Unknown

	
Flow
MGD
1.500

0.100
0.250

0.300

0.245
0.300

1.000

5.000

1.000

0.004

0.100

0.350
0.640

0.216

0.010


0.750

0.250

0.550
1.000

0.050

0.098
Susp.
Solids
///Day
250

17
42

40

41
50

167

834

2,002

1

17

58
283

36

2


125

42

92
167

7

16
BOD
250

17
42

40

41
50

167

834

1,668

1

17

58
283

36

2


125

42

92
167

7

16
COD*
///Day
750

51
126

120

123
150

501

2,502

4,904

3

51

174
849

108

6


375

126

**276
501

21

48
4/
Waste Treatment Needs— and
Status
Plant currently meeting permit
requirements .
Unknown
Unknown

Unknown

Unknown
Unknown

Unknown












Not in compliance. Plant overloaded.
Present volume 6.400 MGD.
Unknown

Unknown

Unknown

Unknown
Enlarge existing plant.

Unknown

Unknown


Unknown

Unknown

In compliance with permit.
In compliance with permit.

Unknown

Unknown

























*   Estimated Value.
**  True Value.
I/  Water Quality Standards for Zones 0904, 0905, and 0906 Apply - See Table V-l.
21  Information from the FWQA STORET Inventory - Printout Date November 1970.
3f  Data from "Permitted Discharge Quantities - Buffalo Bayou and the Houston Ship Channel" compiled by FWQA, South Central Region.
4/  Information from FWQA STORET Inventory - Printout Date November 1970 and/or "Summary of Waste Discharges into the Houston Ship
      Channel in excess of 500,000 GPD."  The latter document supplied by FWQA, South Central Region.

-------
   56
                                                         TABLE VI-l-B




                                   MUNICIPAL AND DOMESTIC WASTE DISCHARGES TO GALVESTON BAY
PERMITTED DISCHARGE-'
Source
Discharges to Galveston
Bay or Tributaries.
Morgan Point to Eagle
Point (Includes Clear
Lake Area) Zone 1104i/
Bay cliff MUD
Bayview MUD
Clear Lake Utilities,
Inc.
Clear Lake Water
Authority
Deer Park, City of —
South
Ellington Air Force
Base
Friendswood, City of
Galveston County
(WCID #12)
Harris County
(Clear Woods Dist.)
Harris County
(WCID #50)
Harris County
(WCID #56)
Harris County
(WCID #75)
Harris County
(WCID #81)
Harris County
(WCID #83)
Houston, City of
(Gulf Meadows)
Houston, City of
(Sagemoht MUD)
Houston, City of
(WCID #53)
Houston, City of
(WCID #62)
Lagoon Utility Co.
La Porte, City of
League City
Pasadena, City of
(Golden Ac.)
San Jacinto Jr. College
Seabrook, City of
Type of2 .
Treatment-
Secondary
Chlorination
Secondary
Chlorination
Unknown
Secondary
Chlorination
Secondary
Chlorination
Unknown
Secondary
Chlorination
Unknown
Unknown
Unknown
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
None
Unknown
Secondary
Chlorination
Secondary
Chlorination
Unknown
Secondary
Chlorination
Secondary
Chlorination
Secondary
Chlorination
Unknown
Secondary
Chlorination
Flow
MGD
1.000
0.250
0.250
2.250
0.700
0.350
0.570
0.425
0.500
0.500
0.580
0.150
0.250
1.350
0.155
2.000
0.368
0.280
0.070
0.723
1.500
0.400
0.128
2.500
Susp.
Solids
#/Day
167
42
42
375
117
58
87
71
83
83
97
25
42
225
26
334
61
47
12
121
250
67
21
417
BOD
#/Day
167
42
42
375
117
58
87
71
83
83
97
25
42
225
26
334
61
47
12
121
250
67
21
417
COD*
if/Day
501
126
126
1,125
351
174
261
213
249
249
291
75
126
675
78
1,002
183
141
36
363
750
201
63
1,251
Waste Treatment Needs— and Status
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
No needs.
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Enlarge Existing plant.
Unknown
Unknown
Unknown
Unknown
No needs
Unknown
Unknown
Unknown
No needs
Shoreacres,  City of
                           Unknown
                                              0.235
                                                             39
                                                                       39
                                                                                 117
                                                                                           Unknown

-------
                                                          TABLE VI-l-B (Continued)

                                    MUNICIPAL AND DOMESTIC WASTE DISCHARGES TO GALVESTON BAY
57
Source
Webster, City of
Discharges to Galveston
Bay and Tributaries,
Eagle Point to Galveston
(includes Dickinson
Bayou and Texas City)
Zone 1104i/
Galveston, City of
(Airport)
Galveston, City of
(Main Plant)
Galveston, City of
(Teichman Point)
Galveston, County
(WCID #1)
Sunmeadow MUD
Texas City, City of
Other Areas of
Galveston Bay, Trinity
Bay and Tributaries
Zone 110317
Anahuac, City of
Dayton, City of
Liberty, City of
Trinity Bay Cons.
District
West Bay and Tributaries
Zones 1105 6, 110&i/
Alvin, City of
Brazoria County
(WCID #4)
Fabulous Flamingo Isles
Galveston County
(WCID #8)
Hitchcock, City of
LaMarque, City of
Oak Manor MUD
Robert E. Pine Utility
Type of,.
Treatment-
Secondary
Chlorination
Unknown
Unknown
Unknown
Secondary
No Chlor.
Unknown
Secondary
Chlorination
None
Secondary
Chlorination
Secondary
Chlorination
Unknown
Secondary
Chlorination
Unknown
Unknown
Unknown
Secondary
Chlorination
Secondary
Chlorination
Unknown
Unknown
PERMITTED DISCHARGE-
SUSP .
Flow Solids BOD COD* ,,
MOD #/Day #/Day if/day Waste Treatment Needs— and Status
0.400 67 67 201 No needs.
0.360 60 60 180 Unknown
6.400 1,068 1,068 3,204 Construct or improve interceptors,
outfalls, and pumping station..
0.050 8 8 24 Construct or improve interceptor.
1.700 284 284 852 Unknown
0.014 22 6 Unknown
5.000 834 834 2,402 No needs.
0.404 67 67 201 Construction secondary plant, outfall
and pumping station.
0.553 92 92 276 Additional facilities required.
0.692 145 258 774 Unknown
0.400 53 53 159 Unknown
3.750 626 626 1,878 Unknown
0.160 27 27 81 Unknown
0.200 33 33 99 Unknown
0.040 7 7 21 Unknown
0.300 50 50 150 Unknown
1.900 555 317 1,551 Construction or improvement of
outfall .
0.050 8 8 24 Unknown
0.049 8 8 24 Unknown
  Co.

*   Estimated values
!_/  Water Quality Standards for this zone - See Table V-l.
2/  Information from the FWQA STORET Inventory - Printout Date November 1970.
3/  Data from "Permitted Discharge Quantities - Galveston Bay Area" compiled by FWQA South Central Region.
4/  Information from FWQA STORET Inventory - Printout Date November 1970 and/or "Summary of Waste Discharges into the Houston
      Ship Channel in excess of 500,000 GPD."  The latter document supplied by FWQA, South Central Region.

-------
                                                         TABLE VI-2-A
    58
WASTE DISCHARGES FROM PETROLEUM, CHEMICAL, PLASTICS, AND RUBBER INDUSTRIES TO
             THE HOUSTON SHIP CHANNEL OR ITS TRIBUTARIES ABOVE
                 MORGAN POINT INCLUDING THE BAYTOWN     ^
PERMITTED DISCHARGE-'
Name
Amerada Petroleum Corp.
Armour Agriculture
Chemical Co.
Ashland Chemical Co.
(Highland Chemical Co.)
Atlantic Richfield Co.
(11 outfalls)
Best Fertilizer Co.
Celanese Plastic Co.
Cook Paint and Varnish Co.
Crown Central Petrol.
Corp.
(4 outfalls)
Diamond Shamrock Corp.
(7 outfalls)
Diamond Shamrock Corp.
at Deer Park
(6 outfalls)
Distillate Production
Corp.
Dixie Chemical Co.
Eddy Refining Co.**
E. I. DuFont deNemours
(2 outfalls)
Enjay Chemical Co.
Ethyl Corp.
(2 outfalls)
Goodyear Tire and Rubber
Co. (Houston plant)
Gulf Oil Corp.
Gulf States Asphalt
Co., Inc.
Hess Terminals
Hooker Chemical Corp.
(3 outfalls)
Houston Natural Gas Corp.
J. M. Huber Corp.
Humble Oil and Refining
Co.
Jefferson Lake Sulfur Co.
Koppers Co . , Inc .
The Lubrizol Corp.**
(2 outfalls)
Marbon Chemical
Merichem Company
(Greens Bayou)
Flow
MGD
0.028
0.664
1.380
8.950
0.007
0.425
0.080
1.600
0.500
149.250
0.050
0.058
0.001
4.312
0.200
26.000
2.535
0.900
0.150
0.108
0.018
1.3402/
0.220
25.000
0.225
0.008
1.000
0.090
0.225
Oil &
Grease
mg/1
—
—
20
4 to
135
10
5
Trace
10 to
90
—
10
—
0.5
0.3
20
15
20
3
25
5
5
25
5
--
10
20
—
20
25
4
20
Susp.
Solids
if/day
*1
2,011
806
5,355
4
213
4
2,834
*83
124,474
*8
8
1
1,257
150
4,337
1,570
150
25
90
4
Unknown
128
14,595
0
3
834
2
141
BOD
ill/day
*1
*111
575
9,347
1
53
*13
3,686
*83
35,458
*8
10
1
1,795
150
4,337
1,257
150
13
90
2
Unknown
92
10,425
*1
3
834
1
141
COD
*/day
*3
30
2,302
*27,041
9
195
*39
11,058
*249
211,044
*24
73
1
7,192
584
6,505
3,145
1,501
50
360
17
Unknown
367
41,700
*3
13
3,336
15
563
Waste Treatment Needs and Status-
Unknown
Unknown
Preaeration-sedimentation- temperature.
Biological treatment-domestic sewer
hook-up to city to be completed 12/70.
Unknown
In compliance with permit requirements .
Unknown
Oil separation and biological treatment
to be completed 1972.
Biological treatment required .
Heavy Metal (Hg) removal, pH control,
solids containment. Engineering
underway .
Unknown
Unknown
Unknown
Oil skimmer and aerated lagoon.
Engineering in progress.
Unknown
Treatment facilities were modified
to improve quality of effluent.
Settling and biological treatment.
Lawsuit pending.
Unknown
Industry in compliance.
Unknown
Unknown
Unknown
Unknown
Meeting permit requirements
Unknown
Unknown
Oil removal and biological treatment,
solids disposal. Construction underway
No implementation schedule.
Not in compliance.
Murray Rubber Company
                               0.010
                                                                                          Unknown.

-------
                                                     TABLE VI-2-A (Continued)


                           WASTE DISCHARGES  FROM PETROLEUM, CHEMICAL, PLASTICS,  AND RUBBER INDUSTRIES TO
                                        THE  HOUSTON SHIP CHANNEL OR ITS TRIBUTARIES ABOVE
                                            MORGAN POINT INCLUDING THE BAYTOWN AREA-'
                              59
PERMITTED DISCHARGE-''
Name
Olin Mathieson Chemical
Corp.**
Pennsalt Chemical Corp .
Petrollte Corp.-Petreco Corp.
Petro Tex Chemical Corp.**
(3 outfalls)
Phillips Petroleum Co.
(Coast Res.)
Phillips Petroleum Co.
at Pasadena
(3 outfalls)
Phosphate Chemicals, Inc.
(2 outfalls)
Plastic Applicators, Inc.
Premier Petrochemical Co.**
Reichhold Chemicals**
Rohm and Haas Co . **
(2 outfalls)
S and R Oil Co.
Shell Chemical Co.
(2 outfalls)
Shell Oil Co.**
(13 outfalls)
Signal Oil and Gas Co.
(2 outfalls)
Sinclair-Koppers Chemical
Co.
Sinclair-Petrochemical ,
Inc.**
Southwest Chemical i Plastic
Stauffer Chemical Co.**
(Greens Bayou) (2 outfalls)
Stauffer Chemical Co.**
(South of HSC)
Superior Oil Co.
Tenneco Manufacturing Co.**
Union Carbide, Linde Div.
The Upjohn Co.**
Flow
MGD
10.145
0.200
0.002
4.800
0.090
6.920
0.455
0.030
0.150
0.020
1.800
0.036
6.100
5.974
2.880
0.550
2.660
0.004
1.165
1.000
0.003
1.000
0.144
0.580
Oil &
Grease
mg/1

15
20
10 to
25
—
10
20
5
2.7
—
25
25
—
25
10 to
25
25
20
20
14
10
25
—
20
20
15
Susp.
Solids
#/day
4,492
58
1
4,003
*15
1,630
218
12
25
17
5,789 '
6
15,262
2,616
1,801
413
1,553
1
486
417
1
500
60
339
BOD
#/day
950
83
1
3,919
*15
837
190
2
25
17
1,489
6
5,087
1,953
1,201
459
1,109
1
194
167
1
834
24
242
COD
///day
9,692
250
1
15,680
*45
1,365
1,897
10
*75
67
10,929
*18
50,874
9,286
9,608
1,376
4,437
2
194
667
*3
2,335
120
967
Waste Treatment Needs and Status-
Additional oxidation ponds required.
To be completed 1971.
Unknown .
Unknown
Aeration and solids removal equipment
installed.
Unknown
Sludge dewatering and biological
oxidation.
Work in progress .
Unknown
pH control , holding facilities and
chemical treatment. In progress.
pH control and NH- removal, addition of
aeration required.
Solids and COD removal. No action.
Operational problems with treatment
facilities.
Unknown
Present plant overloaded. Expansion to
be completed by 3/71.
Effluent meets permit requirements.
Secondary treatment facilities near
completion.
Company in compliance except for high
COD.
Unknown
Unknown
Unknown
Facilities for pH control near
completion.
Unknown
Effluent meets permit requirements.
Unknown
Effluent in compliance with permit
Velsicol Chemical Corp.**
                               0.144
                                              25
                                                          120
                                                                     120
                                                                                  480
  requirements.

Unknown
*   Effluent toxic to bacteria - Information from the Houston Ship Channel Survey of Waste Effluents conducted  in  February  1969.
     FWQA South Central Region supplied data.
**  Estimated values.
I/  Water Quality Standards for zones 0904, 0905, and 0906 apply - see Table V-l.
2/  Data from "Permitted Discharge Quantities - Buffalo Bayou and Houston Ship Channsl" compiled by the FWQA, South  Central Region.
3/  Data from (a) Summary of Waste Discharges into the Houston Ship Channel in excess of 500,000 GPD and/or  (b) Summary of
      Industrial Waste Needs and/or (c) Summary of Industrial Facilities constructed and/or rehabilitated.   The foregoing documents
      supplied by the FWQA, South Central Region.

-------
                                                         TABLE VI-2-B
   60
                                                 OTHER INDUSTRIAL DISCHARGES  TO
                                         THE HOUSTON SHIP CHANNEL OR ITS TRIBUTARIES^'
                                                                                    I/
PERMITTED DISCHARGES-'
Name
Airport Service Co.
Anchor Hocking Glass Corp.
Armco Steel Corp.**
Baker Oil Tools, Inc.
Baroid Division-Nat.
Lead Co.
Big Three Weld. Equipment
Co.
Cameron Iron Works
Dresser Magcobar
Dresser Systems, Inc.
Equity Export Corp.
General Portland Cement
Co.
Grief Bros. Cooperage
Co.
Groendyke Transport
Gulf Coast Portland
Cement Co.
Horton and Horton, Inc.
(N. Live Oak)
Horton and Horton, Inc.
(Pasadena)
Houston Light and Power
Co.**
Houston Light and Power Co.
(H. 0. Clarke)
Houston Light and Power Co.
(Deepwater) (5 outfalls)
Houston Light and Power Co.
(Greens Bayou)
Houston Light and Power Co.
(T. H. Wharton)
Hughes Tool Co.
(5 outfalls)
Ideal Cement Co.**

John Mecora and Proler
Steel Corp.
Lead Products, Inc.
Lone Star Cement Corp.
Mission Manufacturing Co.
National Bisquit Co.
National Molasses Co.**
Nation Supply Div. Armco
Parker Bros, and Co.
Flow
MGD
0.004
0.028
32.464
0.025
0.503

0.007

0.036
0.006
0.105
0.002
0.500

0.004

0.001
0.250

0.003

0.001

0.004

0.248

0.072

1.120

4.800

0.990

0.605

0.007

0.035
0.151
0.150
0.002
0.001
0.112
0.002
Oil &
Grease
mg/1
15
15
25
25
10

—

50
5
--
5
—

2

—
25

—

	

0

0

0

0

0

15

15

—

5
10
10
5
10
15
—
Susp.
Solids
0/day
1
5
14,346
13
84

*1

44
1
18
1
209

1

1
209

80

27

1

33

4,271

9

200

143

484

1

6
126
25
1
*1
14
*17
BOD
#/day
1
5
6,680
4
63

*1

*121
1
18
1
4

1

1
31

1

*1

1

31

4,255

93

240

122

149

1

3
14
25
1
*1
19
*1
COD
#/day
*3
50
52,038
8
627

*3

363
10
*54
1
24

7

1
104

*1

*3

3

124

17,016

374

1,001

591

734

*3

29
64
75
2
*3
140
*3
Waste Treatment Needs and Status-
Unknown
Unknown
Unknown
Unknown
Unknown

Unknown

Unknown
Unknown
Unknown
Unknown
Unknown

Unknown

Unknown
Unknown

Unknown

Unknown

Unknown

Unknown

Unknown

Unknown

Unknown

Unknown

Effluent in compliance with permit
requirements .
Unknown

Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
(Clay Rd.)

-------
                                                                                                                                61
                                                     TABLE VI-2-B  (Continued)
                                                 OTHER  INDUSTRIAL DISCHARGES TO
                                          THE HOUSTON  SHIP CHANNEL OR  ITS TRIBUTARIES-'
                                                                                     I/
PERMITTED DISCHARGE-'
Name
Parker Bros . and Co . , Inc .
(Main)
Parker Bros . , Inc .
(W. Park Plant)
Parker Bros, and Co.
(Winfield)
Philip Carey Corp.
Pittsburg Plate Glass Co.
Rapid Transit Lines, Inc.
Reddy Ice Division
Southland Co.
Reed Drilling Tools
Reliance Universal, Inc.
Shaw Tank Cleaning Co.
A. 0. Smith Corp.**
Smith- Douglas Co . , Inc .
Smith Industries, Inc.
SMS Industries

Southern Pacific Co.
(Englewood)
Southern Pacific Railroad
(Hardy St.)
Southland Paper Mills #1

Texas Instrument
Todd Shipyards
Uncle Ben's Inc.
United States Gypsum**
(2 outfalls)
U.S. Plywood - Champion
Papers, Inc.
(3 outfalls)
Flow
MGD
0.003

0.001

0.001

0.040
0.160
0.025
0.014

0.722
0.007
0.001
O.S50
0.043
0.007
0.115

0.011

0.016

50.000

0.645^
0.008
0.167
0.500

44.000


Oil & Susp.
Grease Solids
mg/1 '//day
*!

*1

*1

15 5
15 13
5 8
1

25 482
1 1
13 1
25 425
0
*1
20 67

1 2

15 5

10 41,700

Unknown
*13
15 28
25 417

25 36,696


BOD
i?/day
*1

*1

*1

7
13
5
1

361
—
1
354
*7
*1
48

2

3

41,700

Unknown
*13
28
417

18,348


COD
#/day
*3

*4

*3

68
53
14
1

2,108
2
*3
1,418
*21
*3
192

18

27

166,800

Unknown
*39
*84
1,668

146,784


Waste Treatment Needs and Status-
Unknown

Unknown

Unknown

Unknown
Unknown
Unknown
Unknown

Unknown
Unknown
Unknown
Effluent meets permit requirements.
IJnknown
Unknown
Aeration and solids removal.
In progress.
Unknown

Unknown

Solids and color removal.
Engineering in progress.
Effluent complies with permit.
Unknown
Unknown
Aerated lagoon and screening. To
be in compliance 12/70.
Required biological treatment
being constructed.

*   Estimated values.
**  Effluent toxic to bacteria - Information from the Houston Ship Channel Survey of Waste Effluents conducted in February 1969.
      FWQA, South Central Region supplied data.
\j  Water Quality Standards for Zones 0904, 0905, and 0906 apply - see Table V-l.
2J  Data from "Permitted Discharge Quantities - Buffalo Bayou and Houston Ship Channel" compiled by the FWQA, South Central
      Region.
3/  Data from (a) Summary of Waste Discharges into the Houston Ship Channel in excess of 500,000 GPD and/or (b) Summary of
      Industrial Waste Needs and/or (c) Summary of Industrial Facilities constructed and/or rehabilitated.  The foregoing
      documents supplied by the FWQA, South Central Region.

-------
                                                          TABLE VI-2-C
62
WASTE DISCHARGES FROM PETROLEUM, CHEMICAL, PLASTICS, AND RUBBER INDUSTRIES
                    TO GALVESTON BAY OR ITS TRIBUTARIES
PERMITTED DISCHARGE-'
Name
Discharges to Galveston Bay
or Tributaries - Morgan Point
to Eagle Point (includes . ,
Clear Lake Area) Zone 1104-
Chemetron Chems .
Humble Oil and Refinery Co.
(Bayport)
Humble Oil and Refinery Co.
(Bayport)
Humble Oil and Refinery Co.
(Clear Lake)
Lowe Chemical Co.
Pan American Petroleum Corp .
Retzloff Chemical Co.
Southeast Chemical and
Plastic Co.
Discharges to Galveston Bay
or Tributaries (Eagle Point
to Galveston) (includes
Dickinson Bayou and Texas
City) Zone 1104i/
American Oil Co. at
Texas City
Amoco Chemical Corp.
(Plant A)
The Borden Chemical Corp.
near Texas City
Chem. Industries Corp.
General Analine and Film
Corp. Texas City plant
Humble Oil and Refinery Co.
(Dickinson)
Marathon Oil Co. at Texas
City
Mineral Oil Refinery Co.
Monsanto Chemical Co. at
Texas City
Fan American Pet. Corp.
Texas City Refining Co.
Oil &
Flow Grease
MGD mg/1
0.144 2
0.010
9.000
0.008
0.726
0.012
0.010
0.043
13.000
0.370 20
0.030
0.002
l.OOC-2/
0.003
1.156 25
0.082
106.000
0.035 4
1.440 20
Susp.
Solids
J/day
24
2
5,292
1
0
1
2
4
3,686
216
8
1
Unknown
1
*1,1S6
34
*224,004
6
0
BOD
»/day
24
2
1,501
1
*121
1
2
6
9,649
154
*4
1
Unknown
1
405
34
•8,397
1
973
COD
0/day
96
*6
15,012
*3
*363
*3
*6
*18
*28,947
617
*29
*3
Unknown
*3
1,591
*102
*569,589
3
1,441
Waste Treatment Needs and Status-
Meets permit requirements.
Unknown
Activated sludge, stabilization
basins and aerobic digestion.
Construction plans in progress .
Unknown
Unknown
Unknown
Unknown
Unknown
Need extended aeration. Discharge
over permit.
Unknown
Need pH control and PO, removal.
Unknown
Aeration and in-plant controls .
Present discharge over permit.
Unknown
H-S Stripper and biological treatm
Unknown














ent.

Oil skimming, clarification,
biologically inert plastic pellets
spearation.
Unknown
Discharge over permit. Biological


 Union Carbide Chemical Co.
   at Texas City

 Discharges to Other Areas
 of Calves too Bay, Trinity
 Bay or Tributaries
 Zone 11031/

 Texas Gulf Sulfur
 (Moss Bluff)

 West Bay or Tributaries
 Zones 1105 and 1106)1/

 Monsanto Chem. Co.
 (Chocolate Bayou)

 Phillips Petroleum Co.
 (Bayou)
                               10.196
                                                         4,936
                                                                   46,291
                                                                                84,181
     4.541
     2.900


     0.437
                               *751
                                726
                                *73
                                          *751
                                            73
*2,251





*2,178


  *219
                                                                  phenols  and flouride removal - in
                                                                  progress.

                                                                Discharge  over permit.  Construction of
                                                                  treatment  facility in progress.
                                                                Unknown
                                                                Increased Biological Capacity required.
 *   Estimated values.
 17  See Table V-l for applicable water quality standards in this zone.
 2/  Data from "Permitted Discharge Quantities - Galveston Bay Area," compiled by the FWQA, South Central Region.
 31  Data from (a) Summary of Industrial Waste Needs and/or (b) Summary of Industrial Facilities Constructed and/or Rehabilitated.
       The foregoing documents supplied by the FWQA, South Central Region.

-------
63













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-------
64
      A.  MUNICIPAL AND DOMESTIC WASTE DISCHARGES




           Municipal and domestic waste sources are permitted to discharge




      over 215 MGD containing 39,400 pounds per day of suspended solids,




      39,300 pounds per day of BOD and 118,900 pounds per day of COD.  The




      areas where most of this waste is discharged are the Houston Ship




      Channel and tributaries, Clear Lake, and the Texas City, Calveston,




      and Dickinson Bayou areas.  The Houston Ship Channel area has 90




      sources discharging about 172 MGD with 31,500 pounds per day of




      suspended solids, 31,300 pounds per day of BOD, and 95,200 pounds




      per day of COD.  This represents 80 percent of the waste effluent




      permitted from domestic sources in Galveston Bay.  Clear Lake with




      26 sources and Texas City-Galveston-Dickinson Bayou with six sources,




      discharge 7.5 percent, and 5.6 percent of the total, respectively.




      The remaining 7 percent is discharged from the Baytown, Trinity Bay,




      and West Bay areas.




           Nearly 144 MGD is discharged from 37 treatment plants by the




      city of Houston to the Houston Ship Channel or its tributaries.




      Only eight of these plants have flows greater than one MGD.  The




      two major installations are the Northside plant at 55 MGD and




      the Sims Bayou plant with 48 MGD.  It has previously been demon-




      strated that the Houston Ship Channel is the major source of




      coliform pollution contaminating shellfish harvesting areas in




      Galveston Bay.  Most of the permits for municipal sources require




      disinfection of wastes by chlorination.  Neither the Northside nor




      Sims Bayou plants have chlorination facilities as of January 1971.

-------
                                                         BAYTOWN  AREA   '«'•' '•"•"
HOUSTON  SHIP  CHANNEL
1BOVE  MORGANS  POINT EXCLUDING BAYTOWN
                                                                                                                                  AREA REPRESENTS

                                                                                                                                   ZOO  MOD
     TEXAS  CITY  AREA
INCLUDES DICKINSON BAYOU  1 GALVESI
                                                                                                                      PETROLEUM,  CHEMICAL,  PLASTICS
                                                                                                                      5  RDDBER INDUSTRIES
                                                                                                            SiSSSSSj   MDNICIPAL  t  DOMESTIC
                                                                                                                               [ED  WASTE WATER DISCHARGES FROM
                                                                                                                        OTHER SOIRCES  IN THE  GALVESTON DAY  AREA
                                                                                                                        ARE APPROXIMATELY IJ  i MGD

                                                                                                                               CLUDED IN THE WASTE DISCHARGES
                                                                                                                                USTON SHIP CHANNEL OK GALVESTOI
                                                                                                                        BAY IS TIJE CODLING WATER [ONCE THRODGH
                                                                                                                               OF 731  MtD PERMITTED TO THE
                                                                                                                                IGHT  1 POWER CD  IS R  BERTRON
                                                                                                                        PLANTI  »|ATER SUPPLY  IS TAKEN FROM THE
                                                                                                                        CHANNEL
                          Figure   \l-l    Permitted  Waslewater Discharges-  in  llie  Gaheslon Ba>  Area

-------
                                                     EAR CREEK AREA
                                                      GAN PO NT TO  EAGLE PO NT
HOUSTON SHIP CHANNEL

ABOVE  MORGANS POIKT EXCLUDING  BAYTOWN
                        TEXAS  CITY AREA

                   INCLUDES  DICKINSON  BAYOU AKD GALVESTON (
                                                                                                                     PETROLEUM, CHEMICAL, PLASTICS

                                                                                                                     8 RUBBER INDUSTRIES
                                                                                                                     MUNICIPAL 1 DOMESTIC


                                                                                                                     OTHER INDUSTRIAL
                                                                                                                              TTED SUSPENDED SOLIDS DISCHARGES
                                                                                                                              ER  SOURCES IN THE GALVESTON BAT
                                                                                                                               APPROXIMATELY 3,200 IBS  DH
                                                                                                                       2   NOT INCLUDED IN THE  WASTE DISCHARGES
                                                                                                                       TO THE HOUSTON  SHIP CHANNEL OR GALVESTON
                                                                                                                       BAY  IS THE  COOLING  WATER (ONCE  THROUGH
                                                                                                                       COOLING)! OF 137  MGD PERMITTED TO THE
                                                                                                                       HOUSTON 1ICHT S POWER CO IS  R  BERTRON
                                                                                                                       PLANT]   WATER  SUPPLT IS TAKEN  FROM THE
                                                                                                                       CHANNEL
                        Figure  \ 1-2    Permitted Suspended Solids  Discharges  in  Galveslon  Bay  Area

-------
                                                                                  ARE* REPRESEHTS





                                                                               1OO.OOO LBS/DAY
Figure VI-3   Permilted BOD Waste Diseharges in the Galvchton  Bay Area

-------
                                                  BAYTOWN  AFJEA       p.i.i i
HOUSTON SHIP
                                                  CLEAR CREEK AREA
                                                  HIORSAN pgiNT to EAGLE  PUNT
ABOVE MORGANS POINT EXCLODINE BUI
                                                                                                                               IRE* REPRESENTS

                                                                                                                           5OO.OOO  LBS/DAY
                                                                                                                       PETROLEUM,  CHEMICAL PLASTICS
                                                                                                                       I  ROBBER INDUSTRIES
                                                                                                                       MUNICIPAL  1  DOMESTIC


                                                                                                           [        |    OTHER INDUSTRIAL


                                                                                                                     /    c
                                                                                                                           IMATELV  12.000 LBS/DAV
                                                                                                                     I    PERMITTED COD DISCHARtES FROM  OTHER
                                                                                                                     SOIIIlCtS IN IRE  ULVESTON BAV AREA ARE
                                                                                                                            INCLUOED IN THE HASTE DISCHARGE
                                                                                                                     TO THE HOUSTON SHIP CHANNEL  OR GALVESI
                                                                                                                     BH IS THE COOLINC WATER IONCE THROUGH
                                                                                                                     CDCLIHfl OF 73) MED PERMITTED TO THE
                                                                                                                     HOUSTOlN LIGHT i POWER CO |S R  BERTRO
                                                                                                                     PLANT!  WATER SOFPLV  IS TAKEN FROM TH
                                                                                                                     CHANNfL
                        Figure  VI-1   Permitted  COD  Waste Discharges in  the  Galveslon Ba\  Area

-------
                                                                      65
Effluent data collected by the Texas Water Quality Board February




1969 showed total coliform concentrations at both plants to be




34,800,000/100 ml.  Fecal coliform concentrations were 13,000,000/100




ml and 3,300,000/100 ml at the Northside and Sims Bayou plants,




respectively.




     At least 4 MGD of domestic wastes is being discharged to the




Galveston Bay system with no treatment.  Harris County Sewer Districts




discharge waste from 27 sources, only one of which has a flow of one




MGD.  The City of Houston has four additional sources not discharging




to the Ship Channel, for a total of 41.  Galveston has three sources




and Baytown has five.  More than 110 MGD of raw, inadequately treated,




or unchlorinated sewage is discharged to Galveston Bay.  The multi-




plicity of waste treatment plants constructed by each political




subdivision is wasteful of resources and does not provide adequate




operations to assure the best treatment for domestic sewage.  A




program of centralization of treatment facilities and abandonment




of small plants, with a firm implementation schedule, should be




undertaken at the earliest time.  Effective year round chlorination




should be initiated immediately for all existing domestic effluents.






B.  INDUSTRIAL WASTE DISCHARGES




     The 136 industrial waste dischargers are permitted a total




effluent of about 563 MGD containing 540,000 pounds per day of




suspended solids, 230,300 pounds per day of BOD, and 1,538,200




pounds per day of COD.  Petroleum and related industries, amounting

-------
66
      to 75 sources, account for 81 percent of the suspended solids




      permitted, 68 percent of the BOD, and 74.5 percent of the COD.




           The Houston Ship Channel receives the major portion of indus-




      trial waste discharges to the Galveston Bay system.  The permitted




      waste effluent totals are about equally divided between petroleum




      and related industries with 48 sources and other industries amounting




      to 53 sources.  The Houston Ship Channel may receive 283,500 pounds




      per day of suspended solids, 149,500 pounds per day of BOD, and




      783,900 pounds per day of COD.  The major sources of waste discharged




      to the Ship Channel are the Diamond Shamrock Company at Deer Park with




      more than 149 MGD, Ethyl Corporation with 26 MGD, Humble Oil and




      Refining Company with 25 MGD, Armco Steel Corporation with 32.5 MGD,




      U.S. Plywood-Champion Paper Company with 44 MGD, and Southland Paper




      Mills with 50 MGD.  Of the total 101 industrial sources permitted




      to discharge wastes to the Houston Ship Channel, these six effluents




      account for 83 percent of the suspended solids, 78 percent of the




      BOD, and 79 percent of the COD.  Three of these sources, Diamond




      Shamrock, U.S. Plywood-Champion Paper, and Southland Paper Mills




      account for 72 percent, 64 percent, and 67 percent of the total




      amount of suspended solids, BOD, and COD, respectively, discharged




      daily to the Houston Ship Channel.  Diamond Shamrock discharges




      heavy metals, particularly mercury, without adequate treatment.




      There is also a need for pH control and solids containment at this




      plant.  Armco Steel Corporation has been discharging phenols and




      cyanide, an extremely toxic substance.  Adequate treatment is not

-------
                                                                      67
provided at Southland Paper Mills.  Excessive color is a constituent

of the waste effluent from both U.S. Plywood-Champion Paper and

Southland Paper Mills.  U.S. Plywood-Champion Paper is now completing

secondary treatment facilities.  The treatment at Ethyl consists of

an oyster shale barrier for pH control and an oxidation pond.  Humble

Oil at Baytown has aerated lagoons and is said to be in compliance

with permit requirements.

     Although the Texas permits specify that 180,800 pounds per day

of BOD may be discharged from municipal and industrial sources to

the Houston Ship Channel, studies conducted in the Channel during

1968 and 1969 indicate that as much as 363,000 pounds per day of

five day BOD is the actual loading— .  The aggregate total of waste

discharges is in substantial noncompliance with the Texas Water

Quality Board permits.  To meet the requirements of the Texas Water

Quality Board, a 50 percent reduction of wastes discharged to the

Channel is mandatory in addition to any reductions already accom-

plished.  The conclusion of the study cited indicates that, even if

the requirements of the permits are met, the dissolved oxygen

criterion of 2 mg/1, established in the Texas Water Quality

Requirements for the most polluted section of the Ship Channel,

will continue to be violated.  Approximately 90 percent additional
I/  Kramer, G. R., R. W. Hann, and S. B, Carpenter, "Completely
      Mixed Model of the Houston Ship Channel", Estuarine Systems
      Projects, Technical Report No. 11, Environmental Engineering
      Division, Texas A&M University.

-------
68
      treatment of wastes is needed to maintain a dissolved oxygen level

      of 2.0 mg/1.  These studies were based on BOD loadings and did not

      account for any long-term or second stage oxygen demands.  Under

      these circumstances, and since it has been demonstrated that BOD does

      not adequately characterize the oxygen demanding effects of wastes

      discharged to the Galveston Bay system due to the discharge of

      toxic or growth inhibiting substances in the waste effluents,

      the estimate of 90 percent additional treatment is conservative.

      It is probable that greater than 90 percent additional treatment

      will be required to meet the applicable receiving water criteria.

      The Texas discharge permits should be revised such that effluent

      discharges are consistent with established water quality standards.

           The permits allow the discharge of 315,000 pounds per day of

      suspended solids to the Ship Channel.  Materials dredged from the

      Ship Channel contain substantial quantities of organic sludges, oil,

      and other pollutants characteristic of wastes discharged to the

      Channel.  About one-third of the BOD loading and one-half of the

      suspended solids discharged settle out and are incorporated in
                          21
      the bottom sediments— .  These waste materials contribute a substan-

      tial portion of the sediments which must periodically be removed by

      dredging.  The total project cost for dredging the Houston Ship

      Channel in 1970 incurred by the U.S. Army Corps of Engineers is
      2/  Button, W. S., R. W. Hann, and R. H. Smith, "A Quantitative and
            Qualitative Survey of Benthai Deposits Contained in the Houston
            Ship Channel", Estuarine Systems Projects, Technical Report
            No. 8, Texas A&M University, May 1970.

-------
                                                                      69
$2,807,000.  The disposal of this highly organic spoil may cause




water quality problems through dispersion of pollutants and through




exercise of oxygen demand from the volatile material contained.  The




additional costs incurred by the Corps of Engineers for dredging of




the Houston Ship Channel and the effect on water quality due to




disposal of the organic sludge should be evaluated.  Recommendations




made as a result of this evaluation should include an assessment of




damages among the waste dischargers to the Channel and location




of suitable spoil disposal areas to minimize or eliminate deleterious




effects on water quality.




     The other major area of industrial waste discharge to the




Calveston Bay system is at Texas City-Dickinson Bayou.  There are




17 sources of waste in the area; however, the discharge from the




six non-petroleum related sources is negligible.  The 11 petroleum




related sources are permitted to discharge 234,000 pounds per day




of suspended solids, 65,900 pounds per day of BOD, and 686,500 pounds




per day of COD.  Of this total, the Monsanto Chemical Company at




Texas City with 106 MGD contributes the overwhelming majority of




the pollution discharged.  Suspended solids and COD discharges per-




mitted from Monsanto account for 96 percent and 83 percent, respec-




tively, of the total from the area.  Monsanto is not providing




adequate waste treatment.  An assessment of waste treatment needs




for Monsanto includes oil skimming devices, clarification and




separation of biologically inert plastics.  The major source of BOD

-------
70
      waste in the area is the Union Carbide Chemical Company at Texas




      City with 10.2 MGD.  Union Carbide is permitted to discharge 70




      percent of the total BOD load in this area.  Currently, the waste




      discharge is in non-compliance with the permit.  American Oil Company




      at Texas City with 13 MGD is also a major waste discharger.  The




      effluent is not in compliance with the permit.




           Texas Gulf Sulfur Company at Moss Bluff discharges 4.5 MGD to




      the Trinity Bay area.  The status of treatment is not known.  The




      Monsanto Chemical Company at Chocolate Bayou discharges 2.9 MGD in




      the West Bay area.  The treatment provided is inadequate.




           Although the Texas Water Quality Standards state that receiving




      waters shall be "substantially free" of oil, the permits issued by




      the Texas Water Quality Board allow more than 55,000 pounds per day




      of oil and grease to be discharged from 81 sources into Galveston




      Bay and its tributaries.  Seventy-four of these sources are located




      on the Houston Ship Channel, accounting for 98 percent of the total




      permitted discharge.  The major sources of oil discharge are:




      Diamond Shamrock Corporation at Deer Park, 12,500 pounds per day;




      U.S. Plywood-Champion Papers Company, 9,200 pounds per day; Armco




      Steel Company, 6,800 pounds per day; Atlantic Richfield Company,




      8,100 pounds per day; Humble Oil and Refining Company, 4,200




      pounds per day; and Southland Paper Mills, 4,170 pounds per day.




      Shell Chemical Company and Crown Central Petroleum Company may




      discharge 1,270 and 1,200 pounds per day, respectively.  These




      eight sources account for 86 percent of the permitted discharges.

-------
                                                                      71
Excessive concentrations of oil and petrochemical residues have

been found in oysters taken from Galveston Bay.  The Texas permits

should be amended to allow no discharge of oil and grease from any

waste source.  The permitted discharge of oil from these waste

sources constitutes violation of Section 11(b) of the Federal Water

Pollution Control Act, as amended.

     The petrochemical and related industries constitute the major

pollution dischargers to Galveston Bay and its tributaries.  Discharge

permits specify suspended solids, BOD and COD.  These parameters

are not adequate to measure the water quality impact of these indus-

trial wastes because of the variety and complexity of compounds in

the effluents.  Table VI-3 lists typical pollutants which may result

from various petrochemical processes— .  Many of these waste compounds

have toxic, growth inhibiting or carcinogenic effects.  Several

of these effects have been noted on marine life in Galveston

Bay and the Houston Ship Channel and aromatic hydrocarbons, not of

natural origin, were recovered from oysters.   (See Chapter V).

However, no data are available on the specific types of pollutants

being discharged by the numerous petrochemical industries.

     Other manufacturing processes in the Galveston Bay area produce

wastes containing toxic metals which have been observed in the re-

ceiving waters.  Table VI-4 lists those municipal and industrial

sources discharging large quantities of one or more heavy metals.
3/  Gloyna, E. F., and D. L. Ford, The Characteristics and Pollutional
      Problems Associated with Petrochemical Wastes, Summary Report,
      Engineering Science Inc./Texas, Austin, Texas, February 1970.

-------
 72
                                                     TABLE VI-3

                             POLLUTANTS ASSOCIATED WITH VARIOUS PETROCHEMICAL PROCESSES
          Process
                                         Source
                                                                                   Pollutants
Alkylation:  Ethylbenzene

Ammonia Production
Aromatics Recovery
Catalytic Cracking
Catalytic Reforming
Crude Processing
Cyanide Production

Dehydrogenation
    Butadiene Prod, from
      n-Butane and Butylene

    Ketone Production
    Styrene from Ethyl-
      benzene
Desulfurization

Extraction and Purification
    Isobutylene

    Butylene
    Styrene

    Butadiene Absorption

    Extractive Distillation

Halogenation (Principally
  Chlorination)
    Addition to Olefins

    Substitution
    Hypochlorination
Demineralization

Regeneration, Process
  Condensates

Furnace Effluents

Extract Water

Solvent Purification

Catalyst Regeneration
                                Reactor Effluents and
                                  Condensates

                                Condensates
Crude Washing

Primary Distillation


Water Slops


Quench Waters


Distillation Slops


Catalyst
                                Condensates from Spray
                                  Tower
Acid and Caustic Wastes

Solvent and Caustic Wash


Still Bottoms

Solvent

Solvent



Separator

HC1 Absorber, Scrubber


Dehydrohalogenation

Hydrolysis
Tar, Hydrochloric Acid, Caustic Soda, Fuel Oil

Acid, Bases

Ammonia


Carbon Dioxide, Carbon Monoxide

Aromatic Hydrocarbons

Solvents - Sulfur Dioxide, Diethylene Glycol

Spent Catalyst, Catalyst Fines (Silica, Alumina
  Hydrocarbons, Carbon Monoxide, Nitrogen Oxides)

Acids, Phenolic Compounds, Hydrogen Sulfide
  Soluble Hydrocarbons, Sulfur Oxides, Cyanides

Catalyst (particularly Pt, Mo), Aromatic Hydrocarbons,
  Hydrogen Sulfide, Ammonia

Inorganic Salts, Oils, Water Soluble Hydrocarbons

Hydrocarbons, Tars, Ammonia, Acids, Hydrogen
  Sulfide

Hydrogen Cyanide, Unreacted Soluble Hydrocarbons


Residue Gas, Tars, Oils, Soluble Hydrocarbons
Hydrocarbon Polymers, Chlorinated Hydrocarbons,
  Glycerol, Sodium Chloride

Spent Catalyst (Fe, Mg, K, Cu, Cr, Zn)
                             Aromatic Hydrocarbons, including Styrene, Ethyl-
                               benzene, and Toluene, Tars

                             Hydrogen Sulfide, Mercaptans
Sulfuric Acid, C, Hydrocarbon, Caustic Soda

Acetone, Oils, C, Hydrocarbon, Caustic Soda,
  Sulfuric Acid

Heavy Tars

Cuprous Ammonium Acetate, C, Hydrocarbons, Oils

Furfural, C, Hydrocarbons
Spent Caustic

Chlorine, Hydrogen Chloride, Spent Caustic, Hydro-
  carbon Isomers and Chlorinated Products, Oils

Dilute Salt Solution

Calcium Chloride, Soluble Organics, Tars

-------
                                                TABLE VI-3  (Continued)

                             POLLUTANTS ASSOCIATED WITH VARIOUS PETROCHEMICAL PROCESSES
                                                                                                                73
Process
Hydrochlorinatlon
Hydrocarboxylation
Source
Surge Tank
Still Slops
Pollutants
Tars, Spent Catalyst, Alkyl Halides
Soluble Hydrocarbons , Aldehydes
   (0X0 Process)

Hydrocyanation  (for
   Acrylonitrile, Adipic
    Acid, etc.)

Isoraerization in General

Nitration
    Paraffins
    Aromatics

Oxidation
    Ethylene Oxide and
       Glycol Manufacture

    Aldehydes, Alcohols,
       and Acids  from
       Hydrocarbons

    Acids and Anhydrides
       from Aromatic
       Oxidation

    Phenol and Acetone  from
       Aromatic Oxidation

    Carbon Black Manufacture

Polymerization,  Alkylatlon

Polymerization
   (Polyethylene)

    Butyl Rubber

    Copolymer Rubber

    Nylon 66
Sulfation of Olefins

Sulfonation of Aromatics

Thermal Cracking for Olefin
  Production (including
    Fractionation and
    Purification)

Utilities
Process Effluents
Process Wastes
Process Slops


Process Slops
Condensates
Still Slops
Decanter


Cooling, Quenching

Catalysts

Catalysts


Process Wastes

Process Wastes

Process Wastes
Caustic Wash

Furnace Effluent and
  Caustic Treating
                                Boiler Blow-down


                                Cooling System Blow-down

                                Water Treatment
                             Cyanides, Organic and Inorganic
                             Hydrocarbons; Aliphatic, Aromatic, and Derivative Tars
                             By-Product Aldehydes, Ketones, Acids, Alcohols,
                               Olefins, Carbon Dioxide

                             Sulfuric Acid, Nitric Acid, Aromatics
 Calcium  Chloride,  Spent Lime, Hydrocarbon Polymers,
   Ethylene Oxide,  Glycols, Dichloride

 Acetone,  Formaldehyde, Acetaldehyde, Methanol, Higher
   Alcohols, Organic Acids
Anhydrides, Aromatics, Acids
Pitch
 Formic Acid, Hydrocarbons


 Carbon Black, Particulates, Dissolved Solids

 Spent Acid Catalysts  (phosphoric Acid), Aluminum Chloride

 Chromium, Nickel, Cobalt, Molybdenum


 Scrap Butyl, Oil, Light Hydrocarbons

 Butadiene, Styrene Serum, Softener Sludge

 Cyclohexane Oxidation Products, Succinic Acid, Adipic
  Acid, Glutaric Acid, Hexamethylene, Diamine,
  Adiponitrile, Acetone, Methyl Ethyl Ketone

Alcohols, Polymerized Hydrocarbons, Sodium Sulfate, Ethers

 Spent Caustic

Acids, Hydrogen Sulfide, Mercaptans, Soluble Hydrocarbons,
  Polymerization Products, Spent Caustic, Phenolic
  Compounds, Residue Gases, Tars and Heavy Oils


Phosphates, Lignins, Heat, Total Dissolved Solids,
  Tannins

Chromates, Phosphates, Algicides,  Heat

Calcium and Magnesium Chlorides, Sulfates, Carbonates

-------
74
                                                 TABLE VI-4

                          DISCHARGES OF HEAVY METALS TO THE HOUSTON SHIP CHANNEL^
Industry or
Municipality
Olin Mathieson
(Pasadena)
Diamond Shamrock
Armco Steel Corp.*
(Sheffield)
Dupont (LaPorte)
Houston Lighting & Power
Co.
(Bertron)
Ideal Cement
Goodyear Tire (Houston)
Lubrizol Corp.
Humble Oil (Houston)
Northside Sewage Treatment
Plant
(Houston)
Petro-Tex Chemical
Rohm & Haas
(Deer Park)
Shell Chemical Co.
(Deer Park)
Southland Paper
(Pasadena)
Stauffer Chemical
(Manchester)
Upjohn (Carwin)
Tenneco Chemical (Pasadena)
U.S. Plywood (Pasidena)
Totals
Outfall
Code
Number
27-1
27-3
47-1
47-2
47-5
28-56
60
58-0
8-1
10-2
45-1
61-1
65-1
65-2
9-2
51-2
(API)
51-1
51-2
44-1
41
3
55
42-1
21
-
Flow
MGD
8.64
1.44
5.00
90.00
2.88
3.50
2.00
0.51
1.44
0.36
0.75
9.00
28.00
20.00
3.10
0.50
1.00
1.00
8.20
13.60
0.65
0.61
2.40
38.00
242.58

Zinc
930
57
320
975
72
146
168
"
210
-
100
540
1,030
300
196
21
16
40
550
215
65
117
38
1,780
7,886
Heavy
Lead
43
6
25
1,420
29
-
-
16
13
-
-
-
-
-
-
-
68
2
8
-
-
1,630
Metals - Ib/day
Chromium Cadmium
22 22
150 1,050
-
8
"
5 6
6
-
30 15
47
10
16
9
8
-
- -
2 2
5 3
18
-
336 1,098

Copper
303
1,875
-
-
"
-
-
-
-
-
-
-
-
-
102
-
20
32
2,332
         I/
Twenty-four-hour composite samples collected by the FWQA, South Central Region, showed
  that this industry was discharging approximately 1,000 Ibs. of cyanide and 400 Ibs.
  per day of phenols to the Houston Ship Channel.  The Justice Department recently
  filed suit against this industry under the 1899 Refuse Act.
Based on effluent data (grab samples only) collected by the Texas Water Quality Board
  in February 1969.  Additional field data are necessary to determine if the samples
  collected are representative.

-------
                                                                      75
     Of the 277 municipal and industrial waste sources having dis-




charge permits in the Galveston Bay area, the waste treatment needs




and status of 189 are not listed.  Where needs are indicated, 40




sources provide inadequate or no treatment and no abatement, beyond




engineering studies in a few instances, is in progress.  Seventeen




sources have treatment facilities in progress; 22 are said to be




in compliance with permit requirements.  Nine sources either provide




adequate treatment or have no needs.  These evaluations are based on




the inadequate characterization of wastes according to the parameters




listed in the Texas permits.  An effective waste abatement program is




not now being conducted in the Galveston Bay area.  A waste source




inventory, including characterization of specific compounds dis-




charged, as well as evaluation of present treatment practices and




additional needs for each effluent is urgently required.  The




Texas permits should be revised to reflect the required removal




of waste substances causing deleterious effects or hazardous




conditions in the receiving waters.  A firm compliance schedule for




each effluent should be included in the discharge permit.




     A summary of municipal and industrial waste discharges by area




is listed in Table VI-5.






C.  OTHER SOURCES




     Many of the small coastal streams entering Galveston Bay flow




through heavily industrialized and urban areas.  These streams carry




surface runoff from such areas following periods of precipitation.




Biochemical oxygen demand of urban runoff from the Houston area is

-------
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-------
                                                                      77
about 20 mg/1 which is comparable to weak municipal wastes.  For the

1963-68 period, BOD discharged to the upper 25 miles of the Houston

Ship Channel by urban runoff was estimated to average about 92,000

pounds per year.  The suspended solids load from urban runoff
                                             4/
averaged 550,000 pounds per year from 1963-6811 .

     Rural runoff from areas in the Trinity and San Jacinto River

basins may contribute silt and nutrients to the estuary.  Construc-

tion and operation of Livingston and Wallisville Reservoirs on the

Trinity River will substantially reduce the silt load to Galveston

Bay.
4/  Button, W. S., R. W. Hann, and R. H. Smith, "A Quantitative and
      Qualitative Survey of Benthal Deposits Contained in the Houston
      Ship Channel", Estuarine Systems Projects, Technical Report No.
      8, Texas A&M University, May 1970.

-------
                                                                      79
                  VII.  ECONOMIC IMPACT OF POLLUTION



     Harvesting of shellfish, primarily oysters, has a significant

economic value to the Galveston Bay estuary.  Bacterial pollution has

closed a substantial portion of the estuary to the harvesting of

shellfish.  Toxic materials and sediments discharged to the estuarial

waters have reduced the areas which will support commercially harvest-

able populations of shellfish— .  The depuration of oysters harvested

from certain areas is required before the oysters may be marketed,

resulting in increased costs to oystermen.  The direct economic loss

incurred by the shellfish industry as a result of impaired shellfish

production produces an associated economic impact on the regional

economy.


A.  SHELLFISH AREAS CLOSED BY POLLUTION

     For at least the last twenty years, a substantial portion of

the estuary has been closed to the taking of shellfish for human

consumption.  Bacteriological criteria and proximity to sources of

pollution were the determining factors in defining closed areas.

Between 1951 and 1970, the area closed to shellfish harvesting ranged

from 205,000 acres to 155,000 acres, or about two-thirds to one-half

of the estuarine area.  The classifications of various areas of
17  Button, W. S., R. W. Hann, and R. H. Smith, "A Quantitative and
      Qualitative Survey of Benthal Deposits Contained in the Houston
      Ship Channel", Estuarine Systems Projects, Technical Report No.
      8, Texas A&M University, May 1970.

-------
80
      the estuary relative to shellfish harvesting as established for the




      1970-71 shellfish season are shown in Figure VTI-1.




           Between 1955 and the present, three significant changes were




      made in the sizes and locations of the closed and open areas.  The




      total area open in 1955 approximated the open area for 1966 although




      boundaries differed slightly.  Between 1955 and 1958, the open area




      remained about the same.  In 1958, open areas in upper Galveston Bay




      were reduced in size and a conditionally approved area was estab-




      lished.  The conditionally approved area, which had essentially




      the same boundaries as shown in Figure VII-1, was subject to tem-




      porary closure following periods of high surface runoff.  The open




      areas retained the same boundaries until 1966 when an additional




      area in lower Trinity Bay was opened to shellfish harvesting.  The




      Trinity Bay area was again enlarged in 1969, establishing the open




      area boundaries shown in Figure VII-1.




           The major changes in open and closed areas over the past 15



      years have been in upper Galveston Bay and Lower Trinity Bay.  Only




      limited areas of commercially important oyster producing reefs were




      changed in classification.  The actual oyster producing area approved




      for harvesting has remained relatively the same for the past ten




      years.  Although the water area open for shellfish taking has been




      substantially increased over the past twenty years, the actual area




      of producing reefs has not been proportionately increased and has




      probably decreased as a result of destruction of reefs by siltation




      and shell dredging.

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HOUSTON
                                                                                                               LEGEND









                                                                                                      APPROVED AIEi *





                                                                                                      POLLUTED UE»*






                                                                                                      OONDITIONILI! IPPIOVED HIE**




                                                                                                      SHELLFISH REEFS







                                                                                                    US ESTABLISHED  SEPTEKDEI 1, 1970
                                                                                     2345
                                                                               SCALE IN MILES
                       Figure  VII  - I   Classifications  of Shellfish Harvesting Areas

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                                                                      81
     At present, almost 90 percent of the oyster harvest is taken

from Red Fish Reef and the smaller Todd Dump Reef.  These reefs are

located between Smith Point and Eagle Point in Galveston Bay.  Todd

Dump Reef and the portion of Red Fish Reef west of the Houston Ship

Channel are located in the conditionally approved area.  Temporary

closures of this area during high streamflow periods can restrict

harvesting from a significant portion of the most productive oyster

reefs.  The frequency and lengths of temporary closures of this area

have not been documented.

     It is estimated that productive reefs in open shellfishing

areas now have a total area of about 9,100 acres.  Estimates of

shellfish areas open to harvesting in the past were utilized to

determine the approximate annual yield of oyster meat from one acre

of productive reef.  Except for 1965, this yield has remained rela-

tively stable for the 1963-69 period.  The average yield for this

period was considered representative of the level of production per

acre that could be sustained under normal conditions in the Galveston

Bay estuary.


B.  PRODUCTIVE SHELLFISH BEDS IN CLOSED AREAS

     The following statement by Congressman Bob Eckhardt of Texas

was presented at a public hearing for the National Estuarine Pollu-

          21
tion Study- .
2J  Eckhardt, Bob, U.S. Representative, 8th District Texas, Statement
      presented by Mr. Keith Ozmore, staff assistant, to National
      Estuarine Pollution Study Hearing, Galveston, Texas, October 8,
      1968.

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82
           "I am informed by the Texas Parks and Wildlife Department
           that the 42 percent of the estuary which is off-limits for
           oyster production contains some 1,500 acres of producing
           oyster reefs, or roughly 15.7 percent of the oyster reefs
           in the entire estuary.  This means that each year we are
           losing 692,429 pounds of oyster meats, worth some $311,593
           because they cannot be marketed.  And this does not reflect
           the total loss.  By the time you figure that landed value,
           this means that we are losing $3,115,930 in the oyster
           fishery because of pollution."
           Another estimate prepared by the Texas Parks and Wildlife

      Department in 1970 indicated that there are currently 1,000 acres

      of oyster beds located in polluted areas of which about 500 acres
                                         3/
      would support commercial harvesting^- .  Closed productive areas are

      primarily located in Dickinson Bay and West Bay.

           A number of smaller reefs closed to harvesting are located in

      areas with suitable salinity for oyster production.  Some of these

      reefs support populations of small oysters which do not reach market-

      able size.  It is believed that these reefs could support marketable

      oysters if suitable water quality enhancement were achieved.

           A number of shellfish beds located in closed areas are acces-

      sible by foot during low tide, or by small boat.  Local health

      authorities have encountered problems in preventing sport shellfish-

      ing in these areas.  Consumption of shellfish from these areas poses

      a health hazard, as the shellfish may be contaminated by bacteria

      and toxic materials.
      3/  Singleton, J. R., Texas Parks and Wildlife Department, Letter
            regarding oyster harvesting areas in Galveston Bay within
            polluted waters; also recent dockside value of oyster harvests
            in Galveston Bay, November 1970.

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                                                                      83
C.  ECONOMIC DAMAGES

     The average yield of producing shellfish beds in open areas

provides a reasonable estimate for the average harvest which could

be obtained from beds located in closed areas if shellfishing

restrictions caused by pollution were removed.  The average yield

for the 1963-69 period was 392 pounds of oyster meat per acre.

     Estimates of producing oyster reefs in the areas closed due

                                   21             3/
to pollution range from 1,500 acres—  to 500 acres— .  If 1,500

acres could be made commercially available due to abatement of

pollution, an additional 588,000 pounds of oyster meat would be

harvested.  At 1969 prices of $0.44 per pound, this harvest has a

dockside value of $258,000.  If only 500 acres are commercially

available, the dockside value of 196,000 pounds would be $86,000.

A recent survey of the Florida shellfish industry states that the

final retail value of shellfish products is roughly four times the

              4/
dockside value— .  The economic damage to shellfish harvesters

caused by closure of producing shellfish areas due to pollution

ranges between $344,000 and $1,030,000 annually.

     Approximately 16,000 barrels of oysters were harvested using

depuration techniques in the 1968-69 season.  The extra handling
2,/  Eckhardt, Bob, U.S. Representative, 8th District Texas, Statement
      presented by Mr. Keith Ozmore, staff assistant, to National
      Estuarine Pollution Study Hearing, Galveston, Texas, October 8,
      1968.
_3/  Singleton, J. R., Texas Parks and Wildlife Department, Letter
      regarding oyster harvesting areas in Galveston Bay within
      polluted waters; also recent dockside value of oyster harvests
      in Galveston Bay, November 1970.
4/  Colbert, J. R., and D. M. Windham, The Oyster Based Economy of
      Franklin County, Florida, U.S. Public Health Service, DHEW.

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84
      in transplanting oysters from polluted areas to approved areas in




      the depuration process increases the costs of marketing oysters and




      results in an additional economic impact.  It is estimated that the




      costs associated with depuration in Galveston Bay total $15,000




      annually.  The total actual damages caused by the inability to




      market shellfish due to pollution in Galveston Bay are between




      $359,000 and $1,045,000 annually.




           If examination of water quality for approval of areas for




      shellfish harvesting were regularly conducted under the most unfavor-




      able hydrographic and pollution conditions as required by applicable




      standards, it is probable that the most productive reefs in Galveston




      Bay now approved for harvesting, would have to be closed due to




      excessive bacteriological pollution.  These conditions occurred




      about 40 percent of the time during the 1969 season.  Furthermore,




      concentrations of hydrocarbon residues, exceeding those which re-



      sulted in closure of shellfishing areas in West Falmouth Harbor,




      Massachusetts, have been recovered from Galveston Bay oysters taken




      from approved areas.  Heavy metals concentrations in Galveston




      Bay waters greatly exceed natural background concentrations.




      Galveston Bay should be closed to all shellfish harvesting imme-




      diately until the health hazard associated with waste discharges




      is clearly ascertained and eliminated.  Consideration should also




      be given to prohibiting all commercial fishing in Galveston Bay




      until it has been ascertained that the marine species taken from

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                                                                      85
the Bay are suitable for human consumption.  The value of the

commercial fishery in Galveston Bay during 1964 was $2,797,400— .

Prohibition of commercial fishing represents a substantial economic

damage.  Assuming a 5 percent rate of return on this renewable

resource, commercial fishing represents to the Galveston Bay area

a $56,000,000 capital investment, based on 1964 figures, which has

been endangered due to pollution from municipal and industrial

wastes.
5_/  Eckhardt, Bob, U.S. Representative, 8th District Texas, Statement
      presented by Mr. Keith Ozmore, staff assistant, to National
      Estuarine Pollution Study Hearing, Galveston, Texas, October 8,
      1968.

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                                                                      87
          VIII.  WATER QUALITY IMPACT OF FUTURE DEVELOPMENTS






A.  HOUSTON WATER SUPPLY DIVERSION




     Development of the Trinity River as an additional water supply




for the Houston metropolitan area is nearing the final stages.




Wallisville and Livingston Reservoirs on the Trinity River and a




pipeline from Wallisville Reservoir to the Houston area are the




major features of the Trinity River supply system.




     Livingston Reservoir was recently constructed by the Trinity




River Authority to provide storage for regulation of flow in the




lower river and for increasing the firm yield of the watershed for




water supply purposes.




     Construction of Wallisville Reservoir was recently initiated




by the Corps of Engineers.  This reservoir, located about four miles




upstream from the mouth of the river and downstream from Livingston




Reservoir, will provide a barrier against upstream intrusion of




saline water from Trinity Bay during high tide and low flow condi-




tions and will serve as an intake point for the water supply pipe-




line to Houston.  Since the reservoir will have only a small amount




of active storage, little regulation of stream flow will be produced




other than that achieved by diversions to Houston.  Construction




of Wallisville Reservoir will inundate part of the productive shrimp




nursery areas in Trinity Bay,




     Wallisville Reservoir alone will produce only a small effect




on water quality in the estuary.  The complete Trinity River water

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88
      supply system will, however, substantially alter circulation and

      water quality conditions.  The most significant effect of the water

      supply system will be to reduce the freshwater inflow to Trinity

      Bay.  It is estimated that the average freshwater discharge from

      the Trinity River into Trinity Bay will be decreased by about 13

      percent by 1980.  This reduction would result from the combination

      of an average diversions of about 540 cubic feet per second (cfs)

      through the pipeline to Houston and the depletion of streamflow

      in the upper watershed due to the expanded needs of the Dallas-Fort

      Worth area and increased usage for irrigation.

           At any point in Trinity Bay, salinity concentrations are

      primarily a function of the Trinity River discharge.  During the

      spring high flow season, salinity levels throughout the Bay are at

      their lowest and increase with distance from the mouth of the

      Trinity River.  Salinity levels are the highest during the late

      summer low flow period.  A reduction in average freshwater inflow

      would thus be expected to produce an increase in average salinity

      levels.  The Corps of Engineers has conducted an evaluation of

      salinity concentrations and circulation patterns in the entire

      Galveston Bay estuary system using a physical hydraulic model—  .

      Existing (1965) and future  (1980) conditions of water use were

      simulated.  The results of the model tests indicated that 1980
      I/  Bobb, W. H., and R. A. Boland, Jr., Galveston Bay Hurricane
            Surge Study, Technical Report H-69-12, July 1970, U.S. Army
            Engineer Waterways Experiment Station, Vicksburg, Mississippi.

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                                                                      89
average salinity levels would increase slightly (0-10 percent) over




1965 levels at most locations in Trinity Bay with increases as high




as 50 percent produced at a few locations for part of the year.




     The suitability of an estuarine area for a shrimp nursery is




highly dependent upon salinity conditions.  Abnormal salinity




fluctuations can be expected to affect development of juvenile




shrimp.  Increases in average salinity concentrations will alter




the area having salinity levels suitable for a nursery.  The average




annual value of shrimp harvested from the estuary is nearly $1




million.  This harvest represents only a fraction of the adult




shrimp produced by the Trinity Bay nursery, as many shrimp caught




in other areas were hatched in Trinity Bay.  Any reduction in the




shrimp production of this nursery would thus have a substantial




economic impact.




     Water use for municipal and industrial purposes in the Houston




metropolitan area is projected to substantially increase in the




future.  Most of this increased water use will be returned to the




estuary, primarily the Houston Ship Channel, as municipal and




industrial waste discharges.  Additional waste discharges to the




Ship Channel will require that higher levels of treatment be




provided for all waste sources to maintain acceptable water quality.




     Perhaps the most significant result of increased waste dis-




charges would be the augmentation of freshwater inflow to the Ship




Channel.  It is estimated that this flow augmentation will be almost




200 percent of present low flows under 1980 conditions of water use.

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90
      The net effect of the circulation pattern in the Houston Ship Channel




      is to transport pollutants from the Channel into the Bay via the




      surface freshwater outflow.  Flow augmentation will result in more




      rapid transport of pollutants to the Bay; the frequency of flushing of




      the Channel would also increase.  If water quality in the Ship Channel




      is not improved, flow augmentation could result in greater degrada-




      tion of water quality in the Bay.






      B.  CEDAR BAYOU POWER PLANT




           A large-scale fossil fueled electric generating plant known as




      the Cedar Bayou Power Plant is being constructed by the Houston




      Lighting and Power Company at a location on Cedar Bayou near the




      north shore of Trinity Bay.  The plant is scheduled to be built in




      six stages.  Each of the first four stages will consist of one 750-




      megawatt power unit.  The last two stages will add one 1,000-megawatt




      unit each, bringing the ultimate generating capacity of the plant to




      5,000 megawatts.  The first unit is scheduled to be on line by mid-




      1971, with the second unit available about a year later.  Completion




      of all six stages will be in the mid-1980's.




           A once-through cooling water system will be utilized by the




      plant.  Water will be drawn into the plant through an intake channel




      dredged down Cedar Bayou through Tabbs Bay to upper Calveston Bay




      as shown in Figure VIII-1.  As the intake channel through Tabbs Bay




      is only two to three times the depth of the Bay, some of the cooling

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HOUSTON
                                                                  O   1   2345
                                                                   SCALE IN MILES
                                Figure  VIII  -  1  Future DfMclopment

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                                                                      91
water will be drawn directly from Tabbs Bay.  Both Tabbs Bay and




upper Galveston Bay receive polluted outflow from the Houston Ship




Channel.  The point of entrance of the intake channel into Tabbs Bay




is about 2 miles from the Houston Ship Channel near Morgan Point.




     After passing through the plant's condensers, the heated cooling




water will be discharged into a six mile long channel which will con-




vey the flow to upper Trinity Bay near the mouth of the Trinity River.




For the operation of the first two stages of the plant, the cooling




water will be discharged directly to the Bay.  As later stages are




constructed a 2,600-acre baffled cooling pond will be added to the




discharge channel to provide evaporative cooling before discharge to




the Bay.




     Operation of the first two power units with a total generating




capacity of 1,500 megawatts will require about 1,500 cfs of cooling




water.  Cooling water requirements are expected to increase to 3,500




cfs in 1980 and 5,000 cfs upon completion of all six stages.  By way




of comparison, the average discharge of the Trinity River, the




major source of freshwater inflow to Trinity Bay, is 7,900 cfs.  In




1965, the minimum average weekly flow into the entire Galveston Bay




estuary was less than 1,000 cfs.




     Operation of the Cedar Bayou Power Plant will impact water quality




of the estuary in three major ways.  (1) The temperature of the cooling




water will be raised by about 20 F as it passes through the plant's




condensers, resulting in the discharge of a large heat load to Trinity




Bay.  (2) The quality of the water drawn into the system from Tabbs

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92
      Bay will be poorer than the present quality of upper Trinity Bay.




      The cooling water discharge will thus transport pollutants to Trinity




      Bay.  (3) The discharge of large volumes of saline water from Tabbs




      Bay to the less saline waters of Trinity Bay will increase average




      salinity concentrations in Trinity Bay.




           The Texas Water Quality Board has granted a permit covering the




      discharge of 1,500 cfs of cooling water from the first two units and




      has recently granted permits to cover the ultimate 5,000 cfs discharge,




      over the objections of the Environmental Protection Agency.  The




      present permit allows a maximum temperature of 115 F and a daily




      average temperature of 110 F at the point of discharge of cooling




      water to the six mile canal.  Some cooling will be achieved in the




      canal but the discharge to Trinity Bay will still be substantially




      warmer than existing maximum temperatures, which are in the low 90's.




           Under full-scale operation, the cooling ponds will be utilized




      to remove about one-half of the heat load contained in the cooling




      water and reduce discharge temperatures.  The residual heat load




      discharged to the Bay will still be sufficient to significantly




      increase the surface temperature of several square miles of the Bay.




      The National Technical Advisory Committee on Water Quality Criteria




      has recommended that the monthly mean of the maximum daily water




      temperatures should not be increased by more than 1.5 F by the




      artificial addition of heat during June, July and August, npr more

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                                                                      93
                                         o /
than 4 F during the remainder of the year— .  The Texas Water Quality


Requirements specify that a 1.5 F rise in the representative tempera-


ture above natural conditions is not to be exceeded during the


summer, nor more than 4 F during fall, winter and spring.  The area


of the zone which will exceed the 1.5 F limit when the plant is in


full operation is controversial but is estimated to be in the range


of 600 to 2,200 acres.  Measurable temperature increases will extend


over a much larger area.


     The impact of the expected water temperature increases on the


shrimp nursery of Trinity Bay and other aquatic life is also a con-


troversial subject.  Increasing water temperatures have been found


to be beneficial to some stages of shrimp development and detrimental


to other stages.


     Withdrawal of large quantities of cooling water is also expected


to increase the dispersion of Houston Ship Channel pollution into


Tabbs Bay, with attendant water quality degradation.  The cooling


system will thus provide a route for direct transmission of channel


pollution to the relatively good quality water of upper Trinity Bay.


     The Corps of Engineers model study evaluated the combined effects


of the Cedar Bayou Power Plant, upstream development on the Trinity


River, Wallisville Reservoir, and increased flow in the Houston Ship


Channel on the dispersion of pollutants from the Ship Channel through-
2J  Federal Water Pollution Control Administration, Water Duality
      Criteria, Report of National Technical Advisory Committee,
      April 1968, pp. 68-70.

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94
                     3/
      out the estuary— .   The model study compared dispersion patterns under



      existing (1965) conditions with predicted dispersion patterns for



      proposed 1980 conditions of water use.  A cooling water discharge of



      3,500 cfs was used for the Cedar Bayou Power Plant.  The relative



      concentrations of persistent pollutants would increase by as much



      as 600 percent in portions of upper Trinity Bay during low flow



      conditions.  Flow-through time in the cooling water system is less



      than four days, indicating that the concentrations of degradable



      pollutants would also increase substantially.  It would appear that



      increasing the power plant discharge to 5,000 cfs would further



      increase the concentration of pollutants.



           Salinity concentrations in Tabbs Bay and upper Galveston Bay are



      higher than in upper Trinity Bay.  The cooling water system will thus



      contribute to some increase in salinity levels in Trinity Bay.  Evap-



      oration from the cooling ponds will also slightly increase the



      salinity of the cooling water discharge.  The combined effects of



      the cooling water discharge and reduced freshwater inflow from the



      Trinity River on salinity levels were evaluated by the model study.



      Predicted future increases in average salinity levels for both low-



      flow and high-flow periods are larger in the Trinity Bay area than



      any other area of the estuary.  Since Trinity Bay is a prime shrimp



      nursery area and shrimp propagation is affected by salinity levels,



      the most significant changes in future salinity levels will come in



      an area where they can cause the most damage.
      J3/  Bobb, W. H., and R. A. Boland, Jr., Galveston Bay Hurricane Surge

            Study, Technical Report H-69-12, July 1970, U.S. Army Engineer

            Waterways Experiment Station, Vicksburg, Mississippi.

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                                                                      95
C.  MORGAN POINT DEEPWATER PORT




     With the exception of port facilities in Galveston and Texas




City, almost all of the existing deepwater port facilities in the




estuary are located on the landlocked portion of the Houston Ship




Channel above Morgan Point.  In this location, any vessel pollution,




oil spills and waste discharges associated with operations of port




facilities and ancillary industries may be somewhat diluted and




dispersed by the time they reach the higher quality open waters of




Galveston Bay.




     The Port of Houston has announced plans to construct a new major




deepwater port facility at the site of the existing shallow draft




Harbour Terminal near Morgan Point.  This location is immediately




adjacent to the open waters of upper Galveston Bay.  Any pollution




from this facility could thus be carried directly to the Bay by wind




currents and prevailing circulation patterns.  The proximity of




the port facility to the Cedar Bayou Channel and the cooling water




intake of the Cedar Bayou Power Plant would provide an avenue for




rapid transport of additional pollution to Trinity Bay.




     The magnitude of the pollution hazard posed by the port facility




will be primarily dependent upon the types of activities occurring




at the port.  As presently planned, the major port activity will be




the handling of containerized cargo from large container ships and




the loading and unloading of barges from barge carrying ships.




This type of activity should generate minimal pollution except for

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96
      vessel pollution caused by the incrased vessel activity in the




      area.  Should the port also be used for the off-loading of cargo




      from deep-draft to shallow-draft vessels for transshipment on the




      area's shallow-draft channels, the potential for spills of oil and




      hazardous materials would be increased.

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                                                                    97
                          BIBLIOGRAPHY
Blumer, M., et al, The West Falmouth Oil Spill, Woods Hole Oceanographic
Institution, Reference No. 70-44, September 1970.

Bobb, W. H., and R. A. Boland, Jr., Galveston Bay Hurricane Surge Study,
Technical Report H-69-12, July 1970, U. S. Army Engineer Waterways Ex-
periment Station, Vicksburg, Mississippi.

Carter, Luther J., "Galveston Bay:  Test Case of an Estuary in Crisis",
Science, Vol. 167, pp. 1102-1108, February 20, 1970.

Colbert, J. R., and D. M. Windham, The Oyster Based Economy of Franklin
County, Florida, U. S. Public Health Service,  DHEW0

Copeland, B. J., and W. G. Fruh, Ecological Studies of Galveston Bay,
Final Report to the Texas Water Quality Board - Contract IAC (68-69)
408, 1969.

Eckhardt, Bob, U. S. Representative, 8th District Texas, Statement pre-
sented by Mr. Keith Ozmore, staff assistant,  to National Estuarine Pol-
lution Study Hearing, Galveston, Texas, October 8, 1968.

Federal Water Pollution Control Administration, Water Quality Criteria,
Report of National Technical Advisory Committee, April 1968, pp. 68-70.

Federal Water Quality Administration/Engineering Science, Inc.,  Petro-
chemical Effluents Treatment Practices, February 1970.

Gloyna, E. F., and D. L. Ford, The Characteristics and Pollutional Prob-
lems Associated with Petrochemical Wastes, Summary Report, Engineering
Science Inc./Texas, Austin,  Texas, February 1970.

Hann, Roy W., "Houston Ship Channel  Data Summary", Estuarine Systems  Pro-
jects, Technical Report No. 9, Texas A & M University.

Hann, Roy W., "Neches Estuary Water Quality Study", Estuarine Systems  Pro-
jects, Technical Report No. 14, Texas A & M University.

Hann, Roy W., "Management of Industrial Waste Discharges in Complex Es-
tuarine Systems", Estuarine Systems Projects,  Technical Report No. 15,
Texas A & M University.

Hann, R. W., and W. S. Button, Source, Nature and Effects of Organic
Sludges in the Houston Ship Channel, Technical Paper for Texas Section
ASCE, October 1970 (2 copies).

Hutton, W. S., R. W. Hann, and R. H. Smith, "A Quantitative and Qualitative
Survey of Benthal Deposits Contained in the Houston Ship Channel", Estuar-
ine Systems Projects, Technical Report No. 8,  Texas A & M University,
May 1970.

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98
                    BIBLIOGRAPHY (continued)
Hydroscience, Inc., Texas Water Quality Board,  Mathematical Model  of
Calves ton Bay, 1969.

Kramer,  G. R., R. W. Hann, and S. B.  Carpenter, "Completely Mixed  Model
of the Houston Ship Channel",  Estuarine Systems Projects,  Technical Re-
port No. 11, Environmental Engineering Division,  Texas  A & M  University.

McKee, J. E., and H. W. Wolf,  Water Quality Criteria,  Second  Edition,
State Water Quality Control Board, Sacramento,  California, Publication
No. 3-A, 1963.

Pringle, B. H., and C. N. Shuster, Jr., A Guide to Trace Metal Levels
in Shellfish, Northeast Marine Health Sciences  Laboratory, USPHS,
December 1967, Narragansett, R. I.

Singleton, J. R., Texas Parks  and Wildlife Department,  Letter regarding
oyster harvesting areas in Galveston Bay within polluted waters;  also
recent dockside value of oyster harvests in Galveston Bay, November  1970.

Sparr, Sprague, and Hann, "A Study of  the Flushing Times  of  the  Houston
Ship Channel and Galveston Bay", Estuarine Systems Projects,  Technical
Report No. 12, Texas A & M University.

Texas Water Quality  Board, Water Quality Requirements, Vol  II Coastal
Waters,  June 1967.

Texas Water Quality Board, Socio-Economic Study,  Galveston Bay Area,
report to the Federal Water Pollution Control Administration  in fulfill-
ment of a contract, Austin, Texas, May 1969.

University of Texas, Port Aransas and Austin, Ecological Studies  of Gal-
veston Bay, 1969.

University of Texas and Texas  A & M University, Reaction Rates of Houston
Ship Channel Waters, March 1970.

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                                    APPENDIX A
                    Applicable Texas Water Quality Requirements
                          For The Calves ton Bay Area—'  And
                          The Public Health Service Manual
                      "Sanitation of Shellfish Growing Areas"
—' See Figure V-l for Water Quality Zones established in the Galveston Bay
   Area.

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GENERAL STATEMENT TEXAS WATER QUALITY REQUIREMENTS
The  Texas  Water  Quality Act, through which the State of Texas
expresses  its  interest in the  quality of  the waters in the state,
sets forth the following statement  of policy: "It is declared to be
the policy of the  State of Texas to maintain purity of the waters
of the  state consistent with the public health and public enjoyment
thereof,  the  propagation  and protection of fish and wildlife, in-
cluding birds,  mammals,  and other terrestrial  and aquatic  life,
the operation of existing industries, and the economic development
of the state, and  to that end to require the use of all reasonable
methods to implement this policy."

The  water quality requirements   set forth herein have been de-
veloped under  authority of  State  law in line with the foregoing
statement of legislative policy and  are  considered to be in the
                              A-l

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best interests of the State of Texas. These water quality require-
ments,  insofar  as applicable to the interstate waters in Texas,
are submitted to the United States Department of the Interior for
approval  as  the  water   quality  standards  for  such  waters, in
accordance with  Section  10(c)  of the  Federal  Water Pollution
Control  Act (33 U.S.C. 466g(c). The water quality  requirements
applicable to  the intrastate waters  in Texas are provided to the
Federal  Water Pollution Control Administration only for purposes
related to  the  qualification  of  projects  under the Federal con-
struction grant program  as authorized  in  Sectiori 8  of the Act
(33 U.S.C. 466(e).

In implementing the  legislative policy  expressed  in  the Texas
Water Quality Act of 1967  and  subject to the foregoing, it is the
policy of the Texas Water Quality Board that the interstate waters
in the State whose existing quality is better than the applicable
water quality  requirements  described herein as  of  the date when
these  requirements become effective will as  provided hereafter
be maintained at their high quality, and no waste discharges may
be  made which will result in the  lowering of the quality of these
waters  unless and until  it has been demonstrated to the Texas
Water Quality Board  that the change is justifiable  as a result of
desirable economic or social development. Therefore, the Board
will  not  authorize or approve  any waste discharge  which will
result in  the quality of any of the interstate waters in the State
being reduced below the water quality standards without complying
with  the  Federal and State laws  applicable to the amendment of
water quality  standards.  Anyone making a waste discharge from
any  industrial,  public or private project or  development which
would constitute a new source of pollution or an increased source
of pollution to  any of the  interstate waters in the State will be
required, as part of the initial project design, to provide the highest
and best  degree of waste treatment available under existing tech-
nology consistent with the  best practice in the particular field
affected  under the conditions applicable to the project or develop-
ment. In the  spirit  of the  Federal Water  Pollution Control Act,
the Board will keep the Department of the Interior informed on its
activities and will furnish to the Department  such reports, in such
form, and  containing such  information  as  the  Secretary of the
Interior  may  from time  to  time reasonably require to carry out
his functions  under the Act. Additionally, the Board will consult
and cooperate with the Department of the Interior on all matters
affecting the Federal interest.
                              A-2

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The Texas Water Plan  presently  being developed  by the Texas
Water Development Board is a flexible proposal for the adminis-
tration of  water  resources to meet water  needs for all purposes
throughout the state to the year 2020 and beyond. The Plan, when
complete,  will propose a method of implementation in  accordance
with the statutory directive that the Plan be developed with "regard
for the public interest for the entire state ... in  order that
sufficient  water  will  be available  at  reasonable cost to further
the economic development of the entire state." The Texas Water
Quality Requirements,  or  the Texas  Water Quality  Plan,  is a
companion plan to the Texas Water Plan.

The Wagstaff Act, passed  in  1931,  establishes  the  priority of
uses as between  applicants for permits to appropriate water from
the same  source  of supply. The  preferences of use in order of
sequence  are:  (1) domestic and "municipal,  (2) industrial, (3) irri-
gation, (4)  Mining and  recovery of minerals,  (5) hydroelectric
power, (6) navigation, and  (7) recreation.  Cities are empowered
to acquire the use of  surface waters :for  domestic and municipal
purposes  from an appropriator who uses the water for a lower
purpose,  provided the  appropriation from  a lower use was per-
fected  after the 1931 Wagstaff Act. Texas also has a dual riparian
and  appropriative rights system,  which  prevents the precise
administration of  the surface waters in the state as to particular
uses, although the Texas Water  Rights Adjudication Act, recently
adopted by the Legislature, should alleviate this. The Texas Water
Plan also  envisions the transfer of waters  across the face of the
state  to meet water needs,  and this will affect the water quality
requirements  for those waters.  The examples of water uses set
forth on the water quality requirement pages following are indica-
tors of the  uses to which  the water might reasonably be put.
Water  uses of a non-consumptive nature such as fishing, recreation,
aesthetics, and navigation under some  conditions  may be recog-
nized  and  provided for independently   of  statutory consumptive
uses.

1.  The  surface  waters  of  the  State of Texas, for the purposes
    of  this document,  are  divided  into two categories, namely:

    A.   Inland Waters  -  Those surface  waters  not  subject  to
        the ebb and flow of the tides.
    B.   Tidal Waters r Those waters of the Gulf of Mexico within
        the jurisdiction  of the State of Texas, bays and estuaries
        thereto,  and those portions of the river  systems which
        are subject to  the  ebb  and flow of the tides, and to the
        intrusion of marine waters.
                             A-3

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2.  For  inland waters, the proposed requirements are based on
    an evaluation of available data and reflect those quality con-
    ditions  which  can be  attained in streams when there is a
    discernible flow in the stream. These requirements also apply
    to reservoirs,  lakes and impoundments,  bays and estuaries
    and  other  coastal waters  of the state,  except as provided in
    paragraph 7.

3.  Sampling will be  in accordance with  fully recognized pro-
    cedures. Samples  must be  representative of  the  receiving
    waters allowing time and distance for  mixing.

4.  The  water  quality  requirements represent arithmetic average
    conditions over  a  period of one year, but maxima and minima
    for some parameters are shown where  average values do not
    provide the necessary degree of understanding or regulatory
    base. The water quality requirements apply at approximately
    the mid-point of the zone with reasonable gradients applying
    toward  zonal boundaries;  where three  consecutive samples
    taken in the  regular course  of surveillance activities reflect
    a water quality  less than that shown in the water quality re-
    quirement,  an  investigation  will be  made to  determine  the
    cause of the  lower quality water and  the appropriate action to
    be taken.

5.  The  values  established by  the  parameters  in these  water
    quality  requirements relate to analytical procedures outlined
    in the  latest  edition of the "Standard Methods for the Exam-
    ination  of Water and Wastewater"  as prepared and published
    jointly by the American Public Health Association, the Ameri-
    can Water Works Association, and the Water Pollution Control
    Federation.

    In evaluating toxicity,  bioassay techniques  are to be selected
    suited for the particular purpose at hand.

    Where  water quality requirements  need  supplementing
    to provide  adequate  water  quality protection,  such terms and
    conditions as may be necessary will be placed in permits for
    discharges of wastes.

    Taste and odor  producing substances shall be limited to con-
    centrations  in  the waters  of the state that will not interfere
    with the production  of potable  water  by reasonable water
                              A-4

-------
    treatment methods,  or impart unpalatable flavors to food fish,
    including shellfish, or result in offensive odors arising from
    the waters, or otherwise interfere  with the reasonable use of
    the waters.

6.  The suitability  of  water for  irrigation  will be based on the
    irrigation water classification system developed  by the Uni-
    versity of California at Davis and the U. S. Salinity Laboratory
    at Riverside, California.  Class I irrigation water is desirable,
    and will  be assumed wherever possible. Class II or Class III
    irrigation water may be satisfactory under conditions  of soil,
    climate,  irrigation  practices, and  crops where impairment
    and deterioration will not ensue.

    The SAR (sodium  adsorption  ratio) should not exceed 8 for
    waters safe for irrigation. Sampling and analytical procedures
    and schedules are not specified but will be as appropriate for
    adequate protection of irrigation waters.


    A resolution of the  Texas State Department of Health  applies
    as to the sanitary quality of irrigation waters.


7.  Although temperature  requirements  are  included  in these
    water quality requirements,  information on stream and bay
    temperatures  and information  on the effects of stream and
    bay temperatures on the state fisheries resource is inadequate
    on a statewide basis. Water uses requiring temperature  control
    have not been inventoried  and their intake water temperature
    needs are not known. The state has initiated a survey program
    to obtain adequate background data on water and waste temper-
    atures. In addition, at Texas A & M University, under sponsor-
    ship of  the  Electric Utilities of  Texas  Committee on Water
    Quality,  a  research  program has  been initiated seeking to
    provide,  from the fisheries standpoint,  an acceptable basis for
    setting water temperature  requirements.  It is the  intention
    of the Texas Water  Quality Board when sufficient firm infor-
    mation is available,  to review in full  the water temperature
    requirements  set herein  as  may  be deemed appropriate.
    During this  interim  period, the temperature conditions shown
    in these water quality requirements will apply. No temperature
                              A-5

-------
    requirements apply to off-stream or privately owned reservoirs.
    The temperature requirements are intended to be read broadly
    and with judgment. Generally speaking, temperature require-
    ments refer to the representative temperature throughout the
    entire body of water into which the waste discharge is made.
    The extent of the  receiving body of water can only be defined
    on the basis of judgment and knowledge of existing conditions.

8.  Water oriented recreation,  including water  contact sports, is
    a desirable use of the  waters of the state everywhere. Water
    contact  activities  in natural waters  are not opposed by the
    state  health  agency where routine  sanitary surveys support
    such activities, and where, in addition, as a flexible  guideline
    to be  used in the  light of conditions disclosed by the sanitary
    survey,  the geometric means of the number of fecal coliform
    bacteria is less than 200 per hundred milliliters and  not more
    than 10% of the  samples during any  thirty  (30) day period
    exceed  400 fecal  coliform bacteria per hundred milliliters.
    This policy is advisory only  and in no way limits the respon-
    sibilities and authorities of local health agencies.

9.  It  is  highly  desirable  for  waters comprising  the raw water
    supply to a public surface  water treating plant that the total
    coliform bacteria should not exceed  100 per  100 milliliters
    and the  fecal coliform  bacteria should  not exceed 20 per 100
    milliliters. Nevertheless, raw water supplies to surface water
    treating plants shall not be deemed unsatisfactory where the
    total coliform orgainisms do not exceed 20,000 per 100  mil-
    liliters  and the fecal coliform organisms do not exceed 2,000
    per 100 milliliters.  The  evaluation  of raw water  supplies
    cannot be  reduced to the simple counting of  bacteria of any
    kind and the foregoing must be used with judgment and dis-
    cretion  and this paragraph is not intended to limit the respon-
    sibilities and authorities of responsible local governments or
    local health agencies.

10. Nothing  in these water quality requirements limits the  authority
    of the Commissioner  of Health of the  State of Texas to take
    such public health protective measures  as  he may deem
    necessary.

11. It is the policy of the State of Texas, acting through the Texas
    Water  Quality Board,   to  require  primary  and secondary
                             A-6

-------
    treatment and disinfection (except for oxidation pond effluents)
    at all  facilities  serving the  general public and which treat
    domestic  sanitary wastes.  Treatment or  control of industrial
    wastes  is equally  as  important as the treatment or control
    of municipal (domestic) wastes. It  is the policy of the Texas
    Water  Quality Board  to require a  comparably  high standard
    of treatment or control of industrial wastes being discharged
    to the  waters of the State. Therefore, anyone making a waste
    discharge from  any industrial, public  or private project or
    development which would constitute a new source of pollution
    to any of the waters  in the State  will be required, as part of
    the  initial  project  design,  to provide the  highest and best
    degree of waste  treatment available under existing technology
    consistent with the best practice in the particular field affected
    under the conditions applicable to the project or development.

12. The  general  water  quality  requirements  listed  below  are
    applicable to all waters at all times:

    A.  Essentially free of floating debris and settleable suspended
        solids conducive  to the production of putrescible sludge
        deposits or sediment layers which would adversely affect
        benthic  biota, or other lawful uses.

    B.  Essentially free of settleable suspended  solids conducive
        to  changes in  the flow character of stream bottoms, to
        the untimely  filling  of reservoirs  and  lakes, and which
        might result in unnecessary dredging costs.

    C.  The  surface  waters in the state shall be maintained in an
        aesthetically attractive condition.

    D.  There  shall be no  substantial  visible  contrast to  the
        natural  appearance of the receiving waters so far as is
        feasible  after wastes receive the best practicable treat-
        ment or control.

    E.  There shall be  no  substantial increase in turbidity due to
        waste discharges.
                               A-7

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                       GULF  OF MEXICO AT GALVESTON



                                           0901
                                                      a

    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                                                     20,000  mg/1
B.  Sulphate average not to exceed                                                      3,000  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                          45,000  mg/1
D.  B.O.D., average not to exceed                                                           1.0  mg/1
E.  Dissolved Oxygen, not less than                                                         7.0  mg/1
F.  pH Range                                                                             7.0-9.0
G.  MPN, logarithmic average not more than                                              5.0/100 ml
H.  Temperature (See General Statement).  Fall, winter, and spring, not to exceed a 4"F rise in the represen-
    tative temperature above natural conditions. Summer, not to exceed a  1.5'F. rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Does not apply to Gulf Waters.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil  Statutes of Texas, and the  Texas Regulations for Control  of Radiation issued thereunder.
                                               A-9

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                     GULF OF MEXICO AT GALVESTON



                                         0901



Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water


Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
                                           A-10

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                                 TRINITY RIVER TIDAL


                                            0902

    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)
These requirements relate to the surface water layer. The salinity of the underlying saline waters will ap-
proach that of the contiguous bay or coastal zone. Where there is no surface water layer or where mixing has
occurred, judgment must be applied. In some streams, salt water barriers may prevent the intrusion of marine
waters.

A.  Chloride, average not to exceed                                                       6,000  mg/1
B.  Sulphate, average not to exceed                                                         500  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                           10,000  mg/1
D.  B.O.D., average not to exceed                                                          4.0  mg/1
E.  Dissolved Oxygen, not less than                                                        6.0  mg/1
F.  pH Range                                                                              7.0-9.0
G.  MPN, logarithmic average not more than                                             1,000/100ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F rise in the represen-
    tative temperature above natural conditions. Summer, not to exceed a 1.5°F. rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic  Materials - These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.   Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other— The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision.
M.  Radioactive Materials —Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised  Civil  Statutes of Texas, and the Texas Regulations for  Control of Radiation issued thereunder.
                                             A-ll

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                                  TRINITY  RIVER TIDAL



                                            0902



Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water


Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
                                            A-12

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                          SAN JACINTO RIVER TIDAL

                          (ALSO SEE TWQB ORDER 65-9)



                                            0903


    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


These requirements relate to the surface water layer. The salinity of the underlying saline waters will ap-
proach that of the contiguous bay or coastal zone. Where there is no surface water layer or where mixing has
occurred, judgment must be applied. In some streams, salt water barriers may prevent the intrusion of marine
waters.

A.  Chloride, average not to exceed                                                     10,000  mg/1
B.  Sulphate, average not to exceed                                                      1,000  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                         20,000  mg/1
D.  B.O.D., average not to exceed                                                          2.0  mg/1
E.  Dissolved Oxygen, not less than                                                        4.0  mg/1
F.  pH Range                                                                             6.2-8.5
G.  MPN, logarithmic average not more than                                              50 /100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the represen-
    tative temperature above natural  conditions. Summer, not to exceed a 1.5°F. rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control  Administra-
       tion.
I.   Toxicity and Toxic Materials - These waters shall not exhibit either  acute or chronic toxicity (or  other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.   Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other - The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued  thereunder.
                                             A-13

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                         SAN JACINTO RIVER TIDAL

                          (ALSO SEE TWQB ORDER 65-9)



                                        0903



Water Quality is deemed suitable for the following uses among others:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water


Known water uses:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water
                                           A-14

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                           HOUSTON SHIP CHANNEL
                                (TURNING BASIN AREA)



                                           0904


    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


These requirements relate to the surface water layer. The salinity of the underlying saline waters will ap-
proach that of the contiguous bay or coastal zone. Where there is no surface water layer or where mixing has
occurred, judgment must be applied. In some streams, salt water barriers may prevent the intrusion of marine
waters.

A.  Chloride, average not to exceed                                                       4,000  mg/1
B.  Sulphate, average not to exceed                                                       600  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                           9,500  mg/1
D.  B.O.D., average not to exceed                                                          7.0 -mg/1
E.  Dissolved Oxygen, not less than                                                        1.5  mg/1
F.  pH Range                                                                            6.0-8.5
G.  MPN, logarithmic average not more than                                         100,000 /100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the represen-
    tative temperature above natural conditions. Summer, not to exceed a 1.5°F. rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control  Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Does not apply.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive  materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                            A-15

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                        HOUSTON SHIP CHANNEL

                            (TURNING BASIN AREA)


                                     0904



Water Quality is deemed suitable far the following uses among others:

   Aesthetics
   Navigation
   Industrial Cooling Water


Known water uses:

   Navigation
   Industrial Cooling Water
                                      A-16

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        HOUSTON SHIP CHANNEL-SAN JACINTO MONUMENT
                               TO TURNING BASIN
   (MEASURED AT SAN JACINTO MONUMENT TO CONFORM WITH TWQB
                              ORDER 65-9)
                                          0905

    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)
These requirements relate to the surface water layer. The salinity of the underlying saline waters will ap-
proach that of the contiguous bay or coastal zone. Where there is no surface water layer or where mixing has
occurred, judgment must be applied. In some streams, salt water barriers may prevent the intrusion of marine
waters.

A.  Chloride, average not to exceed                                                    7,000  mg/1
B.  Sulphate, average not to exceed                                                    1,000  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                        16,000  mg/1
D.  B.O.D., average not to exceed                                                        5.0  mg/1
E.  Dissolved Oxygen, not less than                                                     2.0  mg/1
F.  pH Range                                                                          6.0-8.5
G.  MPN, logarithmic average not more than                                       10,000 /100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the represen-
    tative temperature  above natural conditions. Summer, not to exceed a 1.5°F rise in the representative
    temperature above natural conditons.
       This temperature  requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.   Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.   Other —The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas,  and the Texas Regulations for Control of Radiation issued thereunder.
                                           A-17

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     HOUSTON SHIP CHANNEL-SAN JACINTO MONUMENT
                        TO TURNING BASIN
  (MEASUBED AT SAN JACINTO MONUMENT TO CONFORM WITH TWQB
                              ORDER 65-9)
                                 0905
Water Quality is deemed suitable for the following uses among others:

   Non-Contact Recreation
   Aesthetics
   Navigation
   Industrial Cooling Water
Known water uses:

   Non-Contact Recreation
   Aesthetics
   Navigation
   Industrial Cooling Water
                                   A-18

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            HOUSTON SHIP CHANNEL-MORGANS POINT TO
                           SAN JACINTO MONUMENT
        (MEASURED AT MORGANS POINT IN CONFORMANCE WITH
                              TWQB ORDER 65-9)
                                          0906

    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)
These requirements relate to the surface water layer. The salinity of the underlying saline waters will ap-
proach that of the contiguous bay or coastal zone. Where there is no surface water layer or where mixing has
occurred, judgment must be applied. In some streams, salt water barriers may prevent the intrusion of marine
waters.

A.  Chloride, average not to exceed                                                  10,000   mg/1
B.  Sulphate, average not to exceed                                                   1,000   mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                       20,000   mg/1
D.  B.O.D., average not to exceed                                                       2.0   mg/1
E.  Dissolved Oxygen, not less than                                                     4.0   mg/1
F.  pH Range                                                                         6.2-8.5
G.  MPN, logarithmic average not more than                                             50/100ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the represen-
    tative temperature  above natural conditions. Summer, not to exceed a 1.5°F. rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution  Control Administra-
       tion.
I.   Toxicity and Toxic  Materials —These waters shall not exhibit either acute or  chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free of Floating Oil  —Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other — The control  of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all  kinds, from both dis-
    solved and suspended i latter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas, and the Texas Regulations for Control of Radia'tion issued thereunder.
                                           A-L9

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           HOUSTON SHIP CHANNEL-MORGANS POINT TO

                       SAN JACINTO MONUMENT

         (MEASURED AT MORGANS POINT IN CONFROMANCE WITH
                              TWQB ORDER 65-9)


                                   0906


Water Quality is deemed suitable for the following uses among others:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water


Known water uses:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water
                                     A-20

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                                        CLEAR LAKE

                           (SEWAGE EFFLUENTS DIVERTED)



                                            0907


    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                '                                       5,000  mg/1
B.  Sulphate, average not to exceed                                                       700  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                          12,000  mg/1
D.  B.O.D., average not to exceed                                                          3.0  mg/1
E.  Dissolved Oxygen, not less than                                                        6.0  mg/1
F.  pH Range                                                                             7.0-9.0
G.  MPN, logarithmic average not more than                                               70/100ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the represen-
    tative temperature above natural conditions. Summer,  not to exceed a 1.5°F rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.  Toxicity and Toxic Materials-These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other - The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision. Where waters are not shellfish
    growing areas, it is required only that waters entering or contiguous to a shellfish growing area not inter-
    fere with the shellfish growing area.
M.  Radioactive Materials —Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                             A-21

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                                    CLEAR LAKE
                        (SEWAGE EFFLUENTS DIVERTED)



                                         0907


Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water


Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
                                           A-22

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                          TEXAS CITY SHIP CHANNEL

          (MONITORED AT GALVESTON BAY SURVEY STATION A-92,
                         NORTHWEST OF SNAKE ISLAND)



                                           0908


    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


These requirements relate to the surface water layer. The salinity of the underlying saline waters will ap-
proach that of the contiguous bay or coastal zone. Where there is no surface water layer or where mixing has
occurred, judgment must be applied. In some streams, salt water barriers may prevent the intrusion of marine
waters.

A.  Chloride, average not to exceed                                                    17,000  mg/1
B.  Sulphate, average not to exceed                                                     2,000  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                         35,000  mg/1
D.  B.O.D., average not to exceed                                                        8.0  mg/1
E.  Dissolved Oxygen, not less than                                                       3.0  mg/1
F.  p'H Range                                                                           7.0-9.0
G.  MPN, logarithmic average not more than                                            1,000 /100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F.rise in the represen-
    tative temperature above natural conditions. Summer, not to exceed a 1.5°F.rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal  Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material —None of a persistent nature.
L.  Other— The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                            A-23

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                        TEXAS CITY SHIP CHANNEL
          (MONITORED AT GALVESTON BAY SURVEY STATION A-92,
                       NORTHWEST OF SNAKE ISLAND)
                                     0908
Water Quality is deemed suitable for the following uses among others:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water
Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
                                      A-24

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                                         EAST BAY



                                             1101



      (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                                                      12,000  mg/1
B.  Sulphate, average not to exceed                                                       1,200  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                           25,000  mg/1
D.  B.O.D., average not to exceed                                                           3.0  mg/1
E.  Dissolved Oxygen, not less than                                                         6.0  mg/1
F.  pH Range                                                                              7.0-9.0
G.  MPN, logarithmic average not more than                                                 70/100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F.rise in the representa-
    tive temperature above natural conditions. Summer, not to exceed a 1.5°F. rise in the representative tem-
    perature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or  aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other — The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision. Where waters are not shellfish
    growing areas, it is required only that waters entering or contiguous to a shellfish growing area not inter-
    fere with the shellfish growing area.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f), Re-
    vised Civil Statutes of Texas, and the  Texas Regulations for Control of Radiation issued thereunder.
                                            A-25

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                                          EAST BAY



                                             1101



Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water


Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation

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                                GALVESTON BAY
  (EAST OF HOUSTON SHIP CHANNEL, BOUNDED BY CHANNEL MARKER
 68. FISHER SHOALS DAY BEACON #1, LONE OAK BAYOU, SMITH POINT,
                    HANNA REEF AND BOLIVAR PENINSULA)
                                         1102
     (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                                                  12,000  mg/1
B.  Sulphate, average not to exceed                                                   1,200  mg/1
C.  Filterable Residue, average not to exceed
     (Total Dissolved Solids)                                                      25,000  mg/1
D.  B.O.D., average not to exceed                                                      4.0  mg/1
E.  Dissolved Oxygen, not less than                                                    6.0  mg/1
F.  pH Range                                                                        7.0-9.0
G.  MPN, logarithmic average not more than                                             70/100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed  a 4°F. rise in the represen-
    tative temperature above natural conditions. Summer, not to exceed a 1.5°F.rise in the representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other — The control of other substances not heretofore mentioned will be guided by the U.S. Public Health
    Service manual "Sanitation of Shellfish Growing Areas", 1965 revision. Where waters are not shellfish
    growing areas, it is required only that  waters entering or contiguous to a shellfish growing area not
    interfere with the shellfish growing area.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both
    dissolved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590
    (0,  Revised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                           A-27

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                            GALVESTON BAY
   (EAST OF HOUSTON SHIP CHANNEL, BOUNDED BY CHANNEL MARKER
  68, FISHER SHOALS DAY BEACON #J, LONE OAK BAYOU, SMITH POINT,
                 HANNA REEF AND BOLIVAR PENINSULA
                                   1102
Water Quality is deemed suitable for the following uses among others:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water
Known water uses:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
                                    A-28

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                    TRINITY BAY AND GALVESTON BAY
 (EAST OF HOUSTON SHIP CHANNEL AND NORTH OF CHANNEL MARKER
                    68 AND FISHER SHOALS DAY BEACON #1)
                                           1103
     (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                                                   10,000  mg/1
B.  Sulphate, average not to exceed                                                     700  mg/1
C.  Filterable Residue, average not to exceed
     (Total Dissolved Solids)                                                        20,000  mg/1
D.  B.O.D., average not to exceed                                 ,                      5.0  mg/1
E.  Dissolved Oxygen, not less than                                                     5.0  mg/1
F.  pH Range                                                                          7.0-9.0
G.  MPN, logarithmic average not more than                                             70/100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F rise in the representa-
    tive temperature above natural conditions. Summer, not to exceed  a 1.5°F. rise in the  representative
    temperature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit  either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other —The control  of other substances not heretofore mentioned will be guided by the U.S. Public
    Health Service manual "Sanitation of Shellfish Growing  Areas", 1965 revision. Where waters are not
    shellfish growing areas, it is required only that waters entering or contiguous to a shellfish growing area
    not interfere with the shellfish growing area.
M.  Radioactive Materials —Levels of ionizing radiation and  radioactive  materials of all kinds, from both
    dissolved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (0,
    Revised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                            A-29

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                 TRINITY BAY AND GALVESTON BAY
 (EAST OF HOUSTON SHIP CHANNEL AND NORTH OF CHANNEL MARKER
                 68 AND FISHER SHOALS DAY BEACON #1)
                                    1103
Water Quality is deemed suitable for the following uses among others:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water
Known water uses:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water
                                      A-30

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                                  GALVESTON BAY

                     (WEST OF THE HOUSTON SHIP CHANNEL)



                                            1104


      (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                                                     12,000  mg/1
B.  Sulphate, average not to exceed                                                     1,500  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                          25,000  mg/1
D.  B.O.D., average not to exceed                                                          6.0  mg/1
E.  Dissolved Oxygen, not less than                                                       5.0  mg/1
F.  pH Range                                                                             7.0-9.0
G.  MPN, logarithmic average not more than                                               70/100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F.rise in the representa-
    tive temperature above natural conditions. Summer, not to exceed a 1.5°F rise in the representative tem-
    perature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic Materials — These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other —The control  of other substances not heretofore mentioned  will be guided by  the U.S. Public
    Health Service manual "Sanitation of Shellfish Growing Areas", 1965  revision. Where waters are not
    shellfish growing areas, it is required only that waters entering or contiguous to a shellfish growing area
    not interfere with the shellfish growing area.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended matter, shall be regulated by the Texas Radiation Control Act, Article 4590 (f),
    Revised Civil Statutes of Texas, and the Texas Regulations for Control  of Radiation issued thereunder.
                                            A-31

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                                    GALVESTON BAY
                       (WEST OF THE HOUSTON SHIP CHANNEL)

                                         1104
Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water
Known water uses:

   Contact Recreation
   Non-Contact Recreation
   Propagation of Fish and Wildlife
   Fishing
   Aesthetics
   Navigation
   Industrial Cooling Water

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                                        WEST BAY

                             (EAST OF KARANKAWA REEF)



                                             1105



      (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)


A.  Chloride, average not to exceed                                                      16.000  mg/1
B.  Sulphate, average not to exceed                                                       2,000  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                           32,000  mg/1
D.  B.O.U., average not to exceed                                                           3.0  mg/1
E.  Dissolved Oxygen, not less than                                                        5.0  mg/1
F.  pH Range                                                                             7.0-9.0
G.  MPN, logarithmic average not more than                                                70/100ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the representa-
    tive temperature above natural conditions. Summer, not to exceed a 1.5°F. rise in the representative tem-
    perature above natural conditions.
       This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
       tion.
I.   Toxicity and Toxic  Materials —These waters shall not exhibit  either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other —The control of other  substances not heretofore mentioned will  be guided by the U.S  Public
    Health Service manual "Sanitation of Shellfish Growing Areas", 1965 revision. Where waters are not
    shellfish growing areas, it is required only that waters entering or contiguous to a shellfish growing area
    not interfere with the shellfish growing area.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and  suspended matter, shall be  regulated  by the Texas Radiation Control Act, Article 4590 (f),
    Revised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                              A-33

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                                      WEST BAY

                            (EAST OF KARANKAWA REEF)



                                          1105


Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water


Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
                                            A-34

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                                        WEST BAY
                            (WEST OF KARANKAWA REEF)

                                             1106

    (THE GENERAL STATEMENT IS AN INTEGRAL PART OF THE FOLLOWING REQUIREMENTS.)
A.  Chloride, average not to exceed                                                      16,000  mg/1
B.  Sulphate, average not to exceed                                                       2,000  mg/1
C.  Filterable Residue, average not to exceed
      (Total Dissolved Solids)                                                           32,000  mg/1
D.  B.O.D., average not to exceed                                                           2.5  mg/1
E.  Dissolved Oxygen, not less than                                                         6.0  mg/1
F.  pH Range                                                                             7.0-9.0
G.  MPN, logarithmic average not more than                                               70/100 ml
H.  Temperature (See General Statement). Fall, winter, and spring, not to exceed a 4°F. rise in the representa-
    tive temperature above natural conditions. Summer, not to exceed a 1.5°F. rise in the representative tem-
    perature above natural conditions.
        This temperature requirement is a requirement of the Federal Water Pollution Control Administra-
        tion.
I.   Toxicity and Toxic Materials —These waters shall not exhibit either acute or chronic toxicity (or other
    harmful effect) to human, animal, or aquatic life to such an extent as to interfere with uses of the waters.
    (See General Statement)
J.  Free or Floating Oil — Substantially free from oil.
K.  Foaming or Frothing Material — None of a persistent nature.
L.  Other-The control of other  substances not heretofore mentioned will be  guided by the U.S. Public
    Health Service manual "Sanitation of Shellfish Growing Areas",  1965 revision. Where waters are not
    shellfish  growing areas, it is required only that water entering or contiguous to a shellfish growing area
    not interfere with the shellfish growing area.
M.  Radioactive Materials — Levels of ionizing radiation and radioactive materials of all kinds, from both dis-
    solved and suspended  matter, shall be  regulated by the Texas Radiation  Control Act, Article 4590
    (f), Revised Civil Statutes of Texas, and the Texas Regulations for Control of Radiation issued thereunder.
                                             A-35

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                                      WEST BAY

                           (WEST OF KARANKAWA REEF)



                                          1106


Water Quality is deemed suitable for the following uses among others:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
    Industrial Cooling Water


Known water uses:

    Contact Recreation
    Non-Contact Recreation
    Propagation of Fish and Wildlife
    Fishing
    Aesthetics
    Navigation
                                           A-36

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         National Shellfish Sanitation Program
                Manual of Operations

                       Parti

               Sanitation of

                   Shellfish

             Growing  Areas
                    7965 Revision
                      Edited by
             Leroy S. Houser, Sanitarian Director
U.S. DEPARTMENT OF HEALTH, EDUCATION, AND WELFARE
                  Public Health Service
       Division of Environmental Engineering and Food Protection
                 Shellfish Sanitation Branch
                 Washington, D.C. 20201

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             This is part I of two companion volumes published by the Public Health
         Service with titles and publication numbers as follows:

                           National Shellfish Sanitation Program

                 Public Health Service Publication No. 33
                 (Revised  1965) Part I—Sanitation of
                 Shellfish Growing Areas
                 Public Health Service Publication No. 33
                 (Revised  1965) Part II—Sanitation of the
                 Harvesting and Processing of Shellfish

             This is a revised edition published previously under the title: Cooperative
         Program for the Certification  of Interstate Shellfish Shippers, Part I, Sanita-
         tion of Shellfish Growing Areas, 1962 Revision.
                     PUBLIC HEALTH  SERVICE PUBLICATION  NO. 33
                                    Part I — Revised 1965
For sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C., 20402 - Price 45 cents

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LIST OF PREVIOUS EDITIONS OF MANUAL OF OPERATIONS FOR
    NATIONAL SHELLFISH SANITATION  PROGRAM—NOW  SU-
    PERSELED
1925.  Supplement No. 53 to Public Health Reports November 6, 1925 "Report
       of Committee on Sanitary Control  of the Shellfish Industry in the
       United States".
1937.  U.S. Public Health  Service Minimum Requirements for Approval of
       State Shellfish Control  Measures and Certification for Shippers in
       Interstate Commerce (Revised October 1937).
19i6.  Manual of Recommended Practice for  Sanitary Control of the Shellfish
       Industry Recommended by the U.S. Public  Health Service  (Public
       Health Bulletin No. 295).
1957.  Manual of Recommended Practice for  Sanitary Control of the Shellfish
       Industry (Part II: Sanitation of the Harvesting and Processing of
        Shellfish).  Printed as Part II of Public Health Service Publication
       No. 33.
1959.  Manual of Recommended Practice for  Sanitary Control of the Shellfish
        Industry (Part I: Sanitation of Shellfish Growing Areas).  Printed as
       Part I of Public Health Service Publication No. 33.
1962.  Cooperative Program for the Certification  of Interstate Shellfish Ship-
       pers, Part II, Sanitation of the Harvesting and Processing of Shellfish.
        (Printed as Part II of Public Health Service  Publication No. 33.)
1962.  Cooperative Program for the Certification  of Interstate Shellfish Ship-
       pers, Part I, Sanitation of Shellfish Growing Areas.  (Printed as Part
       I of Public Health Service Publication No. 33.)
                                                                             111

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                            Contents
                                                                Page
FOREWORD	    vii
INTRODUCTION	     1
DEFINITIONS	     3
    SECTION A—General Administrative Procedures	     5
         1. State Laws and Regulations	     5
         2. Administrative Procedures To Be Used by States	     6
         3. Intrastate Sale of Shellfish	     8
    SECTION B—Laboratory Procedures	     9
         1. Bacteriological	     9
         2. Toxicological	     9
         3. Chemical and  Physical	     9
    SECTION C—Growing Area Survey and Classification	    10
         1. Sanitary Survey of Growing Areas	    10
         2. Classification of Growing Areas	    12
         3. Approved Areas	    13
         4. Conditionally  Approved Areas	    15
         5. Restricted Areas	    18
         6. Prohibited Areas	    19
         7. Closure of Areas Due to Paralytic Shellfish Poison	    19
    SECTION D— Preparation of Shellfish for Marketing	    21
         1. Relaying	 	    21
         2. Controlled Purification	    22
    SECTION E—Control of Harvesting From Closed Areas	    24
         1. Identification  of Closed Areas	    24
         2. Prevention of  Illegal Harvesting From Closed Areas^_    24
         3. Depletion of Closed Areas	    25
APPENDIX A. Bacteriological  Criteria for Shucked Oysters at the
    Wholesale Market Level	    26
APPENDIX B.. In Preparation	
APPENDIX C. In Preparation	
REFERENCES	    28
INDEX	    31

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                                    FOREWORD
                           A Declaration of Principles
  The  National  Shellfish  Sanitation Program
is an unusual teaming of State and Federal re-
sources to preserve and manage a natural re-
source   for  a beneficial  use.  Although  the
current program  is of comparatively recent
origin,  its development  can  he  traced  back
through several centuries of American history.
When  the European  colonists arrived  they
found almost unimagined natural wealth.  For-
ests, rich agricultural land, minerals, and space
itself, were present in quantities and a variety
previously unknown. To these settlers one of
the most valuable  and readily useable of these
natural resources was the  food resources of (lie
sea, particularly the estuaries.  It is not surpris-
ing that shellfish  were  foremost  among their
staple  food items.
  The  value of these  renewable  natural re-
sources to the  early settlers was reflected in
colonial legislation designed to encourage their
wise use.  In 1658—over  300  years  ago—the
Dutch council of  New  Amsterdam passed  an
ordinance regulating the taking of oysters from
the East River.  Other early legislation, includ-
ing that  of  New  York  (1715), New  Jersey
(1730), and Rhode Island  (1734), was designed
to regulate harvesting, presumably as conserva-
tive measures to guarantee a continuing supply.
  The public health problems  which were as-
sociated with shellfish in  the United States in
the first two decades of  the present  century
brought a new dimension to natural resource
utilization; i.e., shellfish could not be used for
food unless of acceptable sanitary quality. This
concept was  clearly recognized in  the  Public
Health Service  sponsored  conference of 1925 in
which  the concepts of the present cooperative
program were first outlined and the administra-
tive foundation put down.  All parties seemed
to recognize, and  accept as fact, the premises
that:   (1)  shellfish  represented  a  valuable
natural food resource;  (2) the cultivation, har-
vesting, and  marketing of this food resource
were valuable components in the financial bases
of many coastal communities; (3) a State and
Federal program was  necessary to permit the
safe use of this resource; and (4) the transmis-
sion of disease by shellfish was preventable and
therefore not to be tolerated.  It is significant
that the founders of this program did not take
the parochial stand that  the  only  completely
safe way  to  prevent  disease  transmission by
shellfish was  to prohibit its use.  Instead, they
held that  this  beneficial  use  of the  estuaries
was in the best public interest, and that sanitary
controls should  be developed  and maintained
which  would allow safe use.   These concepts
were recognized in the program which evolved
following the report of the "Committee on San-
itary Control of (lie Shellfish Industry in the
United States" in 1925.
  In  1954  the  Surgeon  General of  the  U.S.
Public Health Service  called a second national
conference to discuss shellfish sanitation prob-
lems.   Specifically,  the  1954  conference  ad-
dressed itself to the questions of the practicality
and need  for this tripartite  program.  There
was general  agreement that, despite the pro-
fusion of technical problems, the basic concepts
were sound and that it was in the public interest
to maintain the program.  Thus, the presence
of an  irrevocable bond between the application
of sanitary controls in the shellfish industry and
the continuing beneficial use of a  renewable
natural resource was again confirmed.
  Despite this long established relationship the
national  program has  tended to neglect  the
second of these biphasic goals—use of a valuable
natural resource—and to concentrate on the
negative policy of closure of areas of unsuitable
sanitary quality.   Little effort has been made
by the program to develop a compensatory ele-
                                                                                         Vll

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 ment which would encourage corrective action
 by State or Federal agencies.   Similarly, the
 program has not taken a position on the use
 of conservation law even when it  was known
 that this would increase the program's consumer
 protection confidence factor.
   In recognition of past history of the shellfish
 industry in the United States and  of the rela-
 tionship of the National Shellfish  Sanitation
 Program to the effective use of this natural re-
 source, the 1964 Shellfish Sanitation Workshop
 endorses the following principles:
     1.  Shellfish are a renewable, manageable
          natural resource of significant econom-
         ical value to many coastal communi-
         ties, and which should be managed as
         carefully as are other natural resources
         such as forests, water, and agricultural
         lands.
     2. Shellfish culture and harvesting repre-
          sents  a beneficial use of water in the
         estuaries.  This use should be recog-
         nized by State and Federal agencies
         in planning and carrying out pollution
         prevention  and abatement programs
         and in comprehensive planning for the
         use of these areas.
    3.  The goals of the National Shellfish San-
         itation  Program  are:  (1)  the con-
         tinued safe use of this natural resource
         and  (2)  active  encouragement  of
         water quality  programs  which will
         preserve all possible coastal areas for
         this beneficial use.

  It is the conviction of the 1964 National Shell-
fish Sanitation Workshop that survival of the
shellfish industry is in the best public interest;
that by application of the above principles on
a State-by-State basis shellfish can  continue to
be used safely as food and to make a valuable
contribution to the economic  structure of the
Nation both in the immediate present and in the
foreseeable future.
Vlll

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                                      Introduction
  In 1925  State  and local health  authorities
and  representatives  of the shellfish industry-
requested the Public Health Service to exer-
cise  supervision over the  sanitary quality  of
shellfish  shipped in interstate commerce.   In
accordance  with this request,  a cooperative
control procedure was developed.  In carrying
out this cooperative control, the States, the shell-
fish industry, and the Public Health Service,
each accept responsibility for certain procedures
as follows.
  1.  Procedures To  Be  Followed  by  the
State.—Each shellfish-shipping  State  adopts
adequate laws and regulations for sanitary con-
trol  of the  shellfish industry, makes sanitary
and  bacteriological surveys of growing areas,
delineates and patrols restricted areas, inspects
shellfish  plants, and conducts such  additional
inspections, laboratory investigations, and con-
trol measures as may be necessary to insure that
the shellfish  reaching the consumer have been
grown, harvested, and processed in  a sanitary
manner.   The State annually issues numbered
certificates to shellfish dealers who comply with
the agreed-upon  sanitary  standards, and for-
wards copies of the interstate certificates to the
Public Health Service.
  2.  Procedures To Be Followed by the Pub-
lic Health Service.—The Public Health Serv-
ice  makes an  annual review of each  State's
control program including the inspection of a
representative  number  of shellfish-processing
plants.   On the basis of the information thus
obtained, the Public Health Service either en-
dorses  or withholds endorsement of the  respec-
tive State control programs.  For the informa-
tion  of health authorities and others concerned,
the Public  Health Service publishes a semi-
monthly list of all  valid  interstate shellfish-
shipper certificates issued by the State shellfish-
control  authorities.
  3.  Procedures To Be Followed by the In-
dustry.—The shellfish industry cooperates  by
obtaining shellfish from safe sources, by pro-
viding  plants  which  meet  the agreed-upon
sanitary standards,  by  maintaining sanitary
plant conditions, by  placing the proper certifi-
cate number on each package of shellfish,  and
by keeping and making available to the  control
authorities records which show the origin  and
disposition of all shellfish.
  The fundamental components of this National
Shellfish  Sanitation Program were first  de-
scribed  in a Supplement to Public Health  Re-
port*. ''Report of Committee on  Sanitary Con-
trol of  the. Shellfish Industry  in the  United
States"  (1925).  This guide for sanitary  control
of the shellfish industry was revised and reissued
in 19r>7 and again in 1040.  It was separated into
two parts by publication  of Part II,  Sanitation
of the Harvesting and Processing of Shellfish
in 1957  and by publication in 1959,  of  Part I.
Sanitation of Shellfish Growing Areas.  The
need  for a specialized  program  of this nature
was reaffirmed at the  National  Conference on
Shellfish Sanitation  held in Washington, D.C.,
in  1954  (/)  and  at the Shellfish  Sanitation
Workshop held in  1950  (2), 1958  (.?), 1961
(67) and 1964 (68).
  This edition of the shellfish sanitation manual
has been prepared in cooperation with the State
shellfish control authorities in all coastal States,
food  control  authorities  in the  inland  States,
interested Federal agencies, Canadian Federal
departments,  the  Oyster  Institute  of  North
America, the Pacific Coast Oyster Growers As-
sociation, and the Oyster Growers and  Dealers
Association of North America.
  Since the growing and processing of shellfish
are two  distinct phases  of operation in the shell-
fish industry, the manual has been prepared in
two parts: I:  Sanitation of Shellfish-Growing
Areas;  and II: Sanitation of the Harvesting
and Processing of Shellfish. This, Part  I of the
manual, is intended as  a guide for the prepara-
tion of State shellfish sanitation laws and regu-
lations,  and for sanitary control of the growing,
relaying, and purification of shellfish.  It is in-

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tended that States participating in the National
Shellfish Sanitation program for the certifica-
tion of  interstate shellfish shippers  will  be
guided by this manual in exercising sanitary
supervision over shellfish growing, relaying, and
purification, and in the issuing of certificates to
shellfish shippers.
  The manual  will also be used by the Public
Health Service in evaluating State  shellfish
sanitation programs to determine if the pro-
grams qualify  for endorsement.  Part III of
the manual, "Public Health Service Appraisal
of  State Shellfish Sanitation Programs", sets
forth appraisal procedures in evaluating State
shellfish sanitation  programs and is based on
the requirements contained in parts I and II.
  The provisions of this manual were accepted
at the Shellfish Sanitation Workshop held in
Washington, November 17-19, 1964, and unless
otherwise stated become effective 60 days after
publication  (68).

                   EUGENE T.  JENSEN,
Chief, Shellfish Sanitation Branch^ Division
   of  Environmental Engineering and Food
   Protection, Public Health Service.

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                                       Definitions
  And/or,—Where this term is used, and shall
apply where possible; otherwise, or shall apply.
  Area, growing.—An area in which market
shellfish are grown.
  Coliform group.—The coliform group  in-
cludes all of the aerobic and  facultative  an-
aerobic,  Gram-negtative,   non-spore-forming
bacilli which ferment lactose with gas forma-
tion within 48 hours at 35° C.  Bacteria of this
group which will produce gas from E. C. medi-
um within 24 hours at 44.5°  G. in  a water bath
will be referred to as fecal coliforms.
  Controlled purification.—The  process of re-
moving contamination from  whole live shellfish
acquired while growing in polluted areas.
  National shellfish  sanitation  program.—
The cooperative State-PHS-Industry program
for the certification of interstate shellfish ship-
pers  as described in  Public Health Service
Publication  Number  33,  National  Shellfish
Sanitation Program, Manual  of Operations.
Parts I and II.
  Depletion.—The removal of all market-size
shellfish from an area.
  Most probable  number (abbreviated
MPN).—The MPN  is a statistical estimate of
the number of bacteria per unit  volume,  and
is determined from the number of positive re-
sults in a series of fermentation tubes.  A com-
plete  discussion of  MPN determinations  and
computations, including MPN tables, can be
found in the American Public Health Associa-
tion  publication  ''Standard Methods for  the
Examination of Water and Waste Water"  (4)
(5).
  Population equivalent (coliform).—A
quantity of sewage containing approximately
160X109  coliform  group  bacteria.  This  is
approximately equal to the per capita per day
contribution  of coliforms as determined in  a
metropolitan sewerage system  (6)  (7)  (8).
  Sanitary survey.—The  sanitary  survey is
the evaluation of all factors having a bearing
on the sanitary quality of  a shellfish growing
area  including sources of pollution, the effects
of wind,  tides, and currents  in  the distribu-
tion  and  dilution of the  polluting materials,
and  the bacteriological quality of  the  water.
  Shellfish.—All  edible  species  of oysters,
clams, or mussels, either shucked or in the shell,
fresh or frozen.
  Shellfish, market.—Shellfish which are, may
be, or have l>een harvested and/or prepared  for
sale for human consumption as a fresh or frozen
product.
  State shellfish control agency.—The State
agency  or agencies having legal authority to
classify shellfish growing areas and/or to issue
permits for the interstate shipment of shellfish
in accord with the  provisions  of this manual.
  State shellfish patrol agency.—The State
agency having responsibility for  the patrol of
shellfish growing areas.
  Transplanting.—The  moving of  shellfish
from one area  to another area.

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                                        Section  A
             GENERAL ADMINISTRATIVE  PROCEDURES
  1. State  Laws  and  Regulations.—State
laws or regulations shall provide an adequate
legal basis for sanitary control of all interstate
phases  of the shellfish industry.  This  legal
authority shall enable one or more departments
or agencies of  the State to classify  all coastal
waters for shellfish harvesting on the basis of
sanitary quality; effectively regulate the har-
vesting of shellfish; effectively prosecute per-
sons  apprehended  harvesting  shellfish  from
restricted, prohibited, or nonapproved areas;
regulate and supervise the shipment and stor-
age of shell stock, and the shucking, packing,
and repacking of shellfish; make  laboratory
examinations  of  shellfish;  seize, condemn, or
embargo shellfish; and restrict the  harvesting
of shellfish from particular areas and suspend
interstate shipper certificates in public-health
emergencies.
  Satisfactory compliance.—This item  will be
satisfied when the State has legal authority to—
  a. Classify  all actual or potential  shellfish
growing areas  as to their suitability for shell-
fish harvesting on the basis of sanitary  quality
as defined  in section C  of this  manual.   (It is
strongly recommended  that a State permit be
required for the growing of shellfish, and that
such permits be revocable or subject to suspen-
sion for just  cause.  It is also recommended
that the State have  authority  to regulate the
discharge of sewage, radioactive, and other toxic
wastes from boats in  the vicinity of approved
shellfish growing areas.)
  b. Control the harvesting of shellfish from
areas which  are  contaminated  or which con-
tain  marine shellfish poisons.   To be effective
this authority must allow the State  to—
    (1) Patrol growing areas.
    (2) Apprehend   persons   violating  the
  restrictions.
    (3) Effectively prosecute  persons  appre-
  hended harvesting shellfish from restricted or
  prohibited areas.   (Penalties  for such viola-
  tions should be sufficient to discourage illegal
  harvesting.)
  c. Regulate and supervise relaying, deple-
tion, wet  storage, and  controlled purification
as described in this manual if these techniques
are used.
  d. Require that shell stock in storage or in
transit from the growing area to  the certified
shipper be protected against contamination; i.e.,
every person, firm, or corporation that handles
shellfish  up to the certified shipper will be sub-
ject to sanitary  control by an official agency
but will  not necessarily be required to have a
State shellfish  permit.
  e. Prohibit   national   program   shippers
from possessing or selling shellfish from out-of-
State sources unless such shellfish have been pro-
duced  in  accord with  cooperative  program
requirements.
  f. Regulate the operations of shucker-pack-
ers, repackers, shell stock shippers and reship-
pers in accord with the applicable provisions of
part II  of this manual.
  g. Restrict the harvesting of shellfish from
specific areas, and suspend interstate  shipper
certificates in a public-health emergency.  Ad-
ministrative procedures required in connec-
tion with such emergency actions should not
require more than one day to complete.
  h. Prevent the sale, shipment, or possession
of shellfish which cannot be identified as having
been produced in accord  witli  national  pro-
gram requirements or which are otherwise unfit
for human consumption, and to condemn, seize,
or embargo such shellfish.   This authority need
not be specific for shellfish and may be included
in other  State  food  laws.
  Public-health,  explanation.—The  National
Program was developed by the 1925 Conference
on Shellfish Pollution to meet the specific public-
health need resulting from the 1924-25 typhoid
epidemic (9).
  However, the  National  Program has gone
beyond the original objective of insuring that
shellfish  shipped interstate would not be  the
cause of  communicable disease.  Thus, in  the
1940's, paralytic shellfish poison became a matter
of public-health concern and steps were taken
to protect the public against this hazard.  In
1957 it   was  recognized that shellfish  might
concentrate certain radionuclides  and that  a
JUNE 1905

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radiation surveillance activity might become a
necessary adjunct to the established procedures.
  To accomplish these public-health objectives
the State must supervise all phases of the grow-
ing, harvesting, transportation, shucking-pack-
ing, and repacking of  shellfish to be shipped
interstate.  It is also important that shellfish be
properly refrigerated  and protected against
contamination during interstate shipment. This
is not easily accomplished by the State of origin
although certified shippers are required to pack
shellfish in containers which will protect them
against contamination.
  If State  supervision  is to be  effective  all
phases of the activity  must be supported  by
legal authority.  This authority may be either
a specific law or regulation.  The success with
which  the State is able to regulate the several
components of the shellfish industry provides a
measure  of  the adequacy  of  the  statutory
authority.
  The  unique nature of shellfish as a food also
makes  it necessary that the State shellfish con-
trol agency have authority to take immediate
emergency  action to halt harvesting or process-
ing of  shellfish without recourse to lengthy ad-
ministrative procedures. As examples, a State
may find it necessary to close a shellfish growing
area within hours of a breakdown  in a sewage
treatment plant or the unexpected finding of
paralytic shellfish poison.
  Periodic revisions of State shellfish laws or
regulations may be necessary to cope with new
public-health hazards and to reflect new knowl-
edge.  Examples of changes or developments
which  have called  for  revision of State laws
include the wide-scale use of pleasure boats with
the resulting probability of contamination of
shellfish growing  areas with fresh fecal ma-
terial,  the conditionally approved area concept
resulting from the construction of sewage treat-
ment works, and the apparent ability of shell-
fish to concentrate certain radionuclides.
  Experience has demonstrated that all  actual
and potential shellfish  growing waters  of the
State must be classified as to their sanitary suit-
ability for shellfish  harvesting.   Harvesting
should be  permitted only from  those areas
which  have been found by sanitary survey to
meet the sanitary criteria of this manual.  Har-
vesting should accordingly be specifically pro-
hibited from areas which do not meet the cri-
teria, or  which have not been surveyed.
  2.-General Administrative Procedures To
Be Used by States.—States shall keep records
which will facilitate Public Health Service re-
view of their shellfish sanitation programs and
shall assist the Service in making such reviews.
States shall not certify shippers  for interstate
shipment unless the shipper complies  substan-
tially with the construction  requirements of
part II of this manual and maintains a sani-
tation  rating of at least  80 percent during
periods  of operation.   Shippers  not  meeting
these requirements  will not be eligible for in-
clusion on the Public Health Service list of
State-certified shellfish shippers.  National Pro-
gram standards shall be applied  to all  actual
and potential growing areas, all  shellfish har-
vesters,  and  all persons handling shell  stock
prior to  its delivery to  the national program
certified  shipper.   When two or more State
agencies are involved in the sanitary control of
the shellfish industry,  a  clear statement  of re-
sponsibility of each  agency should be developed.
  Satisfactory compliance.—This item will be
satisfied  when—
  a.  National Program  requirements are ap-
plied to  all  actual   and   potential  shellfish
growing  areas.
  b.  National Program  requirements are ap-
plied  to  all  commercial  market   shellfish
harvesters.
  c.  National Program  requirements are ap-
plied to all persons handling the shellfish prior
to its delivery to the interstate shipper.
  d.  Interstate shellfish shipper certificates are
issued  only  to  those  establishments  substan-
tially meeting the construction requirements of
part II of this manual and which maintain a
plant sanitation  rating of  at least 80 percent
during periods of operations.  (The State shell-
fish control agency  shall  suspend  or revoke cer-
tificates if a plant sanitation rating drops below
80 percent or if any individual sanitation item
is violated repeatedly.)  Ratings will be deter-
mined on the basis of compliance withe the ap-
applicable provisions of part II of this manual
as measured by an inspection report comparable
to that contained in appendix A of part II.
  e.  The following records are kept of shellfish
sanitation  activities as required  in sections C,
                                                                                    JUNE 1965

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D, and E, Part  I, of this manual and  when
monthly summaries of State patrol activities are
forwarded to the Public Health Service reg-
ional office:
     (1) Individual growing area files.  (Areas
  may be denned by either  geographic or po-
  litical boundaries.)
     (2) Patrol   activities,  including  arrests,
  prosecutions, and the results of prosecutions.
     (3) Plant  inspections.  Shucker-packers
  and repackers shall ordinarily be inspected at
  least monthly.   Shell stock shippers and re-
  shippers, shall  be inspected at a frequency
  which will afford adequate public-health su-
  pervision of their operations.  A central in-
  spection-report file should be maintained by
  the State.
  f.  The following guidelines are observed by
the State  in issuing interstate shellfish certifi-
cates.
     (1) Certificate  content.  Each certificate
  should give the following information:
    Name.  (The usual business name and al-
  ternative names that should appear on the in-
  terstate  shellfish  shippers  list,  hereafter
  called "list.")
    Address.  (A business and/or  mailing ad-
  dress in the State issuing the certificate.   This
  address indicates where records are kept and
  where inspection may be arranged.)
    Certificate Number.  (A number shall be
  assigned for each  business unit.  Suffix or
  prefix letters may not be used to differentiate
  between two or more plants of a given ship-
  per.)
    Classification.  (The shipper classification
  should be indicated by a symbol: i.e., shucker-
  packer, SP; repacker, RP; shell stock, SS; or
  reshipper, RS.  Only one classification should
  'be used.  The single classification will  cover
  all proposed operations which the shipper is
  qualified to perform.)
    Expiration  Date.  (All  certificates   in a
  State should expire on the same date, pref-
  erably the last day of a month.  This date will
  be shown on the "list".  All certificates will
  be automatically withdrawn from the  "list"
  on the date of  expiration unless new certifi-
  cates  have been  received by Public Health
  Service  headquarters office.   If  the date of
  expiration coincides with the date of issue for
  the "list" the certificates expiring on the date
  of issue will be deleted.)
    Certifying  Officer.   (Each  certificate  is
  signed by a responsible State  official.)
    (2)  Certificate changes.  A change in an
  existing, unexpired certificate should be made
  by issuing a corrected certificate.
    (3)  Interstate  shipment  before  listing.
  The shipper should be informed of the prob-
  able date his name will appear on the "list"
  and should be advised against making inter-
  state shipment prior to that date.  (If ship-
  ments  must be made before the appearance
  of the shipper's name on the "list", the Public
  Health Service will notify the applicable re-
  ceiving States if the names and addresses of
  the  expected receivers are indicated  in ad-
  vance by the State when the certificate is for-
  warded to the Public Health Service.)
    (4)  State cancellation,- revocation, or sus-
  pension of interstate shipper certificates.  If
  a State revokes, cancels, or suspends an inter-
  state shellfish shipper certificate, the Public
  Health Service regional office  should be im-
  mediately notified, preferably by telephone or
  telegram, with   a following  confirmatory
  letter.
    (5)  Mailing  list for  interstate  shellfish
  shipper  list.  Names   of  persons,  business
  units,  organizations,  or  agencies,  desiring
  copies  of the "list", and requests for informa-
  tion concerning  the "list"  should be  sent
  to the  appropriate Public  Health  Service
  regional office.  Recipients will be circular-
  ized periodically  to determine if  they  still
  have use for the "list".
  g. The appropriate Public  Health  Service
regional  office is notified by the State of any
revision  in growing area classification.  The
notification shall so describe the area that it may
be readily located  on Coast and  Geodetic Sur-
vey charts.
  h. State  shellfish plant inspectors are pro-
vided with the following inspection equipment:
standardized  inspection  forms,  thermometer,
chlorine  test kit, and light meter.
  i. Interdepartmental  memoranda of under-
standing have been developed which will define
the responsibilities  of  each State  agency in
maintaining adequate sanitary  control of the
shellfish industry in the State.
JUNE 1965

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  Public-health explanation.—The annual re-
view of each participating State's shellfish sani-
tation activities is a fundamental Public Health
Service responsibility in the National Program.
The purpose of this  review is to  evaluate the
adequacy  and  reliability  of  each  individual
State program  in accord with the agreed-upon
standards.  The Service will endorse those State
programs meeting the National Program stand-
ards and will publish and  distribute a list of
the names of the State certified shippers.  How-
ever, if a State program does not meet the stand-
ards the program will not be endorsed.  Names
of nonparticipating States will be omitted from
the Public Health Service list  of State certified
shellfish  shippers.
  Minimum  plant  sanitation  standards  for
interstate shellfish  shippers are  described in
part II of this manual.  Experience has shown
that absolute compliance with these minimum
standards is not always attainable, particularly
those items which  relate to operating proce-
dures. The establishment  of  the  80-percent
plant sanitation score as a prerequisite for list-
ing on the Public Health Service list of State
certified  shellfish shippers recognizes the facl
that perfection is not always obtainable and, at
the same time, provides a mechanism for exclud-
ing any plant which is not operated in a reason-
ably sanitary  manner.
  National  program   sanitaiy  requirements
should be applied to all  actual and potential
growing areas and  all shellfish harvesters to
insure that  all  shellfish available  to  certified
dealers have been produced and harvested under
acceptable sanitary conditions.  It is  also im-
portant that the shell stock be protected against
contamination during the period between har-
vesting and delivery to  the certified shipper.
  3. Intrastate Sale of  Market  Shellfish.—
Sanitary standards for intrastate shellfish ship-
pers should be substantially equivalent to those
of the national program.
  Public-health explanation.—States may ac-
cept lower sanitary standards for shellfish sold
intrastate than  are  required  by the National
Program.  However, it has been  found that
small intrastate shippers may at times sell their
product to interstate shippers if demand exceeds
the supply qf shellfish  available to the  latter.
Because of the possibility that such substandard
shellfish might 'be shipped interstate, the 1954
National Conference on Shellfish Sanitation rec-
ommended that National  Program standards
be  applied  to  all  shellfish  production and
processing (/).  The 1958 Shellfish Sanitation
AVorkshop also strongly recommended the use
of substantially equivalent standards for intra-
and  inter-state shellfish shippers (3).
                                                                                    JUNE 1965

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                                        Section B
                        LABORATORY PROCEDURES
  1. Bacteriological. — American  Public
Health Association  Recommended Procedures
for the Examination of Sea Water and Shell-
fish shall be followed in the collection and trans-
portation of samples of shellfish  and shellfish
waters for bacteriological examination and in
the laboratory examination of such samples.1
  Satisfactory compliance.—This  item will be
satisfied when current American Public Health
Association Recommended Procedures for the
Examination of  Sea Water and  Shellfish are
followed in tho bacteriological examination of
shellfish and shellfish waters.
  Public-health, explanation.—Experience with
the bacteriological examination of shellfish and
shellfish growing waters has indicated that mi-
nor differences  in  laboratory  procedures or
techniques will cause wide variations in the re-
sults.  Variations in results  may also be caused
by improper handling of the sample during col-
lection or transportation to the laboratory (10).
The American Public Health Association Rec-
ommended Procedures for the Examination of
Sea Water and Shellfish, which are revised peri-
odically, offer a reliable way of minimizing these
variations  (62).  (National  Program  required
use of a standard procedure for  the bacterio-
logical  examination of shellfish  and  shellfish
waters should not discourage laboratories from
working on new  methods of sample handling
or analysis.)
  2. Toxicological.—A recognized  procedure
shall be used in the assay for paralytic shellfish
poison.
  Satisfactory compliance.—This  item will be
satisfied when current  Association of Official
  1 Material which may be useful in interpretation of results
of bacteriological examination of shellfish is contained in ap-
pendix A.
Agricultural  Chemists official methods are fol-
lowed  in  the bioassay  for  paralytic shellfish
poison.
  Public-health explanation.—It has been dem-
onstrated that significant variations in bioassay
results will be caused by minor changes in pro-
cedures.  If reliable results are to be obtained
it is essential that the test procedures be stand-
ardized and that variations due to use of strains
of mice be minimized (11).  The official pro-
cedure for the bioassay for paralytic shellfish
poison adopted by  the Association  of Official
Agricultural  Chemists minimizes these varia-
tions (66). A method of analysis for ciguatera
poison in  shellfish has been developed  (/#).
  3. Chemical and  Physical.—Standard lab-
oratory methods  shall  be used for all salinity,
radionuclide, and other chemical and physical
determinations made on shellfish or shellfish
waters in  conjunction  with National Program
activities.  Results shall be reported in standard
units.
  Satisfactory compliance.—This item will  be
satisfied when—
  a. Chemical  and  physical measurements  on
shellfish and shellfish waters are made in accord
with accepted laboratory techniques.
  b. Results of all chemical and physical deter-
minations are expressed in standard units. (For
example, salinity should be expressed in parts
per thousand  rather than hydrometer readings.)
  Public-health   explanation.—Standardized
laboratory procedures are most apt to  produce
results in  which the  State shellfish  control
agency can have confidence, and facilitate com-
parative evaluation  of data.  The need for ad-
herence to standardized procedures should not
discourage laboratories from experimental use
of nonstandard methods.
.TUNE 3965

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                                        Section  C
        GROWING AREA  SURVEY AND  CLASSIFICATION
  1.  Sanitary Surveys of  Growing Areas.—
A sanitary  survey shall  be  made  of each
growing area  prior  to its approval  by the
State as a source of market shellfish or of shell-
fish to be used in a controlled purification or
relaying operation.   The  sanitary quality of
each area shall be reappraised at least biennially
and, if necessary, a resurvey made.  Ordinarily,
resurveys will be much less comprehensive than
the original survey since it will only be neces-
sary to bring the original  information up to
date.   Records of all original  surveys and re-
surveys of growing areas shall be maintained by
the State  shellfish control agency, and shall be
made available to Public Health Service review
officers upon request.
  Satisfactory  compliance.—This item will be
satisfied when—
  a.  A sanitary survey has been made of each
growing area in the State  prior to initial ap-
proval of interstate shipments of shellfish from
that area.  A  comprehensive sanitary survey
shall include an evaluation of all sources of
actual or potential pollution on the estuary and
its tributaries, and the distance of such sources
from the growing areas; effectiveness and reli-
ability of sewage treatment works;  the presence
of industrial wastes, pesticides, or radionuclides
which would cause  a public-health hazard to
the consumer of the shellfish; and  the effect of
wind,  stream flow, and tidal currents in dis-
tributing  polluting materials over the growing
area.2  The thoroughness with which each ele-
ment must be investigated varies  greatly and
will be determined  by the specific conditions
in each growing area.
  b. The  factors influencing the sanitary qual-
ity of each approved shellfish growing area are
reappraised  at least biennially.3   A complete
resurvey should be made of each growing area
in an approved category at least once every ten
  - In making the  sanitary survey consideration  should be
given to the hydrographie and geographic characteristics of
the estuary, the bacteriological quality of the growing area
water and bottom sediments, and the presence and location
of small sources of pollution, including boats, which might
contribute fresh  sewage to the area.
  3 The purpose  of this reappraisal is to determine if there
have been changes in stream flow, sewage treatment, popula-
tions, or other similar factors which might result in a change
in the sanitary quality of the growing area.  The amount of
years; however, data from original surveys can
be used when it is clear that such information
is  still  valid.
  c.  A  file which contains  all pertinent sani-
tary survey  information, including  the  dates
and  results of preceding sanitary  surveys is
maintained by the State shellfish control agency
for each classified shellfish area.
  d.  The State agency having primary respon-
sibility  for this  element  of the  national pro-
gram develops a system  for identification  of
growing areas.
  Public-health explanation.—The positive re-
lationship between sewage pollution of shellfish
growing areas and enteric disease  has been
demonstrated many times (13) (14)  (15) (16)
(17)  (18)  (63) (64) (66).  However, epidemi-
ological investigations  of shellfish-caused dis-
ease  outbreaks have never established a direct
numerical correlation between the bacteriologi-
cal quality of water and  the degree  of hazard
to health.  Investigations made from 1914 to
1925 by the States and the Public Health Sen-
ice—a period when disease  outbreaks attribut-
able to shellfish were more prevalent—indicated
that  typhoid fever or other enteric disease
would not  ordinarily be attributed to shellfish
harvested from water in which not more than 50
percent of  the 1 cc. portions of water examined
were positive for coliforms,4 provided the areas
were not subject to  direct contamination with
small amounts of fresh sewage which would not
ordinarily  be revealed by  the bacteriological
examination.
  Following the oyster-borne typhoid outbreak
during  the winter of  1924-25 in the United
States  (19)  the  national  shellfish  certification
program was initiated by  the States, the  Public
Health  Service, and the shellfish industry (9).
Water quality criteria  were then stated as:
  a.  The area is  sufficiently removed from ma-
jor  sources  of pollution  so that the shellfish
would not  be subjected to fecal  contamination
in quantities which might be dangerous to the
public health.
field work associated with such a reappraisal will depend upon
the area  under consideration and the magnitude of  the
changes which have taken place.
  4 An MPN of approximately 70 per 100 ml
10
                                                                                     JUNE 1905

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   b. The area  is free from pollution by even
small  quantities of fresh sewage.  The report
emphasized  that  bacteriological  examination
does not, in  itself, offer conclusive proof of the
sanitary quality of an area.
   c. Bacteriological examination does  not  or-
dinarily show the presence of the coli-aerogenes
group of bacteria in 1 cc. dilutions of growing
area water.
   The reliability of this three-part standard for
evaluating  the  safety of  shellfish-producing
areas is evidenced by the fact that no major out-
breaks of typhoid fever or other enteric disease
have been attributed to shellfish harvested from
waters meeting the  criteria sintee  they were
adopted in the  United States in 1925.   Similar
water quality criteria have been in use  in Can-
ada with like results.  The available epidemio-
logical and laboratory evidence gives little idea
as to  the margin  of safety, but it is prob-
ably considerable as indicated by the  virtual ab-
sence of reported shellfish caused enteric disease
over a comparatively long period of time (18}
(20)  (21) (65) (69)  from  waters meeting this
criteria.
   The purpose of the sanitary survey is  to iden-
tify and evaluate those factors influencing  the
sanitary quality of a growing area  and which
may include sources of  pollution, potential or
actual; the volume of dilution water; the effects
of currents, winds  and  tides in disseminating
pollution over the growing areas;  the bacterial
quality of water and bottom sediments;  die  out
of polluting bacteria in the tributaries  and  the
estuary; bottom configuration; and salinity and
turbidity of  the water.  Sources of pollution in-
clude municipal sewage discharged into the es-
tuary or inflowing rivers;  sewyage brought into
the estuary by tides or currents; surface runoff
from polluted areas; industrial wastes; and dis-
charges from pleasure craft, fishing boats, naval
vessels, and merchant shipping.
   Bacteriological examination of the growing
waters is nn important component of the sani-
tary survey.  In many instances the bacterio-
logical and related  salinity data will also pro-
vide valuable information on  the hydrographic
characteristics of an area.5 G
  5 Bacteria in an unfavorable environment die out in such a
way that following an initial lag period there is a large per-
centage  decline during the first few days.  Descriptions of
studies on  bacteria dieout have been published by Greenberg
(22) and Pearson (23).   Dieoff has also been  investigated
   Ideally, a large number of water samples for
bacteriological examination should be collected
at each station.  However,  in most instances
this is not practical because of time and budget
limitations, and accordingly only a limited num-
ber  of samples can  be collected.   Therefore,
sampling stations should be chosen  which will
provide a maximum of data, and which will be
respresentative of the bacteriological quality of
water in as wide an  area as possible. Sample
collection should be timed to represent the most
unfavorable hydrographic  and  pollution con-
ditions since shellfish respond rapidly to an in-
crease in the number of bacteria  or viruses in
their environment  (25)  (26)  (70)  (71)  (72)
 (78),
   There is  no specified  minimum  number  of
sampling stations,  frequency  of sampling,  or
total number of samples.  Sampling results ob-
tained over a period of several years can be used
as a block of data provided at least  15 samples
have been collected from each of a representative
number of stations along the line separating ap-
proved from restricted growing areas and there
have been no adverse changes in  hydrographic
or sanitary conditions.   Only  occasional bac-
teriological  samples  are  necessary from  areas
which are shown to be free from pollution.
   Experience with the shellfish certification pro-
gram indicates a tendency to omit or de-empha-
size some components  of the sanitary survey
unless a central State file of all shellfish sanitary
surveys, reappraisals, and  resurveys is main-
tained.  This  is particularly true  where re-
sponsibility for shellfish  sanitation  is divided
between two or  more State agencies.  Mainte-
nance of a central State file for all shellfish sani-
tary survey information will also simplify the
endorsement appraisal  of State  programs by
the Public Health Service and will help prevent

by the Public Health Service Shellfish Sanitation Laboratory
at Woods Hole, Mass., and Pensacola, Fla. Application of
this principle may be helpful  in predicting the quantity of
pollution which will reach an area, and in establishing objec-
tive effluent quality criteria (2-}),.
  6 Tn connection with the evaluation of sampling results, it
should be noted that  the MPN determination is not a  precise
measure of the concentration  of  bacteria  (4).  Thus, in re-
peated sampling from waters having a uniform density of
bacteria varying MPN estimates  will be obtained.  The use
of the tolerance factor 3.3 (applicable only  to 5 tube decimal
dilution MPN's) is one method of recognizing this variation.
For example,  in a body of  water in which the median con-
centration  of coliform bacteria is 70 per  100  ml., 95% of
observed MPN's will be between 20 and 230 per 100 ml. ; i.e.,
70/3.3 = 21 and 70X3.3 = 230.
JUNE 1965
                                                                                                11

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loss of old data which may be useful in evaluat-
ing the sanitary quality of an area.
  Periodic reappraisals of the sanitary quality
of shellfish producing areas are necessary to
determine  that  environmental conditions  are
such that the original conclusions are still valid.
A resurvey should be made within 1 year if the
reappraisal  shows  a  significant  detrimental
change.
  2.  Classification  of Growing Areas.—All
actual and potential growing waters shall be
classified as to their public health suitability for
the harvesting of market shellfish.  Classifica-
tion criteria are described in sections C-3, C—4,
C-5, C-6, and C-7 of  this manual.  Except in
emergency any upward revision of an area clas-
sification shall be preceded by a sanitary survey,
resurvey, or reappraisal.  A written analysis
of the data justifying the reclassification shall
be made a part  of the area file.
  Satisfactory compliance.—This item will be
satisfied  when—
  a. All  actual and potential growing waters in
the State are correctly designated with one of
the following classifications on the basis of sani-
tary survey information:  Approved; condition-
ally approved; restricted; or prohibited.7 *
  b. Area  classifications  are revised whenever
warranted by survey  data.
  c.  Classifications  are  not revised upward
without  at least a file review, and there is a
written record of such review  in the area file
maintained by the State shellfish control agency.
  d. All actual  and potential growing areas
which have not been subjected to sanitary sur-
veys shall  be automatically classified  as pro-
hibited.
  Public-health   explanation.—The probable
presence or absence of pathogenic organisms in
shellfish  waters is of the greatest importance in
deciding how shellfish obtained from an area
may be used.  All actual and potential growing
waters should thus be classified according to the
information  developed in the  sanitary survey.
Classification should  not be  revised upward
without careful consideration of available data.
  7 Closures may also be based on presence of Marine Toxins
or other toxic materials.
  'States may use other  terminology in  describing area
classifications; provided, that the classification  terms used
are consistent  with the intent and  meaning  of the words
"approved",   "conditionally approved",  "restricted",  or
"prohibited".
Areas should be reclassified whenever warranted
by existing data.  A written justification for the
reclassification simplifies Public Health Service
appraisal of State programs.
  A hypothetical use of the four  recognized
area classifications  is shown in  figure 1.  This
idealized situation depicts an estuary receiving
sewage from two cities, "A" and "B."  City "A"
has complete sewage treatment including chlori-
nation of  effluent.   City "B" has  no sewage
treatment.   The estuary has been divided into
five areas,  designated by roman numerals, on
the basis of sanitary survey information:

                 Approved

  Area,  I.  The sanitary survey indicates that
sewage from cities "A" and "B" (even with the
"A" sewage plant not functioning)  would not
reach this area in such concentration as to consti-
tute a public-health hazard. The median coli-
form MPN of the water is less than 70/100 ml.
The sanitary quality of the area is independent
of sewage  treatment  at  city "A."

           Conditionally Approved

  Area  II.   This area is of the same sanitary
quality  as  area I;  however, the quality varies
with the effectiveness of sewage treatment at
city "A."  This area  would probably be classi-
fied prohibited if city "A" had not provided
sewage  treatment.

                 Restricted

  Area  III.   Sewage from "B" reaches this
area, and the median colif orm MPN of water is
between 70 and 700 per 100 ml.  Shellfish may
be used  only  under  specified conditions .

                 Prohibited

  Area  IV.   Direct harvesting from  this area
is prohibited because of  raw sewage from "B."
The median colif orm MPN of water may exceed
700/100  ml.
  Area  V.  Direct harvesting from this area
is prohibited because of  possible failure of the
sewage  treatment plant.   Closure is based on
need for a safety factor rather  than  coliform
content of  water or amount of  dilution water.
12
                                   JUNE 1965

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  3. Approved Areas.—Growing  areas may
be designated as approved when: (a) the sani-
tary survey indicates  that  pathogenic micro-
organisms,  radionuclides, and/or  harmful  in-
dustrial  wastes do not reach the area in dan-
gerous concentration, and (b) this is verified by
laboratory findings whenever the sanitary sur-
vey indicates the need.  Shellfish may be taken
from such areas for direct marketing.
  Satisfactory compliance.—This  item will be
satisfied  when  the three  following  criteria are
met:
  a. The area is not so contaminated with fecal
material that consumption of the shellfish might
be hazardous, and
  b. The area  is  not so  contaminated  with
radionuclides or  industrial  wastes that con-
sumption of the shellfish might be hazardous
(see section C, item 7, regarding toxins in shell-
fish growing areas), and
  c.  The coliform median MPN of the water
does not exceed 70 per 100 ml., and not more
than 10  percent of the samples ordinarily ex-
ceed an  MPN  of  230  per 100 ml.  for  a 5-tube
decimal dilution test (or 330 per 100 ml., where
the 3-tube decimal dilution test is used) in those
portions of the area most probably exposed to
fecal contamination during the most unfavor-
able hydrographic  and  pollution  conditions.
(Note: This concentration might be exceeded if
less than 8 million cubic feet of a coliform-free
dilution  water are available for each population
equivalent  (coliform)  of  sewage reaching the
area).   The foregoing limits  need not be ap-
plied if it can be shown by detailed study that
the coliforms are not of direct fec>il origin and
do  not indicate a public health hazard (7,9)
(20)*
  Public-health explanation.—A review of epi-
demiological investigations of disease outbreaks
attributable to the co isumption of raw  shellfish
reveals that two general situations prevail °  in-
sofar as  pollution of growing or storage areas
are concerned.
     (1)  Gross sewage contamination of a grow-
  ing or wet storage area.  (A report of a 1910
  outbreak of  typhoid fever  involving 41 per-
  sons notes that raw sewage from a city with
  a population of  30,000 was discharged only
  a few hundred feet away from clam beds and
  floats  (27) (°28).  In 1947  a case of typhoid
  fever was  attributed to clams harvested 200
  yards from the outlet of a  municipal sewage
  treatment plant (29).  In the latter case, the
  coliform MPN of the harbor water exceeded
  12,000 per  100 ml. and the area had been
  posted as closed to shellfish harvesting.)
     (2)  Chance contamination of a growing or
  wet storage area by fresh fecal material which
  may not be diffused throughout the entire area
  (14) (16) (17) (1,9) and therefore not readily
  detectable  by ordinary bacteriological pro-
  cedures.  The possibility of chance contami-
  nation was noted by Dr. Gurion in his report
  on a 1902 typhoid outbreak, and who is quoted
  in Public Health Bulletin  No. 86, as "there
  is a zone of pollution established by the mere
  fact of the existence of a populated city upon
  the banks of a stream or tidal estuary  which
  makes the  laying down of  oysters and clams
  in these waters a pernicious custom if per-
  sisted  in, because it renders these  articles of
  food dangerous at  times, and always  suspi-
  cious".  The  1956 outbreak  of  infectious
  hepatitis in Sweden (691 cases) attributed to
  oysters which were contaminated  in  a wet
  storage area is an example of such contami-
  nation  (16).  Similarly in 1939, 87 cases of
  typhoid were attributed  to fecal contamina-
  tion of a storage area by  a typhoid carrier
  8 This MPN value is based on a typical ratio of coliforms
to pathogens and would not be applicable to any situation in
which an abnormally large number of pathogens might be
present  Consideration must  also be given to the possible
presence of industrial or agricultural wastes in which there
is an atypical coliform to pathogen ratio (SO).
  * There is a third general consideration in which shellfish
may be contaminated through  mishandling.  This is not re-
lated to growing area sanitation and is considered in part II
of this manual.
  It  is  well  established  that shellfish from
water having a median coliform MPN not ex-
ceeding 70 per 100 ml.8 and which is also pro-
tected against chance contamination  with fecal
material, will not be involved in the spread of
disease which can be attributed to initial con-
tamination of the shellfish.  This is not surpris-
ing since a water MPN of 70/100 ml. is equiv-
alent to a dilution ratio of about 8 million cubic
feet of coliform-free water per day for the fecal
material from each person contributing sewage
to the area.   This tremendous volume of water
is available  in shellfish growing areas through
JUNE 1965
                                           13

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14
                                                                                      JANUARY 1939

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tidal  action which is constantly bringing un-
polluted water into the area.8
  Areas which are approved for direct market
harvesting of  shellfish which will be eaten raw
must  necessarily  meet one  general  test;  i.e,
sewage  reaching the growing area must  be so
treated, diluted, or aged that it  will be of neg-
ligible public-health significance.  This implies
an element of time and distance to permit the
mixing of the sewage or fecal material with the
very large volume of diluting water and  for a
major portion of the microorganisms to die out.
Studies of the natural die-off of microorganisms
in an unfavorable marine environment  have
been summarized by Greenberg (22).
  The effectiveness of sewage treatment  proc-
esses must be  considered in evaluating the san-
itary  quality of a growing area  since the bacte-
rial and viral content  of the  effluent will be
determined by the degree of treatment which is
obtained  (2)  (73)  (74)   (75).   The results of
bacteriological sampling must also be correlated
with  sewage  treatment  plant   operation, and
evaluated in terms of the minimum treatment
which can be expected with a realization of the
possibility of malfunctioning,  overloading, or
poor  operation.
  The  presence of radionuclides in  growing
area waters may  also have public-health sig-
nificance since shellfish, along with other marine
organisms, have the ability to concentrate such
materials (31) (32)  (33) (3/+).   The degree to
which radioisotopes will  be concentrated de-
pends upon  the species  of  shellfish  and the
specific radioisotope.  For example, it has been
reported that  the,  Eastern oyster has  a concen-
tration  factor of  17,000  for Zn('5 whereas the
concentration  factor in soft  tissues for Si-89 is
approximately unity (31) (33).  The  distribu-
tion of  the radioisotope in the shellfish and the
biological half-life are also variable.   Sources
of radioactive materials include  fall-out, indus-
trial  wastes,  and  nuclear reactors.   Limiting
maximum permissible concentrations of radio-
active materials expressed in terms of specific,
radioisotopes  and unidentified  mixtures in
water and food have been established (35)  (36).
The current standard should be consulted in
evaluating the public-health significance of de-
tected radioactivity in market shellfish.
  See footnote 8 on page 13

JUNE 1965
  The bacterial quality of active shellfish will
ordinarily be directly proportional to the bac-
terial quality of the water in which they grew;
however, considerable  variation in  individual
determinations may be expected.  The coliform
MPN's of the shellfish usually exceed those of
the overlying water because shellfish filter large
quantities of water to obtain food, thereby con-
centrating the  suspended bacteria.  This rela-
tionship will depend upon the shellfish species,
water  temperature, presence of certain chemi-
cals, and varying capabilities of the individual
animals.
  4. Conditionally  Approved  Areas.—The
suitability of some areas for harvesting shellfish
for direct marketing is dependent upon the at-
tainment of an established  performance stan-
dard by  sewage treatment  works discharging
effluent, directly or indirectly, to the area.  In
other cases the sanitary quality of an area may
be effected by seasonal population, or sporadic
use of a  dock  or harbor facility.   Such areas
may be classified as conditionally approved.
  State shellfish control agencies shall establish
conditionally appro red areas only when satisfied
that (a) all necessary measures have been taken
to insure  that  performance standards will be
met, and (b) that precautions have  been taken
to assure  that shellfish  will not be marketed
from the areas subsequent to any failure to meet
the performance standards and before the shell-
fish  can purify themselves of polluting  micro-
organisms.
  Rdtixfiic-fory compliance.—This  item will be
satisfied when—
  a. The  water quality requirements  for an
itpproved area are met at all times while the area
is approved as  a source of  shellfish  for direct
marketing.
  b. An  operating procedure  for each  condi-
tionally tippi'oi'cd area  is developed  jointly by
the State shellfish control agency, local agencies,
including those responsible for operation of
sewerage systems,  and  the local shellfish  indus-
try.  The operating procedure should be based
on an evaluation of each of the potential sources
of pollution which may affect the area.  The
procedure should establish performance  stand-
ards, specify necessary safety devices and meas-
ures, and define inspection  and check  proce-
dures.   (These procedures  are  described in
                                                                                            15

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more detail   in  the  following  public-health
explanation.)
  c.  A closed safety zone is established between
the conditionally a pprored area and the, source
of pollution to give the State agency  time to
stop shellfish harvesting if performance stand-
ards are not met.
  d. Boundaries   of  conditionally  approrcd
areas are so marked as to  be readily identified
by harvesters.
  e.  Critical  sewerage system units are so de-
signed,  constructed, and  maintained that  the
chances of  failure to meet the established per-
formance standards due to mechanical failure
or overloading are minimized.
  f.  There is  a complete understanding of the
purpose of the conditionally approved classifi-
cation by all  parties concerned,  including the
shellfish  industry.   Successful functioning of
the concept is dependent upon the wholehearted
cooperation of all  interested parties.   If such
cooperation is not assured  the State should not
approve the area for direct harvesting of mar-
ket shellfish.
  g. Any   failure  to  meet  the  performance
standards is immediately reported  to the State
shellfish control agency by  telephone or messen-
ger.   In some instances States may find  it de-
sirable to delegate the authority for closing a
conditionally approved area to a  representative
of the agency located in the immediate area.
  h. The  State  immediately  closes condition-
ally  approved areas to shellfish harvesting  fol-
lowing a report that the performance standards
have  not  been  met.  The area  shall  remain
closed until  the  performance  standards  can
again be met plus a length  of time sufficient for
the shellfish to purify themselves so that they
will  not be a hazard to the public health.   (See
section I)-l, "Relaying," for information on the
length of time required for self-purification of
shellfish.)
  i.  The State shellfish control agency makes at
least  two evaluations during the shellfish har-
vesting season of each conditionally a pprored
area including inspection  of each critical unit
of the sewerage system to determine the general
mechanical condition of the equipment, the ac-
curacy of recording devices, and the accuracy of
reporting by rhe  operating agency.
  j.  It is  discovered that  failure to meet per-
formance standards have not been  reported by
the operating agency,  or  if  the  performance
standards  are  not met, the  area  will  imme-
diately revert,  to a  restricted or  prohibited
classification.
  k. All data relating to  the operation of a
conditionally approved area,  including  oper-
ation of sewerage systems, are maintained in a
file by the  State shellfish control agency.
  Public-health   explanation.—The condition-
ally a pprored  classification  is designed  pri-
marily  to  protect shellfish growing  areas in
which the water quality might  undergo a signifi-
cant adverse change  within a short  period of
time.1"  The change  might result from  over-
loading or  mechanical failure, of a sewage treat-
ment  plant, or bypassing  of  sewage  at a lift
station.
  Water quality  in many growing areas in the
more  densely populated sections of the country
is, to some degree, dependent upon the operation
of sewage  treatment plants.   For  example, the
boundaries of an  approved shellfish area might
be determined during a period when a tributary
sewage,  treatment plant is operating at a satis-
factory level.  If there, is some interruption in
treatment it follows that there will 'be some deg-
radation in water quality in the growing area,
which may justify a relocation of the bound-
aries.  The degree, of relocation would depend
upon  such items as the distance between the pol-
lution source and the  growing area, hydrog-
raphy,  the amount of dilution water, and the
•amount of  pollution.
  The concept is also applicable to other situa-
tions  in which there may be a  rapid or seasonal
change in  water quality.   Examples of such
situations  include—
  a. A  growing area adjacent to a resort com-
munity.  During  the  summer  months the
community might have a large  population which
might have an  adverse effect  on water- quality.
However, during the  winter when  there are, few
people  in  the,  community  the water quality
might improve  sufficiently to allow approval of
the area.   In some States this is  known as a
seasonal closure.
  b. A protected harbor in a sparsely  settled
area might provide anchorage for a fishing fleet
  10 A natural disaster may also cause man) sewage treat-
ment  plants to he out of service for an extended period of
time.  The conditionally approved area concept is not ordi-
narily concerned with such emergency situations.
16
                               JANUARY 1959

-------
several months a year.  When the fishing fleet is
in, the harbor water would be of poor sanitary
quality; however, during the remainder of the
year the quality of the harbor water might be
satisfactory.   The area would be approved for
shellfish harvesting only when the fishing fleet
is not using  the harbor.
  c.  The water quality in an area fluctuates with
the discharge of a major river.  During periods
of high runoff the  area is  polluted because of
decreased flow time in the river.  However, dur-
ing periods of low runoff the  area might be of
satisfactory quality  and  thus be approved for
shellfish harvesting.
  The establishment of conditionally  approved
areas might be considered whenever the poten-
tial for sewage contamination is such that the
limiting water quality criteria for an  appro red
area might, be exceeded in less than  one week
due to a failure of sewage treatment, or other
situations as described above.
  The first step in determining whether an area
should be placed in the conditionally  approved
classification  is the evaluation of the potential
sources of  pollution in terms of their effect on
water quality in the area.   Potential sources of
pollution  include the following:
     (1) Sewage treatment  plants.
      (a)  Bypassing of  all or part of  sewage
    because of  mechanical or power failure,
    hydraulic overloading, or treatment over-
    loading.
      (b)  Reduced degree  of treatment due to
    operational  difficulties or inadequate plant.
     (2) Sewage lift stations.
      (a)  Bypassing during periods of maxi-
    mum flow due to inadequate capacity.
      (b)  Bypassing because of mechanical or
    power failure.
     (3) Interceptor sewers or underwater out-
  falls.
      (17)  Exfiltration due to faulty  construc-
    tion.
      (b)  Leakage due to damage.
    (4) Other sources of pollution.
      (a)  Sewage  from merchant   or naval
    vessels.
      (b)  Sewage from recreation use of area.

  The second step in establishment of a condi-
tionally approved area is the evaluation of each
source of pollution in terms  of the water quality
standards to be maintained, and the formulation
of performance standards for each installation
having a significant effect on the sanitary qual-
ity  of the  area.  Examples of performance
standards might include:
     (1) Bacteriological quality of effluent from
  sewage  treatment  plants.  This  might  be
  stated  in  terms of chlorine residual if the
  bacteriological  quality of the effluent can be
  positively related to chlorine residual.  The
  following is an example of a performance
  standard (37) : ''The median coliform MPN,
  in any one  month,  shall not exceed 500 per'
  100 ml., based on not less than 16 composite
  samples per month,  and not more than 10 per-
  cent of the samples  shall have an MPN in ex-
  cess of 10,000 per 100 ml.  Determinations of
  the chlorine residual of the effluent should be
  made hourly and recorded in the permanent
  plant records."
     (2) Total quantity of sewage which can be
  discharged from any given unit, or from a
  combination  of units, without  causing  the
  basic water quality  standards to be exceeded.
     (3) Amount  of shipping in  the  area and
  the amount of sewage which can be expected.
  Design criteria  which may be useful in formu-
lating an opinion on the  quantity of sewage
which can be  discharged into an area without
exceeding the desired water quality standards
include:  Population  equivalent (coliform)  of
sewage; predicted survival  of coliform in sea
water, effectiveness of  chlorination, and the total
quantity of clean dilution water in an area.  Re-
sults of many studies on the survival of bacteria
in sea water  have been summarized in An In-
vestigation of the  Efficacy of /Submarine Outfall
Disposal of Seicage  and Sludge; Publication
No. 14, California State Water Pollution Con-
trol Board, 1956.
  The mechanical equipment at critical sewage
treatment or pumping units should be such that
interruptions  will be minimized.   Wherever
possible operations should be automatically re-
corded on charts.  Examples of the require-
ments which might be  imposed, depending upon
the importance of the unit in terms  of water
quality, include:
     (1)  Ample   capacity  for  storm  flows.
  (Storm  water should ordinarily be excluded
  from the sanitary system.)
JANUARY 1959
                                                                                          17

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    (2) Standby  equipment  to  insure that
  treatment or pumping will not be interrupted
  because of damage to a single unit or to power
  failure.
    (3) Instrumentation of pumps and equip-
  ment to allow the regulatory agency to  de-
  termine  that  performance standards have
  been met.  Examples include :
       (a) Recording scales to indicate rate of
    chlorine  use.  Chlorine  flow  can be inte-
    grated with hydraulic  flow to establish a
    ratio.
       (6) Liquid level recording gages in over-
    flow  channels of sewage  treatment plants
    and  wet wells of lift  stations to indicate
    when overflow takes place.  Charts should
    be dated and  initialed by the  operator.
    Gages  should  be calibrated  so  that dis-
    charge can be estimated.
       (c) Automatic devices to warn  of fail-
    ure  or  malfunctioning  at  self-operated
    pumping stations or treatment plants.
    (4)  The effect of storm sewage can be cal-
  culated by multiplying  the total  estimated
  flow by the observed coliform content.  The
  result  can  be expressed in terms of popula-
  tion equivalents (coliform}.
  Design and operation of equipment should be
such that closure provisions should not have to
be  invoked more than once per  year under
ordinary circumstances.
  A closed safety area should be  interposed
between the conditionally approved area and the
source of pollution. The size of such area should
be based on the total time it would take for the
operating agency to detect  a failure, notify the
State shellfish control agency, and for the latter
agency to stop shellfish harvesting.  It is recom-
mended  that the area be of such  size that  the
flow time through the  safety area be  at least
twice that required for the notification process
to become effective.  Due consideration should
be given to the possibility that  closure actions
might be necessary on holidays  or at night.
  The type of marking which will be required
for conditionally approved areas will vary from
State to State depending upon the legal require-
ments for closing an area.
  The length of time a conditionally approved,
area should  be  closed following  a  temporary
closure will depend upon several factors includ-
ing the  species of shellfish, water temperature,
purification rates, presence  of  silt or other
chemicals that might interfere with the physio-
logical activity of the  shellfish, and the degree
of pollution of the area.  (See section D-l of
this manual for additional information on the
natural  purification  of shellfish.)
  5. Restricted Areas.—An area may be clas-
sified  as restricted, when a sanitary survey in-
dicates  a limited degree of  pollution which
would make it unsafe to harvest the shellfish
for direct marketing.  Alternatively the States
may classify such areas  as prohibited.   (See
section C-6, this manual.)  Shellfish from such
areas  may be marketed after purifying or re-
laying as provided for in section D.
  Satisfactory compliance.—This item will be
satisfied when the following water quality cri-
teria are met  in  areas designated by States as
restricted.1'112
  a. The area is so contaminated  with fecal
materials that direct consumption of the shell-
fish might be  hazardous, and/or
  b. The area is not so contaminated with radio-
nuclides or industrial  wastes that consumption
of the shellfish might be hazardous, and/or
  c. The coliform median MPN of the water
does not exceed 700 per 100 ml. and not more
than 10 percent of the samples exceed an MPN
of 2,300 per 100  ml.  in those portions of the
areas most probably exposed to fecal  contami-
nation  during the  most unfavorable hydro-
graphic  and pollution conditions.   (Note: this
concentration might be exceeded if less than
800,000 cubic feet of  a coliform-free dilution
water are available  for each population equiv-
alent  (coliform)  of  sewage reaching the area.)
  d. Shellfish  from i-entncted  areas  are  not
marketed  without  controlled purification  or
relaying.
  Public-health  explanation.—In  many  in-
stances  it is difficult to draw a clear line of de-
marcation between  polluted  and  nonpolluted
areas.   In such instances the  State may, at its
  11 It is not mandatory that States use this classification.
Areas hot meeting the n/>/>ro; cd clasMfication may he closed
to all harvesting for direct marketing.
  T- Routine sanitary  surveys and reappraisals of restricted
areas shall be made on the same frequency as for upiiroicd
areas.   (See section C-l )
18
                                JANUARY 195!)

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option, classify areas  of intermediate sanitary
quality as restricted and authorize the use of the
shellfish for relaying, or controlled purification.
  6. Prohibited Areas.—An area shall be clas-
sified prohibited if the sanitary survey indicates
that dangerous numbers  of pathogenic micro-
organisms might reach an area.  The taking of
shellfish from  such areas for direct marketing
shall be prohibited.  Eelaying or other salvage
operations shall be carefully supervised to in-
sure  against polluted  shellfish entering trade
channels.  Actual and potential growing areas
which have not been subjected to sanitary sur-
veys   shall  be  automatically   classified  as
prohibited.
  Satisfactory compliance.—This  item will be
satisfied when:
  a. An area is classified as prohibited if a sani-
tary  survey  indicates  either of the following
degrees of pollution:
     (1) The area is contaminated with  radio-
  nuclides or industrial wastes  that consump-
  tion  of the  shellfish  might  be  hazardous
  and/or
     (2) The median coliform MPN of the wa-
  ter exceeds 700  per 100 ml. or more than 10
  percent of the samples have a  coliform MPN
  in excess of  2,300 per 100 ml.  (Note: This
  concentration might be reached if less than
  800,000 cubic feet of a coliform-free dilution
  water are available for each population equiv-
  alent  (coliform,}   of sewage reaching  the
  area.)

  b. No market shellfish are taken from pro-
hibited areas except by special permit  as de-
scribed in section I).
  c. Coastal areas in  which sanitary surveys
have not  been made  shall  be automatically
classified as prohibited.
  Public-health explanation.—The positive re-
lationship  between enteric disease and the eat-
ing  of raw or partially  cooked shellfish has
been  outlined  in  section C—1.   Prevention  of
the interstate transport- of shellfish  containing
sufficient  numbers of  pathogenic  microorga-
nisms to cause disease is a primary objective of
the National Program.  Therefore,  areas con-
taining dangerous concentrations  of microor-
ganisms of fecal origin, or areas which may be
slightly  contaminated with fresh  fecal dis-
charges, should not be approved as a source of
shellfish for direct marketing.
  7. Closure   of Areas  Due  to   Shellfish
Toxins.—The  State shellfish control  agency
shall regularly collect and assay representative
samples of shellfish from growing areas where
shellfish  toxins  are  likely  to  occur.  If the
paralytic shellfish  poison content  reaches 80
micrograms per 100 grams of the edible portions
of raw shellfish  meat, the area shall be closed
to the taking of the species of shellfish in which
the poison has  been found.13  The harvesting of
shellfish from  such areas shall be controlled in
accord  with the recommendations  of sections
E-l and E-2 of this manual.
  The quarantine shall remain  in  effect until
such time as the State shellfish control agency is
convinced the poison content of the shellfish in-
volved is below the quarantine level.14
  Satisfactory  compliance.—This item  will be
satisfied when—
  a. The State shellfish control agency  collects
and assays  representative samples of shellfish
for the presence  of toxins from each suspected
growing  area  during  the harvesting  season.
(See  section B-2 for assay methods.)
  b. A quarantine is imposed against the, taking
of shellfish when the concentration of paralytic
shellfish poison equals or exceeds 80 micrograms
per  100 grams of the  edible portion  of  raw
shellfish.
  Public-health  explanation.—In  some areas
paralytic poison  is collected  temporarily by bi-
valve shellfish  from  free-swimming, one-celled
marine plants on which these shellfish feed.  The
plants flourish seasonally when water conditions
are favorable.
  Cases  of paralytic poisoning,  including  sev-
eral fatalities,  resulting from poisonous shell-
fish have been  reported from both the Atlantic
and Pacific  coasts.   The minimum quantity of
poison which will cause intoxication in a  sus-
ceptible person is not known.  Epidemiological
investigations  of paralytic shellfish poisoning
in Canada have indicated 200 to 600 micrograms
of poison will produce symptoms in susceptible
  13 This value is based on the results of epidemioloffical in-
vestigations of  outbreaks  of paralytic  shellfish poison  in
Canada in  1954 and 1!),">7 (38) (39).
  11 The provisions of this item apply only to shellfish which
will be marketed as a fresh  or frozen product as properly
controlled heat processing will lednco the poison content of
the shellfish
JUNE 1965
                                                                                             19

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persons and a death has been attributed to the
ingestion of a probable 480 mierograms of poi-
son.  Investigations indicate that lesser amounts
of the poison have no deleterious effects on hu-
mans.   Growing areas should be closed at a
lower toxicity level to provide an adequate mar-
gin of safety  since in many instances toxicity
levels will change rapidly (38)  (39).  It has
also  been shown that the heat treatment af-
forded in ordinary canning processes reduces
the poison content of raw shellfish considerably.
  A  review of literature and research dealing
with the source of the poison,  the  occurrence
and  distribution  of poisonous shellfish,  physi-
ology and toxicology, characteristics of the poi-
son,  and prevention and  control of poisoning
has been prepared (40).
  In Gulf  coast areas, toxicity in shellfish has
been associated (l'£)  (76)  with Red Tide out-
breaks caused by  mass bloomings of the toxic
dinoflagellate,  Gymnodinium   breve.  Toxic
symptons  in  mice suggest  a type of ctguatera
fish poisoning rather than symptoms  of para-
lytic shellfish poisoning.
20
                                                                                    JUNE 1965

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                                        Section  D
        PREPARATION OF  SHELLFISH  FOR  MARKETING
  1. Relaying.—State shellfish control  agen-
cies may approve the intra- or interstate trans-
planting of market shellfish from restricted or
prohibited areas  to approved areas subject to
certain limitations.  All phases of the operation
shall be under the immediate supervision of re-
sponsible State(s)  shellfish control or patrol
agency(s).  A  memorandum of understanding
shall be developed between the agencies respon-
sible for the control of interstate relaying oper-
ations.  (Shellfish may be transplanted from an
approved area  to another like area at any time
without restriction due to sanitary reasons.)
  Satisfactory  compliance.—This item will be
satisfied when—
  a. Shellfish are not relaid from restricted or
prohibited areas to approved  areas  without
written permission of the State shellfish control
agency.
  b. All relaying operations are under the im-
mediate supervision of the State shellfish con-
trol or patrol  agency.  Supervision shall be
such that no polluted shellfish are marketed be-
fore the end of the approved relaying period.
The supervising officer shall be authorized and
equipped to enforce the State regulations on re-
laying; shall actually supervise the harvesting,
transport and  relaying of shellfish; and  shall
patrol the approved area during the period that
shellfish  are undergoing the cleansing process.
However, continuous supervision will  not be,
necessary if relaying operations are carried out
during a period when shellfish may not be mar-
keted.   A continuous record of  water temper-
ature, salinity,  and  any other critical variables
must be  maintained when it is known that the
limiting  values may be approached and when
the minimum relaying periods are being  used.
  c. State permission to relay shellfish is given
only to responsible persons; responsibility to be
determined by  the  past record  of the  permit
applicant.
  d. Relaid shellfish are held in  the approved
area for a period of time sufficient to allow them
to  cleanse themselves  of  polluting  bacteria.
(The time required for purification will be de-
termined by water temperature, salinity, initial
bacteriological quality and species of shellfish.)
  e.  Eelaid shellfish are not harvested without
written permission from the State shellfish con-
trol agency.
  f.  Areas designated for relaid shellfish are so
located and  marked that  they may be  readily
identified by the harvesters and so that shellfish
in any adjacent  approved area will not  be con-
taminated.  (This requirement applies  only to
relaying  during the harvesting season.)
  g.  Shellfish are not relayed intra or interstate
from restricted or prohibited areas to approved.
areas without written permission of the State (s)
shellfish  control  agency (s).    (If shellfish are
relayed interstate, a memorandum of agreement
shall be devloped outlining the control measures
to be used.)
  Public-health  explanation.—Shellfish  trans-
planted from a polluted to a clean environment
will cleanse themselves of the polluting bacteria
or viruses. This is a natural phenomenon re-
sulting from  the shellfish  feeding processes.
Bacteria  or viruses in the body and shell cavity
of the  shellfish at the time of transplanting are
either  used as food  or are ejected in feces or
pseudofeces.
  The  length of  time required for this cleansing
process is influenced by many factors including
original  level of pollution, water temperature,
presence  of chemicals inhibitory to physiologi-
cal activity of the shellfish,  salinity, and vary-
ing capabilities of the individual animals. Ad-
vice  on  limiting  water  temperatures,  either
maxmum or minimum, should be obtained from
local marine biologists.
  Investigations by marine biologists have con-
firmed that the  psysiological activities of the
Eastern  oyster  (Cratwostren virginwa)  is re-
duced when the water temperature falls below a
certain value.  It has been  found that the pump-
ing rate  of Eastern oysters is reduced at water
temperatures below 50°  F., and that most ani-
mals stop pumping at a  water temperature of
about  41° F.   However,  a  few oysters show
slight activity at temperatures approaching 32°
F. (4-t] (4%) •   This phenomenon was first noted
by shellfish bacteriologists who found that East-
JUNE 1965
                                          21

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ern oysters harvested from polluted areas dur-
ing cold weather had coliform  contents com-
parable with  those of oysters harvested from
clean areas during warmer weather  (43)  (44)
(45).
  Gibbard et al.  (46)  investigating tempera-
ture-induced hibernation was unable to demon-
strate coliforms in Eastern oysters within a few
days after the water temperatures dropped to
32° F.  The rapidity with which hibernating
oysters become active when the water tempera-
ture rises above  the  threshold value was dis-
cussed by Wachter (47) in 1925 and was demon-
strated  by Gibbard  et  al.  (46).  The latter
investigator found that contamination accom-
panying a sudden two degree increase in water
temperature from 41° to 43° F. was reflected in
the oysters in one day.
  Relaying operations must be carefully super-
vised by an official State agency since the shell-
fish may  contain pathogenic microorganisms.
Control must apply to all phases of the opera-
tion including initial harvesting, transportation,
replanting, purification period, and final  har-
vesting for marketing  if the relaying area is
adjacent to a restricted area or to an area con-
taining relaid shellfish  which have not been
released for harvesting.
  2.  Controlled  Purification.—Shellfish from
restricted or prohibited areas may be marketed
after effective controlled purification.  Purifica-
tion shall be permitted only under the immedi-
ate supervision of the State shellfish  control
agency.  Water used for purification shall be of
high bacteriological quality and its physical and
chemical properties shall be favorable to maxi-
mum physiological activity  of  the shellfish.
Stringent  precautions  shall be  taken  by  the
State shellfish control  agency to insure  that
shellfish harvested from restricted or prohibited
areas are actually submitted to an effective pur-
ification process before marketing.
  Purification of shellfish from prohibited areas
shall not be approved by the State unless relay-
ing is not practical for biological reasons, and
no public-health hazard will result from the use
of such shellfish.
  Satisfactory compliance.—This item  will be
satisfied when:
  a.  The controlled purification system, includ-
ing water treatment, has been demonstrated to
be consistently effective for the species of shell-
fish  being purified.  Purification may be  ac-
complished in either a natural body of water or
in tanks.  (In determining the effectiveness of
the process at least the following factors shall be
investigated: Water temperature, silt or turbid-
ity, dissolved oxygen, presence of chemicals, and
time required for purification.)   The bacteri-
ological quality of the purified shellfish shall be
at least equal to shellfish  of the same species
harvested from local approved areas.
  b.  A purification plant operating procedure
is developed  and copies are supplied to  the
Public Health Service.
  c.  Water  used for purification  is obtained
from an area meeting the physical and bacterio-
logical requirements  of  an approved growing
area, or in the case of treated water the bacter-
iological limits  of the  Public Health Service
Drinking Water Standards  (48)  are met.  If
water is to be treated, it  shall be obtained from
an area meeting at least the sanitary require-
ments for a restricted area.
  d.  Water  used for purification has chemical
and  physical characteristics conducive to max-
imum  physiological  activity of the shellfish.
(Consideration shall be given to the following:
Presence of chemicals, turbidity, temperature,
salinity and dissolved oxygen, and to the ade-
quacy of the facilities of the operating agency
for measuring these characteristics.)
  e.  Shellfish are freed  of contamination and
foreign  material adhering to  shells  before
purification.
  f.  Shellfish are  culled  before  and  after
purification.
  g.  Purification plant  operation is under  the
administrative control of the State shellfish con-
trol  agency.  Purification plants may be oper-
ated by agencies other than the State; however,
insofar  as the  National Shellfish  Sanitation
Program is  concerned, the State is responsible
for satisfactory  operation.
  h.  Laboratory control is maintained over the
purification operation.   Controls shall include
at least the following: Daily or tidal-cycle bac-
teriological quality of water; final bacteriolog-
ical  quality for each lot of shellfish purified;
and, when they are critical  factors, hourly or
continuous salinity  determinations and tidal-
cycle turbidity determinations.
22
                               JANUARY 1959

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  i. The plant operator possesses a satisfactory
knowledge of the principles of water treatment
and bacteriology.
  j. Animals, rodents,  and unauthorized per-
sons are excluded from the plant.
  k. Plant employees  fulfill the qualifications
for a shucker as described in section B-28, part
II of this manual.
  1. The State has an effective system for  as-
suring that shellfish harvested from restricted
areas will be submitted to purification before
marketing.   Shellfish  harvesting from  pro-
hibited areas for controlled purification  shall
be under the immediate supervision of the State.
  m. Shellfish  from prohibited  areas are not
subjected to purification unless the State shell-
fish control agency can show tnat relaying or
depletion is not biologically feasible; and that
no  public-health hazard  will result  from the
use of such shellfish.
  Public-health  explanation.—The  ability  of
shellfish to purify themselves in clean water
was discovered  early in the 190()'s.  The bio-
logical  process  is reasonably  well understood
and is described by  Arcisz and Kelly (26) as
follows:
  "Purification is a mechanical process effected
by the physiological functioning of the shellfish
in clean water.   When shellfish are feeding, the
gills act as a filter  to  strain out some of the
material that may be brought in by the water
which  passes through them. If this water con-
tains sewage, some of the microorganisms in it
are entrapped in the mucus on the body of the
shellfish and transferred to the alimentary tract.
Some of these are perhaps utilized as food (49)
and the others discharged from the body in the
form of feces and pseudofeces. When shellfish
from polluted water are placed in clean water,
the sewage bacteria are  eliminated from the
shellfish, and, since no more are ingested, puri-
fication is accomplished."
  The purification process has been investigated
extensively in England and to a lesser extent in
the United States  and Canada  (50)  (51)  (52).
The technique is reliable if proper methods are
used,  and insofar  as is known, is applicable to
all commercial species of shellfish.
  Many of the earlier investigators suggested
that purification be accomplished in tanks using
water which  had been subjected to  a treatment
process  (52).  The analogy7  with water treat-
ment  was carried  to the point of recommend-
ing a chlorine residual in the purification tanks.
However, fishery  biologists  have shown that
shellfish pumping  is decreased or inhibited by
even  small quantities of chlorine  (53)  (54).
The inhibitory effect of  chlorinated-dechlori-
nated water on activity of Eastern oysters has
been noted by the  Public Health Service Shell-
fish Sanitation Laboratory.
  Since purification depends upon the pump-
ing rate  of the shellfish, it is important that
the water be  free of chemicals or physical char-
acteristics which might interfere with this ac-
tivity. P^or example, silt or  dissolved organic
substances may influence the  pumping rates of
shellfish (JJ) (56).  The relationship of water
temperature  to pumping  rates has been  men-
tioned previously.
  Shellfish purification facilities have gener-
ally been  considered  to include holding tanks
and water treatment facilities (57)  (08) ;  how-
ever,  investigations  in  Canada and England
have demonstrated that purification can be ac-
complished with relatively simple installations
if the operation is supervised properly  (59)
(50) (60) (61). Accordingly, any purification
process of proven  effectiveness will  be accepted
by the national program.
  Administrative  control  of  the purification
process is necessary to insure that shellfish are
properly washed and culled, are held for the
required length of time, and  that the purifica-
tion water supply is properly controlled.
JANUARY 1959
                                                                                           23

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                                        Section  E
       CONTROL  OF HARVESTING  FROM  CLOSED  AREAS
  1. Identification of  Closed Areas.—Shell-
fish harvesters shall be  notified  by direct no-
tice and warning signs of areas  closed to har-
vesting.  Closed  areas  shall be  so marked or
described that they may be easily  recognized
by the harvesters.  The measures necessary to
accomplish  delineation  and  notification  Avill
vary  with the structure of the  local shellfish
industry and with the  legal requirements of
each State.
  Satisfactory compliance.—This item will be
satisfied when:
  a. The boundaries of the  closed  areas are
marked by fixed objects or landmarks in a man-
ner which permits successful prosecution of any
violations of the closed areas.
  b. Shellfish harvesters are notified of the lo-
cation of closed areas by publication  or direct,
notification  (such as registered  mail) and/or
warning signs posted at points of access to each
closed area.   The method of notification and
identification should permit the successful pros-
ecution of persons harvesting shellfish from the
closed areas.  (The limiting of shellfish har-
vesting permits to specific areas is an alterna-
tive to posting or notification.   Where such  a
system is used, posting will be required only for
closed areas which contain market shellfish.)
  Public-health  explanation.—Previous  sec-
tions of this manual have described the public-
health reasons for limiting shellfish harvesting
to  areas free  of  contamination and shellfish
toxins.  Methods  have been described for the
evaluation  and  classification of  such areas.
However, classification is not effective unless the
State can prevent illegf 1 harvesting of shellfish
for direct marketing from these  closed areas.
  For the most part, control of illegal harvest-
ing depends upon the police activities as  de-
scribed in section E-2.   However, adequate de-
lineation of  the closed areas is fundamental  to
effective patrol.
  The type  of area  identification will be  de-
termined by the structure of  the local shellfish
industry.  Posting  a  warning  sign  is one
method of informing shellfish harvesters that
an  area is closed  to the taking of shellfish for
public-health  reasons.  However, if the local
shellfish  industry is highly  organized, with
shellfish being harvested by only a few  opera-
tors, identification may  be accomplished  by of-
ficially informing the harvesters that  certain
areas are closed to the taking of shellfish.  It is
recommended  that the advice of the Slate's legal
counsel be obtained  to  insure  that  the  mark-
ing of closed areas and notifications to shellfish
harvesters are such that illegal  harvesting can
be prosecuted  successfully.
  2. Prevention   of  Illegal  Harvesting of
Shellfish  From Closed Areas.—Closed grow-
ing areas  shall be patrolled by  a State agency
to prevent illegal harvesting.  The patrol force
shall be so equipped  that its officers will be able
to  apprehend persons  taking  shellfish  from
closed areas.
  Satisfactory compliance,.—This item will be
satisfied when—
  a. There  is no evidence that shellfish  are
being harvested  from closed  areas except by
special permit as required  to  meet local  con-
ditions.
  b. Closed shellfish growing  areas  are  pa-
trolled by  representatives of an official agency,
due consideration being given to night, week-
end and holiday patrols.  (States may delegate
patrol activities  to  local organizations; how-
ever, responsibility for effective control will re-
main with the State insofar as the National
Program  is concerned.
  c. Patrol forces are  so  equipped that  per-
sons  observed in  closed areas  may be  appre-
hended.
  d.  Complete records  of patrol activities, in-
cluding violations and court actions, are main-
tained in  the. central oflice of the State shellfish
control or  patrol  agency.  It will be the respon-
sibility of the State to  include  local patrol ac-
tivities in  fhi-:-.1 records.  (See  section  A, sub-
section 2(e) regarding monthly summaries of
patrol activities.)
  Public-health explanation.—The primary ob-
jective of the National Program is to insure that
shellfish  will  be  harvested only  from areas
which are free of dangerous concentrations of
 24
                                   JUNE 1965

-------
pathogenic   microorganisms,   industrial  or
radioactive wastes, pesticides or shellfish toxins.
  Growing areas  may be classified as to their
public-health suitability for shellfish harvesting
on the basis of information obtained by sanitary
and  toxicological  surveys.   However, if local
shellfish harvesters are not convinced of the need
for restrictions, shellfish may be harvested sur-
reptitiously from the closed areas.  Thus, patrol
failure may nullify the public-health safeguards
resulting from sanitary survey activities.
  The fact that law prohibits the removal of
shellfish from certain areas will deter most per-
sons from attempting to harvest such shellfish
provided they are aware of the law and of the
areas which are closed.  However, local public
opinion may  not  support  the need for such
closures.  In such cases  favorable opinion can
probably be developed only  through  an educa-
tional program or a locally demonstrated need
such  as an epidemic or outbreak of paralytic
shellfish poisoning.   There is  also a minority
element not concerned with the welfare of their
customers and who, through ignorance or pur-
pose, will attempt  to circumvent the harvesting
restrictions.
  Patrols must, therefore, be  directed against
three classes of individuals;  i.e., those who are
ignorant of the law, those who believe the law
is unjust or unreasonable, and those  who have
no regard for the law.
  Several mechanisms for improving the effec-
tiveness of patrols  include educational programs
to acquaint shellfish harvesters with the public-
health reasons  for the closures, elimination of
the  "temptation  element"  by depletion,  and
relaying or purification.  Apprehension, prose-
cution, and punishment  of violators  is a final
resort.
  The type of patrol organization needed for
any particular situation cannot be specified and
is determined by the nature of areas to be pa-
trolled, means of access, methods of harvesting,
and  species.  Patrol equipment should be such
that the officers can apprehend  persons harvest-
ing shellfish in a closed area.  Necessary equip-
ment might include patrol boats capable of op-
erating  in open  waters;  small,  high-speed,
readily  transportable boats, or patrol  auto-
mobiles.  In many  instances, two-way radio will
be  helpful  in coordinating  patrol  activities.
Radar surveillance  systems might  also  be of
assistance, particularly during foggy weather
or at night.
  Organization of the patrol activity must take
into consideration the need for night, weekend,
holiday,  and surprise patrols.  Either nuisance
or continual patrol may be used depending on
the nature of the area to be patrolled and the
type of industry.
  The adequacy  of  State  laws as a basis for
prosecution is an important component of this
activity.   Shellfish patrol will probably be in-
effective  if State laws are so  written or  inter-
preted that  violators cannot be successfully
prosecuted, or if penalties are so small that they
are economically unimportant.  The latter point
may be important in an area where local public
opinion  does not support the  need for  the
restriction.
  3. Depletion of  Closed Areas.—The  State
shellfish  control or patrol  agency shall  super-
vise all depletion operations.   All market-size
shellfish  and as many of the smaller size as can
be gathered by reasonable methods shall be re-
moved in the initial depletion operation.  De-
pletion of each area shall be carried out at inter-
vals to prevent the development of market-sized
shellfish.
  Satisfactory compliance.—This item will be
satisfied  when—
  a. The State shellfish control or patrol agency
exercises direct supervision over each depletion
project including patrol of the area in which the
shellfish  are relaid.  (See section D-l.)
  b. All  market  shellfish and as many of the
smaller size shellfish  as can  be gathered by
reasonable methods are removed in the depletion
operation.
  c. Similar supervised depletion  operations
are carried out at intervals to prevent develop-
ment  of  market-sized shellfish  in   quantities
which would  make  commercial   harvesting
economically practicable in the depleted areas.
  Public-health  explanation.—Complete  re-
moval of shellfish from polluted to clean areas
under appropriate precautions is the best safe-
guard against contaminated shellfish reaching
the market.  In  some cases depletion may  be
more  economical  and  effective than  patrol  of
closed areas.
JUNE 1965
                                          25

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                                    Appendix A

   BACTERIOLOGICAL  CRITERIA  FOR SHUCKED OYSTERS
               AT  THE  WHOLESALE  MARKET LEVEL
  The development of satisfactory bacteriolog-
ical criteria for interstate shipments of oysters
as received at the wholesale market Iqvel has
been under consideration since 1950.  At that
time the Canadian Department of National
Health and Welfare pointed out that most of
the U.S.-shucked Eastern oysters sold in Canada
had high coliform MPN's, high standard plate
counts, or both  (2).  The Canadian experience
with market  standards  for oysters was dis-
cussed at the 1956 National Shellfish Sanitation
Workshop (2)  and  the Workshop adopted on
an interim basis the following bacteriological
standard for shucked Eastern oysters  at the
wholesale market level:
  "Class  /, Acceptable:  Shucked oysters with
a Most Probable Number (MPN) of coliform
bacteria of not more than 16,000 per 100 ml.,
and/or a Standard  Plate  Count of not more
than 50,000 per ml.
  "Class £, Acceptable on Condition: Shucked
oysters  with  a coliform MPN  greater than
16,000 per 100 ml., but  less than 160,000 per ml.,
and/or a Standard  Plate Count greater than
50,000 per ml.,  but less than 1 million per ml.
(The oysters  will be accepted on  the condition
that the  shellfish sanitation authority  in the
originating State will  make immediate investi-
gation  of the producer's plant and operations
and will submit a report of such investigations
to the control agency in the market area.  On
the basis of this report the control agency in the
market will reject or permit further shipments
from the producer in question.)
  "Clas® 3, Rejectable: Shucked oysters with
a coliform MPN of 160,000 or more per 100
ml., and/or a Standard Plate Count of 1 million
or more per ml."
  In establishing the above interim standards,
the 1956 Workshop recognized the limitations of
the coliform group as an index of quality in that
it failed to reveal whether the shellfish had been
harvested from polluted areas or had been  ex-
posed to  contamination  during handling and
processing  subsequent  to  removal  from  the
water.  A recommendation was made that  in-
vestigations be conducted to evaluate the signif-
icance  of  other bacterial indices.  The  fecal
coliform group was suggested as a possible sub-
stitute for the coliform indices.
  In partial fulfillment of  this suggestion, a
report on an interstate cooperative study to eval-
uate bacteriological criteria for market oysters
was presented  at the 1958 Shellfish Sanitation
Workshop  (3).  A feature of this report was
the development and evaluation of a method  for
the estimation  of fecal coliform organisms fol-
lowing a  procedure originally developed  by
Hajna and Perry (77).  Gross increases in coli-
form organisms were observed during normal
acceptable commercial practices.  The magni-
tude of changes in coliform organisms was of
the same order as those observed in plate counts.
The results clearly demonstrated the inadequacy
of the coliform group as an indicator of the sani-
tary quality of shellfish.  It was further con-
cluded that the plate count was of equal signif-
icance  in  revealing chance contamination  or
violations of acceptable storage time and tem-
perature.  On  the other hand, the results of  the
examinations for  fecal coliform organisms  re-
vealed a much  higher degree of stability as  the
shellfish proceeded through commercial chan-
nels and thus suggested the greater suitability
of this parameter as an index of sanitary quality
at the wholesale market level.  After due con-
sideration  of the report, the 1958 Workshop
changed the interim bacteriological standard
26
                                 JUNE 1965

-------
for  fresh  and  frozen shucked  oysters  at the
wholesale market level to the following:
     Satisfactory.^  E. coli density of not more
  than 78 MPN per 100 ml. of samples as indi-
  cated by production of gas in  E. C. liquid
  broth  media nor  more  than  100,000 total
  bacteria per ml. on agar at 35° C. will be ac-
  ceptable without question.  An E. coli content
  of 79 to 230 MPN  per 100 ml. of sample or a
  total bacteria count of 100,000 to 500,000 per
  ml. will be acceptable in occasional samples.
  If these concentrations are found in two suc-
  cessive  samples from the same packer or re-
  packer, the State regulatory authority at the
  source will be requested  to supply informa-
  tion to  the receiving  State concerning the
  status of operation of this packer or repacker.
     Unsatisfactory.'15  E. coli content of more
  than 230  MPN per 100 ml. of  sample  or
  a  total  bacteria count  of more  than 500,000
  per  ml.  will constitute  an  unsatisfactory
  sample  and may be subject to rejection by the
  State shellfish regulatory authority.  Future
  shipments to receiving markets by the shipper
  concerned  will  depend   upon  satisfactory
  operational reports by the shellfish regulatory
  authorities at the point of origin.
     In adopting the above standards, the  1958
  Workshop recommended that the cooperative
  studies  conducted  by city and State labora-
  tories  and the Public  Health  Service  be
  continued.
  The 1961 Workshop reviewed still more  data
collected  by the collaborating agencies  during
the 1958-61 period (67) and after considerable
deliberation agreed to continued use of  the in-
terim  bacteriological standards arrived at by
the 1958 Workshop.
  The 1964 Workhop considered  all bacteri-
ological data available up  to that time (Nov.
17-19), including data relative to Crassostrea
gigas,  and adopted the following standards on
a permanent basis, versus the previous interim
basis, as being applicable to all species of fresh
and  frozen  oysters  at  the wholesale  market
level, provided they can be identified as having
been produced under the general sanitary con-
trols  of  the  National  Shellfish  Sanitation
Program.™
  Satisfactory.  Fecal  coliform  density1?  of
not more than 230 MPN per 100 grams and 35°
C. plate count1S of not more  than 500,000 per
gram will be acceptable without question.
  Conditional.  Fecal coliform density of more
than  230 MPN per  100  grams and/or  35°  C.
plate count of more than 500,000 per gram will
constitute  a  conditional sample  and may  be
subject  to rejection by the State shellfish regu-
latory authority.   If these concentrations are
found in two successive samples from the same
shipper, the  State  regulatory  authority at the
source will be requested to supply information
to the receiving State concerning  the status  of
operation of this shipper.  Future shipments to
receiving markets by the shipper concerned will
depend upon satisfactory  operational  reports
by  the  shellfish  regulatory authorities  at the
point of origin.
  In  establishing   the  above  bacteriological
standards the 1964 Workshop took  cognizance
of the fact that no known health hazard was
involved  in   consuming  oysters  meeting the
standard; that oysters produced  in the Gulf
Coast States with  warmer  growing  waters,
could meet the standard if harvested, processed,
and distributed according to the National Shell-
fish Sanitation Program requirements, and that
the oysters harvested were from "approved"
growing areas complying with  the standards for
growing areas established in part I of the PHS
Publication No. 33.
  16 E. coli was defined as coliforms which will produce gas
from  E. C. medium within 48 hours at 44.5" C. in a water
bath will be referred to as fecal coliforms.
  16 The standards are not  considered meaningful  in the
absence of such information.
  17 Fecal coliform organisms are  those which, on transfer
to  E C. medium from gas positive presumptive broth tubes
show production of gas after incubation in a water bath at
44.5°  C. ±0.2° C. for 24 hours.  Where air  incubation is
at  455° C. ±02° C.  comparative tests must be made to
determine comparable time of incubation.
  18 Plate count is the  number of bacteria determined by the
"Standard Tlate Count: procedure for shellfish described in
the APHA Recommended Procedures for the Bacteriological
Examination of Sea Water and  Shellfish."
JUNE 1965
                                           27

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   ing 1963, Reproduced by the Marine Laboratory of
   the Florida Board of Conservation, St. Petersburg,
   Florida, May 1964.
77. Hajna, A. A., and Perry, C. A., 1954, Comparative
   Study of Presumptive and Confirmatory Media for
   Bacteria  of the Coliform  Group  and  for Fecal
   Streptococci, American Journal of Public Health,
   33, 550-556.
78. Mitchell, J. R., Presnell, M. W., Akin, E. W., Cum-
   mins,  J. M., and Liu,  O. C.: Accumulation and
   Elimination of Poliovirus by the  Eastern Oyster,
   manuscript in preparation.
 30
                                                                                                 JUNE 1965

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                                                  INDEX
Approved areas:                                 Fage
     bacteriological quality	     13
     classification	     12
     definition	     13
     industrial wastes	     13
     radioactive materials	     15
     relationship to sewage treatment	     15
     sanitary survey	     11
Bacteriological:
     content of hibernating shellfish	     21
     control of purification	     22
     die out	  11, 17
     examination of growing water	     11
     frequency of water sampling	     11
     most probable numbers	   3, 11
     procedures	      9
     quality of shucked market oysters	26, 27
     relationship of sewage treatment to water
       quality	  16, 17
     shellfish-water relationship	     15
Certificates, shipper	      7
Ciguatera poison	   9, 20
Classification of growing areas	     12
Coliform  group, definitions	      3
Conditionally approved areas-
     boundary marketing	  16, 17
     definition	     15
     discussion	 15, 16, 17, 18
     establishment of performance standards	     17
     in harbors	     16
     near  resort  areas	  15, 16
     performance standards	     16
     records	  16, 17
     relationship to river discharge	     17
     safety zones	  16, 18
     water quality requirements	     15
Controlled purification:
     administrative control	  22, 23
     definition	      3
     discussion	  22, 23
     laboratory control	     22
     use of shellfish from restricted or prohibited
       areas	     22
     water quality required	     22
Cooperative program:
     application to growing areas	.      6
     application to handlers	      6
     application to harvesters	      6
     definition	      3
     history	      1
Closed areas:
     depletion of	     25
     marking of  boundaries	     24
     notification to harvesters	 _     24
     use of shellfish	     24
Definitions	      3
Depletion of closed areas	     25
Die-out of bacteria		11,17
Disease from shellfish	 10,  13, 19
Growing areas, definitions	      3
Hibernation of shellfish	     21
Industrial wastes:
     in approved areas	  	     13
     in prohibited areas	     19
     in restricted areas	     18
                                                 Page
Identification of growing areas	     10
Infectious hepatitis from shellfish	     13
Intras ate sale of shellfish	      8
Laboratory:
    bacteriological procedures	      9
    chemical and physical procedures	      9
    control of purification	     22
    lexicological procedures	      9
Laws and regulations:
    classification of growing areas	      5
    control of illegal harvesting	      5
    general requirements	      5
    harvesting permits	      5
    relationship to patrol	     24
Most probable number—see bacteriological
Paralytic shellfish poison:
    closure of areas	     19
    collection  and assay of samples	     19
    discussion	     19
    in approved areas	  .     13
    laboratory examination for	      9
    quarantine level	 	     19
Patrol:
    equipment required	 24, 25
    frequency	     25
Need:
    shellfish for purification	 22,23
    records	     22
    relationship to State laws	  	     22
    relaying	     21
Prohibited areas:
    bacteriological quality	 	  _.     19
    depletion of	 	-     25
    establishment of	-	  _     19
    identification and marking  	  _       24
    patrol of	 	 24, 25
    radioactive materials in	     19
    use of shellfish from	 19, 20, 24
Radioactive materials:
    in growing areas	 13, 15
    in shellfish	     15
    maximum permissible concentrations	     15
Records:
    court actions	   5, 24
    operation of conditionally approved areas__     15
    patrol activities		  5,24
    plant inspection	      6
    purification plant operation	 22, 23
    relaying	  .  	 21,22
    sanitary surveys	  6, 10
Relaying:
    from restricted or prohibited areas	     21
    marking   and  identification  of  relaying
      areas	     21
    permission for	     21
    supervision of	     21
Repackers:
    inspection	  	      7
    records of inspection	 _      7
    requirements for certification	      6
    sanitary rating	      6
                                                                                                             31

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Restricted areas:                                 Page
    bacteriological quality of	     18
    depletion of	     25
    establishm entof	     18
    fecal contamination of	     18
    patrol of	     24
    radioactive materials in	     18
    use of shellfish from	  	... 18,21,25
Sanitary surveys:
    content of	     10
    definition	      3
    frequency required	  	 10,12
    purpose	  	.-_     11
    records	   6, 10
    sewage treatment evaluation	. _. _  15, 16, 17, 18
Self-purification of shellfish	  	     21
Sewage treatment:
    instrumentation and records	 17, 18
    performance standards for	 16, 17
    records of	     16
    relationship to approved areas	     15
Sewage treatment—Continued                    Page
    relationship to bacteriological sampling . _.     15
    special equipment requirements	     18
    storm sewers	     18
Shellfish shipper certificates:
    control	_.  	  	    .   _      6
    expiration date . _ _.	  	 .         7
    requirements for	  	      7
Shellfish slipper list___  	  .--    _._      7
Shell stock shippers:
    inspection	  	  	   __          7
    records of inspection	 	 -   .      7
    requirements for certification_   	   .          6
Shucker-packers:
    inspection	  _  	      	  	  	      7
    records of inspection	      7
    requirements for certification	  _    _ 	      7
    sanitary rating		 	  	   __       6,8
Transplanting	     _  _          . -         3
Typhoid fever—see Disease.
Wet storage	. .. .  ..   -  	     13
                                                                    US GOVERNMENT PRINTING OFFICE 1965  O—784-95S
 32

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            DEPARTMENT OF HEALTH, EDUCATION, AND  WELFARE
                                  Public Health Service

                                  REGIONAL  OFFICES
REGION I—Connecticut, Maine, Massachusetts,
  New Hampshire, Rhode Island, Vermont
120 Boylston Street
Boston, Mass., 02116

REGION II—Delaware, New Jersey, New York,
  Pennsylvania
Room 1200, 42 Broadway
New York, N.Y., 10004

REGION III—District of Columbia, Kentucky,
  Maryland, North Carolina,  Virginia, West
  Virginia, Puerto  Rico, Virgin Islands
700 East Jefferson Street
Charlottesville, Va., 22901

REGION IV—Alabama, Florida, Georgia Missis-
  sippi, South Carolina, Tennessee
Room 404
50 Seventh Street NE.
Atlanta, Ga., 30323

REGION V—Illinois, Indiana, Michigan, Ohio,
  Wisconsin
Room 712
New Post Office Building
433 West Van Buren Street
Chicago, 111., 60607
REGION  VI—Iowa,  Kansas,  Minnesota, Mis-
  souri, Nebraska, North Dakota, South Dakota
560 Westport Road
Kansas City, Mo., 64111

REGION VII—Arkansas, Louisiana, New Mex-
  ico, Oklahoma, Texas
Ninth Floor
1114 Commerce Street
Dallas, Tex.,  75222

REGION   VIII—Colorado,  Idaho,  Montana,
  Utah, Wyoming
DEEFP-PHS-DHEW
Room 9017
Federal Office Building
19th and Stout Street
Denver, Colo., 80202

REGION IX—Alaska, Arizona, California, Ha-
  waii, Nevada, Oregon, Washington, Guam,
  American Samoa
Federal Office Building
50 Fulton Street
San Francisco, Calif., 94102

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                APPENDIX B
Odor Evaluation Test Procedures and Results

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         OPTIONAL FORM NO. 10
         MAY 1942 EDITION
         OSAFPMK (41 CfW 101-11.4
            FEDERAL WATER QUALITY ADMINISTRATION
            5555 Ridge Avenue, Cincinnati, Ohio  45213
         UNITED STATES GOVERNMENT
         Memorandum
TO
                                                           DATE:   November 20,  1970
FROM
SUBJECT:
                                ODOR EVALUATION  REPORT
         Product

         Submitted by


         Dates Tested

         Panel


         Samples

         Procedure
         Results
Oysters and Water from Calves ton Bay

John G. Connor,  Division of  Field  Investigations--
Denver Center

November 16 and  17,  1970

4 experienced judges;  2 inexperienced judges;
6 judgments per  sample

Controls (Ref.)  and  samples  1,  2,  3, 4a, 5, 6, 7

The live oysters were  thoroughly scrubbed, individually
wrapped in aluminum  foil,  and baked at 450  until the
shells opened (approximately 45 minutes).  One reference
oyster and one sample  oyster were  submitted to each
panelist.  The judges  were asked to score the degree of
odor from each sample  on a seven point scale—from 7,
no odor, to 1, very  extreme  odor.* The  raw oysters were
evaluated by placing the meat from three oysters in screw
top jars.  The judges  were given two jars--one contain-
ing a reference  and  the other containing sample oysters.
The odor was scored  on the same 1  to 7 point scale.

The threshold odor on  the water samples was determined
by the method prescribed in  the 12th edition of "Standard
Methods for the  Examination  of Waters and Waste Waters."

The results from the oyster  odor evaluation were analyzed
by the Chi-square test.  A linear  regression was performed
on the results from  the water and  the oyster samples to
determine the relationship between the odor of the Calves ton
Bay water samples and  the odor  of  the oysters„
         *  Score sheet appended.
                  Buy U.S. Savings Bonds Regularly on the Payroll Savings Plan

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         OPTIONAL FOKM NO. 10
         MAY 1962 COITION
         OSA FPMK Ml CFHI 101-11.6
            FEDERAL WATER  QUALITY ADMINISTRATION
            5555 Ridge  Avenue, Cincinnati, Ohio  45213
         UNITED STATES GOVERNMENT
         Memorandum
TO
                                                           DATE:   November 20,  1970
FROM
SUBJECT:
                                ODOR EVALUATION REPORT
         Product

         Submitted by


         Dates Tested

         Panel


         Samples

         Procedure
         Results
Oysters and Water from Calves ton Bay

John G. Connor,  Division of  Field  Investigations--
Denver Center

November 16 and 17,  1970

4 experienced judges;  2 inexperienced judges;
6 judgments per sample

Controls (Ref.)  and  samples  1,  2,  3, 4a, 5, 6, 7

The live oysters were  thoroughly scrubbed, individually
wrapped in aluminum  foil,  and baked at 450  until the
shells opened (approximately 45 minutes).  One reference
oyster and one sample  oyster were  submitted to each
panelist.  The judges  were asked to score the degree of
odor from each sample  on a seven point scale—from 7,
no odor, to 1, very  extreme  odor.* The  raw oysters were
evaluated by placing the meat from three oysters in screw
top jars.  The judges  were given two jars--one contain-
ing a reference and  the other containing sample oysters.
The odor was scored  on the same 1  to 7 point scale.

The threshold odor on  the water samples was determined
by the method prescribed in  the 12th edition of "Standard
Methods for the Examination  of  Waters and Waste Waters."

The results from the oyster  odor evaluation were analyzed
by the Chi-square test.  A linear  regression was performed
on the results from  the water and  the oyster samples to
determine the relationship between the odor of the Galveston
Bay water samples and  the odor  of  the oysters„
         *  Score sheet appended,
                  Buy U.S. Savings Bonds Regularly on the Payroll Savings Plan

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In the raw oyster test, the reference and sample 1
received similar scores as would be expected in that
the reference samples were drawn from sample 1.  All
the remaining samples scored significantly lower
(005) than the reference sample.  Samples from sta-
tions 2 and 4a were given the lowest rating  (very
strong odor).  The samples from station 2 were
characterized by some of the panelists as having a
petroleum odor, while the samples from station 4a
had a sewage odor.  The samples from stations 3, 5,
and 6 had strong odors, while the sample from station
7 received a rating almost the same as that given to
the reference and the samples from station 1.

The results from the roasted oyster odor test indicate
the same pattern of off-odor.  The testing of the
roasted oysters was limited to stations 3, 5, 7,
and a reference from station 1 because of the extreme
odors being emitted from the oyster shells.

The results from the water odor tests indicate that
the water from station 1 had the lowest threshold
odor.  The samples from stations 3 and 4a received
the highest threshold odor values.  The linear re-
gression between the odor evaluations of the raw
oysters and the water samples indicates that there
is no correlation between the two.  Upon examination
of the water odor results, it was found that station 2
received a very low threshold odor value.  If the re-
sults from station 2 are eliminated, a very high
correlation (.9) exists between the odor of the water
and the odor of the oysters obtained from the same
stations in Calves ton Bay.  The validity of the water
sample from station 2 should be investigated as it
might have been influenced by abnormal hydrological
conditions.

In conclusion, only the oysters from station 1 did not
have a strong off-odor.  The strong odor of the oysters
from stations 2, 3, and 4a would lower their palatability,
thus reducing the marketability of these shellfish.

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                      ODOR EVALUATION DATA
               1
               2
               3
               4
               5
               6
             Total

           Average

        Chi-square

Probability of the
distribution being
less than x
tical

S amp 1 e
Ref .

4.0
4.5
5.0
6.0
4.0
5.0
28.5
4.8
1

5.0
4.5
6.0
6.0
4.0
4.0
29.5
4.9
2

4.0
3.5
4.5
2.0
2.0
2.0
18.5
3.1
3
RAW
2.0
1.5
4.5
5.0
4.0
6.0
23.0
3.8
4a
OYSTERS
4.0
2.0
5.0
2.0
2.0
2.5
17.5
2.9
5

4.0
1.5
4.5
5.0
4.0
5.0
24.0
4.0
6

4.0
2.5
6.0
7.0
2.0
2.5
24.0
4.0
7

5.0
4.0
6.0
4.0
5.0
3.0
27.0
4.5
statis-
                             0.65   5.7    3.4    6.3     2.2    3.5     2.2

                             0.014  0.67   0.36   0.72   0.18   0.37    0.18
                                   Petro-
                                   leum
Sewage
                                        ROASTED OYSTERS
1
2
3
4
5
6
Total
Average
Chi-square
.ity of the
6.0
5.0
5.0
4.0
7.0
6.0
33.0
5.5


5.0
4.0
5.0
4.0
4.0
1.0
23.0
3.8
5.8
0.67
5.0
4.0
3.0
6.0
5.0
4.0
27.0
4.5
3.4
0.36
6.0
5.0
5.0
6.0
4.0
6.0
32.0
5.3
2.2
0.19
distribution being
less than x^ statis-
tical
Geometric mean of
threshold odor
values
                                         WATER SAMPLES

                                          32     32     18
              23
                                                         11
                               B-3

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DIVISION OF FIELD INVESTIGATIONS


           CINCINNATI
Name


Date
Sample
Type of Odor_
                         Odor
                      None
                      Slight
                      Moderate
                      Strong
                      Very Strong
                      Extremely Strong
                      Very Extreme
                B-4
                                            GPO 835 - 030

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