EIS-79-
0976F
Vol.1
c.l
  &EPA

 EIS790976F
United States
Environmental Protection
Agency
Region V
230 S. Dearborn
Chicago, Illinois 60604
June, 1979
              Water Division
Environmental
Impact Statement
Wastewater
Treatment Facilities
for the
Metropolitan Area
Columbus, Ohio
           Final

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          EPA-5-OH-FRANKLIN-COLUMBUS-WWTP&INT-79



           FINAL ENVIRONMENTAL IMPACT STATEMENT

              WASTEWATER TREATMENT FACILITIES

                 FOR THE METROPOLITAN AREA

                     COLUMBUS, OHIO
                      Prepared by the

      UNITED STATES ENVIRONMENTAL PROTECTION AGENCY

                         REGION 5

                     CHICAGO, ILLINOIS


                            And


BOOZ, ALLEN AND HAMILTON, INC. With HAVENS  & EMERSON,  INC,

      BETHESDA, MARYLAND                CLEVELAND, OHIO
                                  APPROVED BY:
         Envt;-"-
)HN  MCGUIRE
2GIONAL ADMINISTRATOR
                                  JUNE  1979

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             VOLUME 1



Recommended Alternatives,  Technical



      Analysis and Impacts

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               TABLE  OF  CONTENTS
                                                        Page
                                                       Number
   PREFACE
  I.     INTRODUCTION                                     1-1
 II.     INTERCEPTORS                                    II-l

        2.1  Population Projections                     II-l
        2.2  Sewer Sizing                               II-5
        2.3  Infiltration Rate                          II-6
        2.4  Subarea Analysis                           II-6
III.     WASTEWATER TREATMENT FACILITIES                III-l

        3.1  Basis of Design                           III-2
        3.2  Mainstream Treatment Recommendations      III-6
        3.3  Sludge Handling and Disposal
             Recommendations                           III-15
        3.4  Summary of Cost Analysis                  111-20
 IV.     IMPACTS                                         IV-1

        4.1  Environmental Impacts of Brewery
             Pretreatment                               IV-1
        4.2  Primary Air Quality Impacts of
             Sludge Incineration                        IV-2
        4.3  Secondary Air Quality Impacts              IV-4
        4.4  Impacts of Alternative Sludge
             Disposal Options                           IV-4
        4.5  Water Quality Impacts on the Scioto
             River                                      IV-5
                               11

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                 INDEX  OF  FIGURES
                                                         Page
                                                        Number
 II-1    Planning Area for Metropolitan Columbus         II-2


III-l    EIS Recommended Mainstream Treatment Concept
         for Jackson Pike and Southerly WWTF's          III-7

III-2    EIS Recommended Sludge Handling and Disposal
         Concept for Jackson Pike and Southerly WWTF's  111-16
                  INDEX  OF  TABLES
  1-1    Final EIS Chronology                             1-3
 II-l    Comparison of Draft EIS and Final EIS
         Franklin County Population Projections          II-4
III-l    Proposed Effluent Requirements-Facilities
         Plan and Draft EIS                             III-2

III-2    Average Day Design Wastewater Characteristics  III-5

III-3    Cost Analysis of Brewery Waste Treatment
         Scenarios for the Southerly Treatment
         Facilities (Millions of Dollars, 1974/1975
         Basis)                                          III-ll

III-4    Project Cost Comparison Summary (Millions
         of 1974-1975 Dollars)                           111-21
                               111

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                          PREFACE
     The Final Environmental Impact Statement  (EIS)  for  the
Columbus, Ohio Wastewater Treatment Facilities consists  of
the three following volumes:

          Volume I:  "Recommended Alternatives, Technical
          Analysis, and Impacts"

          Volume II:  "Response to Comments and Final  EIS
          Appendices"

          Volume III:  "The Draft EIS (Editecf)"

     Volume I discusses the essence and  substance of the
final collection, treatment, and disposal recommendations,
highlighting any recommendations that differ from the
Draft EIS.  The intent of Volume I is to provide a  concise
overview of the recommended system, emphasizing areas of
significance  (e.g., regionalization, pretreatment, sludge
disposal).  Detailed analyses supporting the conclusions
can be found in the Appendices to Volume II and in  Volume
III.

     Volume II contains the written record of public com-
mentary and appropriate responses to the issues raised by
this commentary.  There are over 330 specific comments by
Federal, state and local governments and private concerns
for which detailed responses have been developed.   Volume
II also contains additional appendix material which was
developed in response to the comments on the Draft  EIS.

     Volume III is the Draft EIS edited  only for identified
omissions and errors.  Asterisks in the  margins indicate
those sections, lines, or words that have been changed,
added, or deleted.
                           IV

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                Summary  Sheet for Environmental
                       Impact Statement

                Columbus,  Ohio Facilities  Plan

              EPA Project  No. EPA-5-OH-FRANKLIN-
                               COLUMBUS-WWTP & INT-79
Draft    (  )
Final    (X)
                Environmental Protection  Agency
                            Region V

                        Chicago, Illinois


1.  Type of Action;  Administrative   (X)
                      Legislative      (  )

2.  Brief Description  of Proposed Action


     The subject action  of this Environmental Impact  State-
ment is  the Facilities Plan submitted by the City of  Columbus
to expand and upgrade wastewater collection, treatment,  and
disposal facilities within the Columbus  metropolitan  area.
The proposed project includes three major actions.


            Selection of addition liquid & solids handling treatment
            facilities for sewage processing  at the Southerly and
            Jackson  Pike sewage treatment plants (STPs).

            Construction of two sludge incinerators and associated
            dewatering facilities for processing sludge from sewage
            treatment at Southerly STP .

             Construction of separate  sanitary  sewer interceptors
             within  the Columbus planning area.

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3.  Summary of Major Environmental  Impacts

     The proposed action will have  the  following beneficial
impacts:

     (1)  Alleviation of existing adverse conditions in the
          Scioto River caused by law  quality wastewater dis-
          charges

     (2)  Improved treatment and disposal of wastewater
          sludges

     (3)  Upgraded and integrated treatment facilities to
          accommodate existing and  future sources of waste-
          water

     (4)  Elimination of the need for onsite disposal sys-
          tems and package plants where they are unsuitable.

     The proposed action will have  the  following adverse
impacts:

     (1)  Potential erosion of treatment plant sites and
          interceptor routes during construction

     (2)  Temporary noise and odor  impacts  during construc-
          tion

     (3)  Increase traffic activity during  construction

     (4)  Air emmissions from sludge incineration  will be minized
          by offsets from existing incinerators and application
          of lowest achievable emission rate  technology.
4.  Summary of Alternatives Considered

     Regional wastewater collection alternatives, including
the no service alternative, were considered for eleven sub-
areas within the Columbus planning  area.  Preliminary
screening indicated that eight of these were suitable for
possible inclusion into a regionalized  system.  A summary of
the alternatives considered, in addition to the no-action
alternative, for each of these eight  subareas is given
below:
                          VI

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   Subarea

West Scioto

Big Run

Minerva Park
Big Walnut Creek
Rocky Fork
Blacklick Creek

Groveport
Rickenbacker Air Force
Base
 Number of
Alternatives
 Considered

      2

      1

      2
 Alternative Types

Two new interceptors

One new interceptor

One new interceptor
Upgrade existing
plant

Five new interceptor
systems
                Upgrade existing
                plant
                Two new interceptors

                Upgrade existing
                plant
                Two new interceptors
     In addition, four pretreatment alternatives for a major
Columbus-area brewery currently discharging to the Southerly
Plant were considered.  These alternatives ranged from no
pretreatment to total on-site brewery waste treatment to
Southerly NPpES effluent restrictions.

     Treatment plant alternatives considered various ways of
utilizing and upgrading the two existing Columbus wastewater
treatment plants (Southerly and Jackson Pike).  Alternatives
for liquid treatment and disposal included:  treatment and
land application, treatment and reuse, and treatment and
discharge.

     Alternative disposal concepts considered for the solids
produced by the two Columbus plants included:  several
codisposal opportunities, four resource recovery schemes,
and a landfill disposal option.  The EIS also examined the
resource savings that might be available with the following
alternative treatment technologies:  phosphorous removal,
intermediate sedimentation, oxygen production and dissolu-
tion, secondary solids thickening, conditioning and de-
watering, recycle management, and pyrolysis.  Finally, a
variety of process optimization alternatives were analyzed
for cost-effectiveness.  These were:  flow equalization,
                        VII

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reduction of electrical energy charges, the activated sludge
system, effluent filtration, and waste solids processing.

5.  Federal, State and Local Agencies and Officials Notified
    of this Action

Federal Agencies

Council on Environmental Quality
Environmental Protection Agency
U.S. Army Corps of Engineers, Huntington District
Department of the Air Force
Department of Health, Education and Welfare
Department of Housing and Urban Development
Department of the Interior
Department of Transportation
Water Resources Council

Members of Congress

Honorable John Glenn  U.S. Senate
Honorable Howard G. Metzenbaum  U.S. Senate
Congressman Samuel L. Devine  U.S. House of Representatives
Congressman Chalmers P. Wylie  U.S. House of Representatives
Congressman John M. Ashbrook  U.S. House of Representatives
Congressman William H. Harsha  U.S. House of Representatives
Congressman Clarence E. Miller  U.S. House of Representatives

State

Honorable James A. Rhodes, Governor, State of Ohio
Ohio Environmental Protection Agency
Ohio Department of Natural Resources
Ohio Department of Health

Local

Honorable Tom Moody, Mayor, City of Columbus
Board of Franklin County Commissioners
City of Reynoldsburg
City of Westerville
Grove City
Village of Dublin
Village of Grove Port
Village of New Albany
Mid-Ohio Regional Planning Commission
Mid-Ohio Health Planning Federation
Delaware County Regional Planning Commission
Licking County Regional Planning Commission
Fairfield County Regional Planning Commission

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6. Date made available to CEQ and the Public

     The Final Statement was made available to CEQ and the public on
June 15, 1979.

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I.   INTRODUCTION

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                     I.  INTRODUCTION


     The City of Columbus, Ohio owns and operates two large
conventional wastewater treatment plants:  Jackson Pike built
in 1937 and Southerly built in 1967.  Combined, the plants
serve an area with a population of over 800,000 people, yet
discharge to the Scioto River less than ten miles from one
another.  In order to meet the river's stringent water quality
standards both plants must be upgraded and/or expanded.  Hence,
the City applied for a Federal 201 Construction Grant to help
meet these needs.

     The project proposed by the City, beginning with formal
initiation of facilities planning in October, 1974,  included
five major actions:

          Construction of additional liquid treatment faci-
          lities for sewage processing at the Southerly
          and Jackson Pike sewage treatment plants

          Design and construction of a pilot plant in order
          to evaluate the effectiveness of the recommended
          plan to solve the bulking activated sludge prob-
          lem at Southerly

          Construction of three sludge incinerators and
          associated dewatering facilities for processing
          sludge from sewage treatment

          Construction of separate sanitary sewer inter-
          ceptors within the Columbus planning area

          Selection of a cost-effective and environmentally
          acceptable system to minimize combined sewer
          overflows.

Due to the size of the undertaking, the expressed need
to develop additional system alternatives, and the poten-
tial for resultant adverse economic and environmental impacts
U.S. EPA published on March 15, 1976 a "Notice of
Intent" to prepare an Environmental Impact Statement (EIS).
More specifically the determination to prepare the EIS was
based on the following concerns:

          The cost-effective liquid sewage treatment alter-
          natives that would enable the attainment of water
          quality standards in the Scioto River
                            1-1

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           The  cost-effective wastewater system
           for  facility receiving significant
           organic  loads from a brewery

          The  feasible methods for  environmentally accept-
          able sludge  treatment and disposal

          The  environmental  effects of the construction
          and  operation of the proposed sewage treatment
          and  collection  facilities

          The  induced  growth and secondary environmental
          effects of building interceptors in and through
          sparsely developed rural  and agricultural areas.

     The Draft EIS was published in February, 1978 with a
public hearing taking  place  in Columbus on March 31, 1978.
Extensive comments on  the Draft EIS were received at the
public hearing and later  in  written submittals;  so much so
that the original deadline for receipt of review comments
was extended by U.S. EPA  from April 10, 1978 to April 26,
1978.  The key issues  raised in the comments focused on:

          Population projections

          Intercepting sewers including needs, sizes,
          location, impacts

          Design of wastewater treatment facilities in-
          cluding reliability,  cost effectiveness, and en-
          vironmental  impacts

          Pre-treatment of brewery  wastes

          Sludge handling and disposal methods

          The  need for a  large-scale pilot plant.

As can be seen by the  chronology of events listed in Table
1-1, U.S. EPA  undertook considerable additional analysis
in order to resolve the outstanding issues before publication
of the Final EIS.

     This Volume of the Final  EIS is intended to provide a concise
overview of the recommended system, empahsizing both areas of concern
and changes between the final  recommendations and those presented in
the Draft EIS.
                            1-2

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     The analysis leading up to the final document has mostly substantiated
the findings of the Draft EIS, including those concerning brewery pretreatment.
In addition, three major modifications have been made which clarify concerns
raised regarding the Draft EIS.

            The City of Columbus will  be required to establish a
            Design Finalization Overview Team (DFOT), as a separate
            but integral part of the Value Engineering (VE) team,
            to review and recommend the final design parameters of
            both plants.  The DFOT will be a grant eligible item.

            Based on air quality impact analysis, the Final EIS
            recommends that a total of two incinerators be operable
            at each plant, rather than the three recommended in the
            draft.  Incineration is to be viewed as an interim
            sludge handling method with additional facilities
            planning to be conducted to examine the potential use
            of other more environmentally compatible alternatives,
            such as composting, land application or strip mine
            reclamation.

            Except for three instances of documented pollution
            (Reynoldsburg, New Albany, and Minerva Park) localized
            facilities planning will be required in unsewered areas
            to determine facilities needs where a population of 2.0
            or more persons per acre is expected to occur during the
            planning period.  Moreover, detailed facilities planning
            for Reynoldsburg (i.e., the Blacklick Sub-area) must address
            the Section 6(f) conflict with the Land and Water Conservation
            Fund Act.

     The following three chapters on interceptors, wastewater treatment
facilities, and environmental impacts expand on these and the other
important conclusions of the Final EIS.
                                       1-4

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II.  INTERCEPTORS

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                      II.   INTERCEPTORS
     Cost-effective and environmentally sound regionalization
of Columbus'  sewer system has been of great concern throughout
the preparation of the EIS.  A total of eleven service areas
were evaluated in either the Facilities Plan or the Draft EIS
or both.  Figure II-l shows the Columbus overall planning area
and these eleven subareas.  All of Franklin County except the
extreme southeast and southwest corners is included, along with
areas to the northwest as far as Sunbury in Delaware County.
Also included is a small area of Delaware County west of the
O'Shaughnessy Reservoir and small portions of Licking, Fairfield,
and Pickaway Counties.

     This chapter will present the final recommendations for
each of the eleven subareas after first discussing three key
issues which impact the cost-effective selection among alter-
natives:  population projections, sewer sizing, and infiltration
rates.  For a detailed review of the regionalization analysis
see the revised Chapter III:  Service Area and Sewer System
Alternatives presented as Appendix CC in Volume II.
2.1  POPULATION PROJECTIONS

     The amount of facilities expansion required over the next
20 years in Columbus depends to a great extent on the increase
in population over that time period.  Facilities' designs must
be based on some reasonable estimate of growth for the planning
area, during the 20-year planning period.

     As stated in the Draft EIS, when work began on the draft,
five sets of widely varying year-2000 population projections
existed.  There was no consensus among the region's planning
agencies on any of these projections.  In order to assess the
reasonableness of existing projections and come to a conclusion
on the projection to be used for the EIS, U.S. EPA developed
four sets of independent projections using information from
the Bureau of the Census and the Bureau of Economic Analysis
(BEA).

     The Census Bureau had two 1975 population estimates for
Franklin County.  Two sets of projections extrapolated the
1970 to 1975 growth rate to the year 2000 based on these esti-
mates.  The other two sets of projections calculated changes
in percentage shares of the State population and extrapolated
                           II-l

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                                                                  Figure JL -I
                                                             Planning  Area For
                                                          Metropolitan  Columbus
               LEGEND
I.  WEST SCIOTO
2.  BIG RUN
3.  DARBY CREEK
4.  GROVE CITY
5.  MINERVA PARK
6  SUNBURY- GALENA
7.  BIG WALNUT CREEK
8.  ROCKY FORK
9  BLACKLICK CREEK
10. GROVEPORT
II.  RICKEN8ACKER A.F.9.
•••EXISTING SERVICE AREAS
                                    II-2

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 these shares  to  the year 2000  to obtain Franklin County  shares
 of the year 2000 BEA draft  projection for  the State.  The
 highest of these four projections (1,110,000)  was used as  a
 "best estimate"  in the Draft EIS in the interest of following
 a conservative  approach with respect to wastewater treatment
 facility planning.  Though  considered to be  optimistic,  this
 projection was  generally consistent with the five existing
 projections.

      Subsequent  to the incorporation of this projection  in the
 EIS, new information became available.  Population estimates
 for 1976 were published by  the Bureau of the Census in 1977  and
 the final BEA State projection for the year  2000 was lowered.
 This new information led to downward revisions in three  of the
 four sets of  earlier projections, as shown on Table II-l,  sug-
 gesting the Draft EIS estimate be modified.

      Moreover,  while the use of a high projection is conserva-
 tive with respect to some aspects of environmental planning, it
 cannot be considered conservative in the absolute.  Thus,  a
 reasonable approach is the  use of the modified average (i.e.,
 1,027,452) rather than an "optimistic" projection.

      Two other  recent developments  also indicate a downward shift  in
  the projection  estimates  for Franklin County.  First,  Federal regulations
  have been issued requiring the use  of the BEA year 2000 State projections
  for water quality  management planning purposes (208/201) and providing
  guidelines on the  disaggregation process is not yet  completed at this
  writing, there  is  sufficient information to indicate that the 1.11  million
  person  projection  may be  grossly overoptimistic.   Second, the most
  recent  Mid-Ohio Regional  Planning Commission (MORPC) projections
  (September 25,  1978) indicate a  year 2000 estimate of  1,025,000.  While
  not in  itself the  result  of application of a projection methodology
  or technique, it is well  within  the range of other existing projections
  and represents  a consensus of local planners.
      It is  recommended then,  that the year  2000 population
 projection  for  Franklin County used in  the  EIS be changed  to
 1,025,000 and  that this revision be incorporated conceptually^)
(1)
  In fact,  the revised projections have been used only in  reevaluating
  alternatives in the Black!ick Creek Subarea.   All other  interceptor
  designs retain the more optimistic 1.11 million estimate.
                              II-3

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                         TABLE II-l
                 Comparison of Draft EIS and
      Final EIS Franklin County Population Projections

Method
1. P-25 Extrapolation
2. P-25 County Share
3. P-26 Extrapolation

4. P-26 County Share
Average of Four Methods
Year 2000
Draft EIS
(re: Table 11-15)
994,891
1,069,966
1,050,834

1,110,251
1,056,486
Final EIS
994,891
1,067,7s!1
973, 0392
1,2
1,074,128 '
1,027,452
(1)     Affected  by change  in  BEA  projection.

(2)     Affected  by publication of new Census  estimates  (P-26)
                             II-4

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into the design of wastewater treatment  facilities  for  the
following reasons:

          It is likely to be consistent  (90%-110%)  with Ohio
          EPA disaggregated projections  based  on  the  Bureau
          of Economic Analysis year  2000 projection for
          the State of Ohio.

          It is consistent with projections  utilized  in other
          planning efforts for mid-Ohio  (specifically MORPC
          and the Columbus Metropolitan  Area Growth Potential
          Report, see  Volume II, Appendix  EE).

          It is consistent with average  projections based on
          an update of the data base for prior projections
          in EIS.

The recommendation of this projection  for use  as  a  tool in  the
Final EIS is not to be construed  as  a  constraint  on the water
quality management planning projection process in the State
of Ohio or the Mid-Ohio Regional Planning Commission area, but is
clearly the best  present  guide for designing  Columbus'  wastewater
system.


2.2  SEWER SIZING

     Sewer designs in the Facilities Plan were based  on an  esti-
mate of ultimate population yet,  U.S.  EPA's  cost-effectiveness
guidelines require comparing different design  periods.   An  anal-
ysis was performed in the Draft EIS  to show  the size  and cost
differences between designs based  on ultimate  population, on
interceptors flowing  half full in  the  year 2000,  and  on inter-
ceptors flowing full  in the year  2000.   The  cost  difference
between designs using half full by 2000  and  full  by 2000 varied
from 3 percent to 24  percent, with the median  variation 18  per-
cent.  This demonstrates  that, on  the  average, an 18  percent
increase in cost will permit twice as  much intercepted  flow at
design conditions.

     The comparison of ultimate density  to the projected design
density for the year  2000 showed  that  most of  the areas are at
or less than 25 percent of their  ultimate density by the year
2000, making designs  based on an  ultimate population  concept
not cost-effective for the Columbus  area. Thus,  the  Draft  EIS
recommended designing most gravity sewers using the half-full,
year 2000 criterion.  The Final EIS  retains  this  criterion  and,
accordingly, finds that it is not  cost-effective  to construct
the entire lengths of interceptors proposed  in the  Facilities
Plan.
                           II-5

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     Should  the  City of Columbus desire  to  construct, on  their
own, additional  sewer capacity beyond  the cost-effective  capacity,
the following  U.S.  EPA policy for Federal grant assistance  would
apply:

           Additional  facilities planning must establish the cost-  effective
           wastewater  treatment facilities

           The  actual wastewater treatment facilities to be
           constructed must meet the  requirements of the
           National  Environmental Policy  Act of 1969  (NEPA) ,
           with emphasis on primary  and secondary environ-
           mental impact analysis

           The  cost-effective portion of  the actual wastewater
           treatment  facilities will  be the  portion of the
           project receiving Federal  funds

           All  requirements identified  in the cost-effectiveness
           analysis  guidelines are to be  met.  These require-
           ments  regard the U.S. EPA  approval of the actual
           wastewater treatment facilities plans and speci-
           fications  as well as the  development and implemen-
           tation of  user charge and  industrial cost recovery
           systems.


2.3  INFILTRATION RATE

     The allowable infiltration rate used in the Draft EIS for the
 design of intercepting sewers was based on 200  gal/inch-dia/mi/day.
 The final EIS retains this recommendation and Region V will consider
 this value as the  grant eligible design criterion  for allowable infiltration.
 Further, any capacity designed in a proposed sanitary sewer for infiltration
 beyond 200 gal/inch-dia/mi/day will not be eligible for grant participation
 and will be subject to an environmental assessment in accordance with NEPA.
2.4  SUBAREA ANALYSIS(1)

     In general,  the Draft EIS recommended providing  intercept-
ing sewers  into  presently unserviced  areas that will  have  a
population  density of at least 2.0  people/acre during  the
planning period.   This recommendation was based on the esti-
mation of potential pollution problems arising from use of
septic tanks at  the 2.0 people/acre density given the  soil
characteristics  in the City of Columbus plan-of-study  area.
(1)  This volume summarizes the  findings in each of the
     eleven  subareas.   For a detailed discussion of specific
     proposed  alternatives for each  subarea see Volume  II,
     Appendix  CC.           I1-6

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However, the Draft EIS and  the Facilities Plan  provided actual
documentation clearly establishing  the  existence  of pollution
problems in only three instances:   the  City of  Reynoldsburg
(Blacklick Creek), the Village of New Albany  (Rocky Fork), and
the  Village of  Minerva Park.   Therefore,  except for the three
above mentioned municipalities, the  Final EIS recommends  that
the  City of Columbus, or  another municipality designated  by
OEPA,  conduct localized facilities  planning in  the unserviced
areas expected  to contain  2.0 people/acre or more during  the
planning period in order  to  determine specific  wastewater
treatment facilities needs  prior to  Federal grant assistance
for  any regionalization alternatives.   (As discussed later,
localized facilities planning in the  Reynoldsburg area will
also  be needed  because of  the controversy surrounding Blacklick
Woods Metro Park.)   The localized facilities planning will have
to meet the cost-effectiveness analysis and the environmental
assessment requirements of  facilities planning.

     Discussed  below are the specific recommendations for each of the
eleven subareas.   In all cases where the EIS recommends  sewering,
except for Rocky Fork and Minerva Park, additional  localized facilities
planning will  be needed before system design and  construction to document
the need for constructing additional interceptors,  providing package
plants, or instituting septic tank maintenance  programs.

2.4.1   West Scioto

     This area  is  presently unsewered, except for the Dublin and
Muirfield Village  areas to the north.  These two  areas are connected
to the interceptor constructed along the east side of the Scioto River.

     The High Level  Interceptor Alternative presented in the Draft
EIS remains the interceptor alternative of choice because of the less
serious nature  of  the associated primary impacts.  The lower sections
(below Manhole  3)  of the interceptor may be needed due to high
population densities and the need to protect Griggs Reservoir. When
facilities planning is performed to determine a documented need
for the West Scioto River, the option of serving  the Scioto River
area  within Delaware County must be examined.

2.4.2   Big Run

     The population density in the Big Run area illustrates that most
of the interceptor sections evaluated should not  be built during the
planning period.   The exceptions to this may be the lowest section
of the proposed alternative which would tie-in  to the existing Big
                              II-7

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Run  interceptor may be needed by 1995 and service in areas surrounding
Interstate 70 close to the City of  Columbus may be required by 1985.
2.4.3   Darby Creek

     There are presently no sewers in the  Darby Creek  subarea.
The  projected population density is only slightly more than one-
half person per  acre.   The combination of  such a low density and
the  need for either  pumping of  sewage into  the Columbus  service
area or construction of deeply  laid sewers  precludes further
consideration of  this  subarea as a portion  of a regional plan.


2.4.4   Grove City

      In this subarea, relatively heavy  development has taken place in
 and around Grove City and the Village of Urbancrest.  Recently, wastewater
 flows  from Grove City and Urbancrest have been diverted to the Southerly-
 Jackson Pike interconnecting sewer.   The remaining areas of this subarea
 are very rural  and  are not suitable  for regionalization.
 2.4.5  Minerva  Park

      Regionalization is recommended  in this subarea since the effluent
 from  the existing Minerva Park WWTP  contaminates Minerva Lake Creek.
 Because of costs  and the impacts of  operating  a local  plant, an
 interceptor alternative is more cost effective.  The interceptor
 would be constructed from the Minerva Park WWTP in an  easterly direction
 to a  point on the 72-inch portion of the existing Alum Creek Interceptor.
 No additional  facilities planning is needed in this case.
 2.4.6  Sunbury-Galena

      Homes in  this subarea  primarily use  septic tanks  and
 leachfields for  sewage disposal.  The  exception to  this is
 the  Village of Sunbury, which is sewered  and uses a  treatment
 facility which discharges to  a tributary  of Big Walnut Creek.
 Proposals to study sewerage alternatives  in a facilities plan
 for  the area have been submitted.  The lead entity  in  this
 endeavor is the  Village of  Sunbury, with  the Village of Galena
 and  Delaware County also participating.
                             II-8

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     The facilities plan will  consider the possibility of regionalization
into the Columbus system as one alternative for Sunbury-Galena.  If
regionalization is deemed best, flow from the area would be treated
at the Columbus Southerly facility.


2.4.7  Big Walnut

     Several interceptor alternatives were considered for this subarea.
However, in all cases in this subarea, the projected population densities
(apart from the section just below the Hoover Reservoir) are below the
2.0 person/acre criterion during the planning period.  The one section
below the Reservoir may require construction by 1985 if the population
growth occurs as predicted.

     One of the major concerns within the Big Walnut subarea is the
protection of Hoover Reservoir, a potable water supply.  The Facilities
Plan recommended construction of an intercepting sewer for the elimination
of potential surface water contamination from the sparcely developed
area east of Hoover Reservoir.  At present, there is no pollution source
impacting Hoover Reservoir that requires 'a regional sewer system in the
Big Walnut Sewer Service Sub Area.  Provision of public utilities and
highways have been shown to induce rapid development of desirable lands.
If rapid development occurs east of the reservoir, surface water degradation
may occur from overland non-point sources even with the interception
of all sanitary wastewater.  Therefore, the EIS recommends protecting
the reservoir through strict zoning and development regulations.

     The Sunbury-Galena-Hoover area will be considered again in depth
within the Delaware County 201 Facilities Planning Study.


2.4.8  Rocky Fork

     The Rocky Fork subarea is located in the northeastern portion
of Franklin County and contains the Village of New Albany.  At the
present time, the surface waters in and around New Albany are heavily
polluted during low flows.  An analysis of all feasible interceptor
alternatives for the entire subarea indicated that no interceptors
should be constructed until 1995, with the far upstream sections of
                                      II-9

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each sewer probably not required at all  during the planning period.  This
finding was based on an assessment of areawide population densities.

     Since New Albany itself must be served, the optimal way of doing
this was determined to be the construction of a combination east/west
force main/gravity sewer.  This system is designed to collect flows only
from the New Albany area and transport them to the existing Big Walnut
Creek Interceptor.  Moreover, the provision of the force main delays
the need for interceptor construction below New Albany until 1995.

2.4.9  Black lick Creek

     The Blacklick Creek subarea lies directly below the Rocky Fork
subarea and includes the City of Reynoldsburg.  Four major alternatives
were considered for this subarea, three incorporating north/south
interceptor concepts and one an east/west combination force main/gravity
sewer.

     The Draft EIS analysis indicated that the only portion of the
Blacklick Creek subarea which must be served is in the vicinity of
Reynoldsburg.

     A force main to serve this area was recommended and would have
followed a route along Main Street in the City of Reynoldsburg.  Based
on comments received, it was determined that this route was undesirable.
Alternatives to this force main include a force main along Livingston
Avenue, a gravity sewer route through Blacklick Woods Metro Parks
(the Facilities Plan alternative), and routes avoiding the Metro Park.
Present detail on these alternates is insufficient to select a
cost-effective sewer route.  The route of the interceptor through
Blacklick Woods Metro Park, funded by the Land and Water Conservation
Fund Act (LAWCON), involves additional considerations.  Section 6(f)
of this Act provides for the continuation of land use, uninterrupted
by easements, construction and the like.  On April 19, 1979, the Ohio
Department of Natural Resources (ODNR), Office of Outdoor Recreation
Services, decided that construction of an interceptor sewer through
Black Woods Metropark would result in a Section 6(f) conflict of the
Land and Water Conservation Fund Act.

     Hence, the Final EIS recommendation is that routes avoiding the Park,
including the Livingston Avenue Force Main must be evaluated in greater
detail through additional facilities planning.  (See Volume II, Appendix
CC).

     It should be noted that some costs incurred in resolving the Section
6(f) conflict, such as easement acquisition and land compensation are
ineligible for Federal grant funds.
                                 11-10

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Also, any compensation made to the Metropolitan Park District
for loss of revenue resulting from disruption of park activi-
ties is also ineligible for Federal grant funds.
2.4.10  Groveport

     The projected population increase for this subarea located
in southeastern Franklin County, coupled with the varying
suitability of the local soils to septic tanks, necessitates
some action.  The only existing sanitary sewer system in this
subarea serves the Village of Groveport itself.  In the Draft EIS
three regionalization alternatives were considered for this
subarea:  a plant alternative and two interceptor alternatives.

     The perferred alternative is an interceptor alternative  (A)
which is higher in capital costs (than Alternative B) but lower
in present worth due to phasing.  This alternative should
result in fewer adverse environmental impacts.  The plant alter-
native is clearly more costly than either interceptor.  However,
additional facilities planning is required to document the need
to construct additional sewers for this area.

2.3.11  Rickenbacker Air Force Base

     The Air Force base is located in southernmost Franklin
County and is served by an existing 1.25 mgd trickling filter
plant.  Since the Department of Defense is deactivating the
base, regionalization recommendations will not be made although
the analysis has been retained in the revised Chapter III in
Volume II.
2.3.12  Summary

     Although regionalization alternatives have been proposed
for 11 subareas, only three (Blacklick, Minerva Park, and Rocky
Fork have a documented need for sewer service.  Other subareas
where regional sewers may be needed during the planning period
require additional facilities planning to establish the need and
the timefram for implementing a cost-effective solution.  The Black-
lick subarea requires immediate additional facilities planning to
identify the most cost-effective alternative.
                              11-11

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III.   WASTEWATER TREATMENT FACILITIES

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           III.  WASTEWATER TREATMENT  FACILITIES
     There are three major actions proposed  by  the  Facilities
Plan for the City of Columbus that are concerned  with the
Jackson Pike and Southerly wastewater treatment plants:

          Construction of additional mainstream treatment
          facilities that involves both  upgrading and partial
          expansion.

          Construction of additional dewatering and inciner-
          ation facilities for processing  sludge  generated
          at the two plants.

          Construction and operation of  a  pilot plant to
          be used to evaluate the effectiveness of  the
          recommended plan to solve the  filamentous bulk-
          ing problems being experienced at  the Southerly
          activated sludge system.

As a result of U.S. EPA's and Ohio EPA's review of  the
Facilities Plan, several questions were  raised  regarding
the proposals summarized above.  These questions  centered
around the design capacity of the facilities in relation
to the peaking factors for influent wastewater  flows and
loads, and the adequate consideration of the magnitude and
impact of the Anheuser-Busch Brewery loads on the Southerly
treatment plant, particularly with respect to filamentous
organism problems at Southerly.  In addition, U.S.  EPA
believed a more thorough consideration of alternative sludge  disposal
methods was needed with emphasis on the utilization of sewage treatment
sludge as a resource.

     The Draft EIS dealt witn these issues in great detail,
yet there remained considerable  controversy  even  after its
publication.  Subsequent work focused on the following
three areas:

          Basis of Design
          Mainstream Treatment Recommendations
          Sludge Heandling and Disposal  Recommendations.

The findings in each, of these areas are  discussed below.
                          III-l

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3.1  BASIS OF DESIGN

     The Final EIS recommendations for the wastewater treat-
ment facilities for the City of Columbus are based on the
specified levels of treatment prescribed by the NPDES per-
mits, the initial and future amounts and characteristics of
the wastewater to be treated at the two plants, and an eval-
uation of the existing facilities.


3.1.1  Municipal Effluent Limitations

     The effluent limitations for which the Facilities Plans
were prepared to meet and on which the Draft EIS's Analysis
of wastewater treatment alternatives were based are shown
in Table III-l.
                        TABLE III-l
              Proposed Effluent Requirements
              Facilities Plan and Draft EIS
     Parameters                 30-Day Average Limitation

     BOD5                                 8 mg/1

     Suspended Solids                     8 mg//1

     NH4-N

          July—October                 1.0 mg/1
          November—June                2.5 mg/1

     P04-P                              1.0 mg/1

     Dissolved Oxygen  '                 6.0 mg/1

     Fecal Coliforms                  200.0 counts/100 ml,

     PH(2)                              6-9
     (1)   Greater tnan or equal to at all times.

     (2)   At all times.
                          Ill-2

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     These  limitations were  developed by  the Ohio
EPA and  are incorporated  in  the current National Pollutant
Discharge  Elimination System (NPDES) permits for the  City of
Columbus'  Jackson Pike and Southerly wastewater treatment
plants.  Specifically, the BOD5, suspended solids and ammonia-
nitrogen limits were generated by Ohio EPA's water quality
modelling  of the Scioto River,  the results of which are  detailed
in a Wasteload Allocation Report prepared by that agency.
     Subsequent to the circulation of the  Draft EIS and during the
preparation of the Final  EIS, the adequacy of limitations for BOD5
(8 mg/1) and suspended solids (8 mg/1) with respect to the attainment
of water quality standards for dissolved oxygen in the Scioto River
became  an issue of concern.  In particular, the sensitivity of the
water quality model to accurately identify effluent BODs limitations
to the  nearest mg/1 for each of the discharges was questioned.  U.S.EPA
review  and additional  water quality modelling of the Scioto River
have confirmed the need for a high level of treatment, however, there
is uncertainty about the  accuracy and sensitivity of the model below
10 mg/1.  Moreover, since U.S. EPA has officially recognized a treatment
level which produces an effluent of 10 mg/1 8005 and 12 mg/1 suspended solids
as "Advanced Secondary Treatment (AST)", we have concluded that the
water quality modelling efforts to date justify AST for the Columbus
plants  in lieu of the originally proposed  BOD5 solids limits of 8 mg/1
each.  Consequently, the  Final EIS recommends effluent limitations
of  10  mg/1 6005 and 12 mg/1 suspended  solids  until further
model  verification  is able to  demonstrate the increased water
quality benefits which would  result from additional wastewater
treatment  at each plant.   It  is important to  note that  the
treatment  facilities  design concept proposed  in the Draft EIS
is not changed due to this small change  in  effluent limitations.

     For those Step 2 activities which may  be initiated by
the  City of Columbus, the AST  limits will be  considered to  be
the  cost-effective, environmentally compatible level for the
progress toward the achievement of water quality  standards.
The  NPDES  permit for  the  City  of Columbus shall include a
schedule of studies to demonstrate whether  the 10 mg/1  limita-
tion can meet  water quality standards and a compliance  schedule.
The  NPDES  permit will contain  a provision allowing for  modifi-
cation of  these final limitations if justified by the required
studies.   The  nature  of  these  studies  is specified by the U.S.
EPA  and Ohio EPA Memorandum of Understanding  on Water Quality
Standards  and  Wasteload  Allocations.
                           III-3

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3.1.2   Design  Wastewater Characteristics

     The engineering analysis of projected wastewater flows
and  loads for  the Jackson Pike  and Southerly treatment  plant
service areas  resulted  in some  adjustments to the design
values used  in the Facilities Plans.   Design average daily
flows  decreased for both plants, with  a  significant decrease
in Southerly's design flows.  Design raw wastewater concen-
trations of  biochemical oxygen  demand  (five-day), suspended
solids, total  nitrogen, and phosphates also changed.  Table
III-2 summarizes the EIS wastewater characteristics projec-
tions  and compares them with those of  the Facilities Plan.

     The EIS projects an  increase in  influent concentrations of BODs
and suspended  solids from the existing situation to design conditions
for the Jackson  Pike facility.  On the other  hand, 6005  and suspended
solids  concentrations in Southerly's  raw wastewater are  expected
to decrease over the design period.   The Anheuser-Busch  brewery, whose
wastewater exerts a major influence on the  influent characteristics at
Southerly, is  presently restricted to a maximum 30 day average BODs
of 60,000 pounds per day, with a maximum single day peak of 75,000
pounds  per day.  It is important to note that this requirement is
independent of any further  brewery pretreatment recommendation made
in this EIS.
3.1.3  Evaluation of  Existing  Facilities^

     The existing facilities at both Jackson Pike and Southerly have
experienced  problems which  result in intermittent periods of poor
effluent quality.  The primary source of poor effluent quality at Jackson
Pike is the  high operating  solids concentrations in the activated sludge
system.  This condition has caused excessively high solids loads on
the final  clarifiers with the resultant  loss in removal  efficiency.
The high operating solids in the activated sludge are due to the generally
inadequate solids handling  system at the plant.  Poor effluent quality
at Southerly is the result  of the inability of the facilities to handle
the high concentrations of  soluble carbohydrate wastes in the raw
wastewater from the brewery.  This soluble carbohydrate waste induces  a
bulking activated sludge  at Southerly.   The growth of this filamentous organism
                             III-4

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                         TABLE III-2
        Average Day Design Wastewater Characteristics
                      JACKSON PIKE       SOUTHERLY
                      FP1     EIS2      FP1     EIS2
Q, MGD
SS (mg/1)
% VOLATILE
BOD5 (mg/1)
% VOLATILE
COD (mg/1)
% VOLATILE
TKN (mg/1)
% SOLUBLE
P04-P (mg/1)
% SOLUBLE
120
270
60
190
-
203
10
110
240
70
210
33
430
35
30.5
72
8.5
56
120
220
70
265
-
503
9
85
230
80
290
46
570
46
29.5
71
8.7
76
 ALKALINITY           -        250        -        200
 (as mg/1
(1)    Facilities  Plan  Recommendations.
(2)    EIS  Recommendations.
(3)    For  average dry  weather  condition.
                          III-5

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results in a condition where the solids flux to the final
clarifiers is greater than the ability of the return sludge
system to remove these solids in the clarifier underflow
due to the poor settling characteristics of the filamentous
activated sludge.  Consequently, failure of the solids/
liquid separation system occurs due to elevated soluble
BOD5 in the raw wastewater.  It is not necessary to speci-
fically identify the filamentous organism to correct the
bulking problem; the control of the soluble carbohydrate
waste input to the activated sludge system will eliminate
the bulking condition.
3.2  MAINSTREAM TREATMENT RECOMMENDATIONS

     The Final EIS design concept recommendations for
mainstream treatment at the Jackson Pike and Southerly
facilities are identical to the recommendations of the
Draft EIS.  Moreover, the EIS recommended facilities are
essentially the same basic concept as recommended in the
Facilities Plan with one major exception:  one-stage bio-
logical treatment with Brewery pretreatment is recommended
at Southerly in lieu of the two-stage system proposed in
the Facilities Plan.  The EIS recommendations for both
plants will provide more reliable treatment and design flex-
ibility than those of the Facilities Plan, and at the same
time, are less costly.  The flow diagram of the recommended
facilities is shown in Figure III-l.  For detailed discussion
of the facilities refer to Volume III of the EIS.  The
following is a brief summary of the key aspects of the re-
commended facilities.
3.2.1  Interplant Considerations

     Given the average design flows projected for each facility
Jackson Pike does not have adequate hydraulic capacity
to handle the peak flow rates that can be expected.   However,
instead of expanding the Jackson Pike facilities, it is re-
commended that all flows to Jackson Pike that exceed the
peak capacity of the plant be diverted to the Southerly
plant through an existing 150 inch to 156 inch diameter
interconnecting sewer.  Southerly's excess hydraulic
capacity, with expansion of the influent and effluent pump-
ing stations (as discussed in a later section), will be
such that an additional 40 to 60 mgd of capacity will be
available to treat peak flows diverted form Jackson Pike.
The connecting sewer affords the system flexibility for the
total combined hydraulic capacity of both plants (430 mgd)
to be adquate to treat the combined peak flows expected
over the design period.
                          III-6

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               FIGURE III-l
             EIS Recommended
    Mainstream Treatment Concept
For Jackson  Pike and Southerly WWTF's
                  Bar  Racks ft Screen*

                  Grll Removal Facility

                  Pump Station

                  Preaeratlon ft Grll Removal

                  Primary Sedimentation

                  Pump Station*

                  Trickling Filters*

                  Intermediate Sedimentation*

                  Activated Sludge Aeration

                  Final Sedimentation

                  Pump Station

                  Effluent Filtration/ Backwash Surge
                                      Control

                  Chlorine Disinfection

                  Dechlorlnatlon

                  Post Aeration

                  Chemical Addition

                      * Not Applicable at Southerly
                  III-7

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3.2.2  Jackson Pike

     The EIS recommends essentially the same two stage wastewater treatment
concept as recommended in the Facilities Plan.  The EIS engineering
analysis developed Jackson Pike influent wastewater characteristics that
are similar to the characteristics developed in the Facilities Plan.
The EIS design concept considers optimization of the existing treatment
processes in the alternatives evaluated.  The results of the EIS engineering
analysis determined that either a single stage treatment process or the
removal of the intermediate sedimentation process necessitates expansion
of the existing aeration and final sedimentation capacities along with a
large increase in energy consumption.  Since the existing aeration and
sedimentation facilities are adequate after minor modifications, EIS
engineering analysis determined that it is cost-effective to construct
the first stage treatment facilities and modify the existing aeration and
sedimentation facilities.

     (1)  Trickling Filter

          A 50 percent reduction in the size of the first-stage,
     roughing trickling filter proposed in the Facilities Plan is
     recommended.  Expected organic removal efficiencies will decrease
     10 percent (from 75% removal to 65% removal), yet the design of
     of downstream activated sludge system is not significantly
     affected.  Further size reduction or elimination of the trickling
     filter, however, would necessitate increasing the aeration capacity
     of the activated sludge system.  The additional cost of construction
     and operation of aeration equipment and tankage and of additional
     final clarification does not justify the elimination of the
     trickling filter process.

     (2)  Intermediate Sedimentation

          An expansion of the intermediate sedimentation area is
     recommended to afford the flexibility of handling waste activated
     sludge should the plant operator elect to recycle waste activated
     sludge to the trickling filters for improved operation.

     (3)  Second-Stage Activated Sludge System

          The EIS recommendations for the activated sludge system are
     based on the concept of balanced design of aeration volume, clarification
     volume, and return sludge pumping capacity.  The system is optimized
     by trading off increased aeration volume for decreased clarification
     area and depth due to the dependence of clarifier design on solids
     loading in addition to surface overflow rates.  The results of applying
     the  balanced design concept  are that no expansion of the final
     clarifiers or sludge return  pumps is necessary given the existing
     aeration and clarification  volumes at the facility.  Moreover, a
     step-feed areation pattern  is  recommended to provide more flexible


                                  III-8

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      operation by maintaining reliable  nitrification while,
      at the  same time, reducing the  solids load on  the
      final clarifiers.   Finally, the EIS recommends examina-
      tion of alternative activated sludge oxygen dissolution
      systems to that proposed in the Facilities Plan during
      the design phase of the project.

      (4)  Chemical Addition

           The addition of multiple-point mainstream metal
      salt coagulant addition capability is recommended
      for phosphorous removal flexibility.  This includes
      addition at the influent to the  intermediate and  final
      clarifiers and to the raw sewage.

      (5)  Effluent Filtration

           The size of the proposed effluent filters should
      be increased to 80  to 85 percent of the plant's hydrau-
      lic capacity in order to reliably  meet the effluent
      limitations for BOD^ and suspended solids.

      (6)  Chlorination-Post Aeration-Dechlorination

           The EIS recommends a slight increase in the
      chlorine disinfection capability,  as well as the
      addition of post aeration and dechlorination processes
      downstream.  The addition of these two unit processes
      will eliminate the  potential for chlorine toxicity to
      aquatic life in the Scioto River and allow the plant
      to meet effluent fecal coliform and dissolved  oxygen
      concentration limits.
3.2.3  Southerly

       The EIS recommends a single stage wastewater process  in lieu of
   the two stage process recommended 1n the Facilities Plan.  The EIS
   engineering analysis developed Southerly influent wastewater characteristics
   that are significantly different from the characteristics  developed in the
   Facilities Plan.  The EIS design concept considers optimumization of the
   existing treatment processes in the alternatives evaluated.  The results
   of the EIS engineering analysis determined that minor modifications to
   the existing treatment processes and 5.2 million gallons of additional
   aeration capacity at Southerly will provide the necessary  wastewater
   treatment facilities to meet the NPDES permit with soluble BODs level
   reduction and flow equalization by the brewery.

       (1)  Load Reduction/Flow Equalization

            The recommendation is based on a cost-effectiveness
       analysis of four brewery pretreatment scenarios ranging from
       no pretreatment with two-stage biological treatment at
       Southerly to total on-site brewery
                             III-9

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Pretreatment with one-stage biological treatment at Southerly.
The analysis considered the capital and operating and maintenance
costs of both the brewery and Southerly treatment systems in  each
scenario.  Scenario 2—load reduction and  flow equalization of the
brewery waste discharge is the recommended cost-effective system.
TABLE III-3 summarizes the present worth costs for each of the four
brewery pretreatment scenarios.

      The Facilities Plan recommended  a pilot plant to
 evaluate the effectiveness of  the  proposed two-stage
 trickling filter/activated sludge  system at Southerly.
 With pretreatment of the brewery waste it is likely

 that the bulking problem will be eliminated.   The EIS does not
 recommend that a pilot plant study be conducted to evaluate
 mainstream biological treatment.

      The level of pretreatment  that the brewery  shall
 achieve in order  to be  consistent  with Scenario  2  is
 60 to  70 percent  removal of the  soluble oxygen demand
 associated with a total applied  influent load to  the
 brewery pretreatment system of  60,000 pounds of  BOD^
 per day.  This corresponds to  a  30-day average  soluble
 BODs removal of approximately  35,000  pounds per  day
 (see Table IV-1,  Volume III).  The EIS  recommends  flow
 equalization of the pretreated  brewery discharge  to
 provide less variation  in diurnal loads at  the Southerly
 plant.   The type  and design of  the wastewater treat-
 ment facilities to be used for  achieving this  level
 of load  reduction and flow  equalization is at the discreation  of the
 brewery  and their design engineers.

      The brewery  may well decide to implement a  pre-
 treatment system  with a higher  level  of removal,
 albeit  the EIS recommendation  is for  a level equal
 to Scenario 2.  Such a  decision on the part of  the
 brewery would be  influenced by the City-imposed  sewer-
 age system user charges on various levels of pretreated
 brewery waste.

     The City of Columbus has a U.S. EPA  approved Industrial Cost Recovery
(I.CR) system.  We would expect that the approved system will "accomodate
changes which may result from the EIS recommendation for brewery pre-
treatment.
                       111-10

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                          TABLE  III-3
           Cost Analysis  of  Brewery Waste  Treatment
       Scenarios for  the  Southerly  Treatment Facilities
             (Million of  Dollars, 1974/1975  Basis)
Pretreatment
Scenario
1. No pretreat-
ment^
2. Pretreatment
of soluble
BOD53
3. Pretreatment
of soluble
and particu-
late BOD53
4 . Pretreatment
to Southerly
NPDES Iimits3
Present Worth of Treatment Costs
Breweryl
0
5
12
27
Southerly WWTF
119
97
96
96
Total
119
102
108
123
1     Assumes load of 60,000 Ibs./day influent to brewery
      pretreatment facility.
2     Two-stage biological treatment at Southerly (trickling
      filter—activated sludge.
3     One-stage biological treatment at Southerly (i.e.,  trick-
      ling filter eliminated).
                            III-ll

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(2)  Pumping Station  Capacity

    The capacity of the  influent and effluent pumping stations at
the Southerly facilities  should  be increased to the cited hydraulic
capacity of the existing  facilities (230 mgd) concurrent with
utilization of the interconnecting sewer between the two plants.

(3)  Trickling  Filter and  Intermediate Sedimentation

     The roughing trickling filter and intermediate
sedimentation unit processes proposed in the Facili-
ties Plan are eliminated as a result of the EIS

recommendation for brewery load reduction and flow  equalization.
(4)  Activated  Sludge System

     The concept of balanced design of aeration and
sedimentation volumes also  forms the basis  for the
EIS recommendations for  the Southerly activated sludge
system.  The Facilities  Plan proposed addition of 5.2
million gallons of aeration volume is necessary, albeit
for a different purpose  than cited in the Facilities
Plan.  This added aeration  volume should be provided
so as to be completely committed to return  sludge aera-
tion.  This commitment insures successful   attain-
ment of a non-limiting mean cell residence  time tor
process control during cold weather operation.  As
with Jackson Pike, the proposed expansion of the final
clarifiers is not recommended given the expected aerator
solids loadings.  A revamping of the oxygen transfer
capacity of the activated  sludge system is  recommended
to correspond  to the  design oxygen demand loadings cal-
culated in the  Draft  EIS  (Volume III of this Final EIS).
Investigation of alternative, efficient oxygen transfer
systems is encouraged during the project's  design phase.

(5)  Chemical Addition

     The capability to add metal salt coagulant to
the raw wastewater and at  the influent to the final
clarifiers is recommended  for phosphorous removal
flexibility.

(6)  Effluent  Filtration

     The size  of the  effluent filters should be in-
creased and based on  80  to 85 percent of the 230 mgd
hydraulic capacity of the  plant.
                     111-12

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     (7)   Chlorination-Post Aeration-Dechlorination

          The addition of post aeration  and  dechlorination
     processes, and expansion of chlorine  disinfection capa-
     city is recommended to ameliorate the potential  for
     chlorine toxicity of the discharge  to river biota and
     to meet effluent limits for fecal coliform bacteria
     and dissolved oxygen.
3.2.4  Design Finalization Overview Team

     The establishment of a Design Finalization
Overview Team (DFOT) is recommended.  The DFOT should  be
comprised of individuals with expertise on the
treatment of wastewater characterized by a highly  soluble
organic component and on biological nitrification.   The
DFOT should be utilized by the City of Columbus during
the Step II Design phase of the projects as a separate but
integral part of the Value Engineering  (VE) team to review
and recommend the  finalized design parameters for both treatment
facilities. In recommending the design parameters for the
facilities recommended in the EIS, the DFOT must incorporate
the following:

          The results of the sewer system evaluation survey
           (SSES), a combined sewer overflow study,  and the
           combined  sewer  separation program currently being
          completed by the City.

          Any revisions to the effluent limitations con-
          tained in the NPDES permit as discussed  earlier.

          The mainstream treatment process impacts of  the
          sludge handling recommendations.

     The work of the DFOT is in addition to the work
normally required of a VE team during the design of a  pro-
ject having an estimated construction cost equal to or greater
than $10 million, exclusive of any sanitary sewer  costs. As
part of the Columbus VE team, the DFOT is grant eligible.
3.2.5  Independent Review Results
      Region 5  hacj two independent technical  reviews  of  the
EIS mainstream treatment recommendations prepared.   One was
prepared by a private contractor, Energy and Environmental
Analysis, Inc.  The Municipal Environmental  Research
                          111-13

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Laboratory of U.S. EPA's  Office of  Research and Develop-
ment prepared the other review.  The  following are  summaries
of the  results of these reviews.

      (1)   Energy and Environmental  Analysis, Inc.

           This report  assessed the  suitability, reliability,
     and  environmental issues associated with the EIS recom-
     mended facilities for Jackson  Pike and Southerly, and
     evaluated the impact of these  findings on the  Cost-
     effectiveness Analysis.  The report concluded  that
     scenario 2,3 or 4 for Southerly  should operate relia-
     bly  to comply with the Draft EIS NPDES requirements,
     and  that implementation of Scenario 1 could result in
     continued filamentous growth problems that jeopardize
     reliable operations  and compliance with treatment re-
     quirements.  Futher, Scenario  2  (the EIS recommenda-
     tion)  was found to be the most cost-effective  and tech-
     nically preferable of the brewery pretreatment scenarios
     at Southerly.  The report also recommends regulation
     of the brewery waste discharge for flow and load equali-
     zation by limiting the capacity  of discharge pumps from
     the  equalization  tanks at the  brewery.  A copy of the
     entire report is  presented in  Volume II of the EIS.

      (2)   U.S. EPA Municipal Environmental Research
           LABORATORY (MERL)
        MERL reviewed the  process  design for the Southerly Treatment
    Plant  in relation to the selected brewery pretreatment Scenario 2
    and the treatment requirements  for Southerly, and  found the  activated
    sludge aeration concept appropriate for the Southerly wastewater
    facilities.   This configuration would provide operational  flexibi-
    lity to meet the intermittent nitrification requirement, provide
    energy savings during the non-nitrification season, assist in
    controlling solids flux to the clarifiers, and provide control of
    bulking sludges.  MERL  agreed with the EIS recommendations for
    final  clarifier sizing  in terms of the surface overflow rates
    and solids flux, and the EIS provision for reaeration of the
    return sludge not only  to assist  in maintaining a  high mean cell
    residence time but to improve slude settleability, as well.  Over-
    all, the EIS recommendations result in improved treatment process
    flexibility.
                           Ill-14

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         The only reservation concerned the solids handling capability
     of the primary sedimentation facilities to handle the  sloughed solids
     from the brewery pretreatment system in addition to the chemically
     precipitated and coagulated raw wastewater solids due  to phosphorous
     control.  MERL's  analysis is found in Volume  II,  appendix  BB.
3.2.6  Pilot Plant

     The Facilities Plan recommended large scale pilot
plant construction  at  Southerly and Jackson Pike to confirm
the design criteria and establish process effectiveness.
The Draft EIS recommended pilot studies for oxygen dissolu-
tion and solids thickening at the Jackson Pike plant.  No
large scale piloting was recommended.  The final EIS  retains
the recommendations of the Draft EIS and is supported by both independent
reviews.

3.3  SLUDGE HANDLING AND DISPOSAL RECOMMENDATIONS

     The Final EIS  recommendations for sludge handling and
disposal retain the basic concept proposed in the Facilities
Plans with some reduction in  capacity of the recommended
units and one minor process change.   Of particular note,
however, is that the recommendations are of an interim
nature and that further investigation of alternative  long-
term sludge disposal methods  should be pursued at the same
time the interim systems, sludge incineration at both Jackson
Pike and Southerly,  are being implemented.  With the  ultimate
implementation of the  selected alternative disposal methods
preferably one which utilizes the resource value of sewage
sludge, the interim incineration facilities would be  rele-
gated to standby, or back-up, status.

     The basis for  the EIS recommendation is a primary air
impact analysis conducted by  U.S. EPA with the support of
the Ohio EPA.  This analysis  consisted of air quality model-
ling work completed by Ohio EPA, a U.S. EPA review of the
modelling work, and a  U.S. EPA assessment of the Clean Air
Act requirements for non-attainment areas.  Further dis-
cussion of the results of this analysis is presented  later
in this chapter.

     The flow diagram  for the recommended sludge handling
and disposal facilities is shown in Figure III-2.  The follow-
ing is a brief summary of the key aspects of the EIS  recom-
mendations.  Detailed  discussions of the recommended  sludge
                          111-15

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                   FIGURE III-2
                 EIS Recommended
   Sludge  Handling  and  Disposal Concept
   For Jackson Pike and Southerly  WWTF's
Secondary
  Solids  '
                               Primary
                                Solids
Thickening


Thermal Conditioning


Firs) Stage Anaerobic
     Digestion
Second Stage
Anaerobic Digestion
Decanting


Storage


Dewaterlng


Incineration



Ash Lagoons



Chemical  Aid
                 ^Southerly
                    only
                 -Potential
                  use at
                  Jackson
                  Pike  only
                        Uncontrolled
                        Return  to
                        Main Stream
                        Treatment
              Controlled
              Return to Main Stream
              Treatment
                      111-16

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handling  and disposal facilities are presented  in Volume III
of this EIS.
3.3.1  Jackson Pike

     The  unit processes which  comprise the recommended
sludge handling and disposal concept for Jackson Pike are:

           Secondary solids  thickening
           Thermal conditioning
           Anaerobic digestion,  decanting, and  storage
           Dewatering and incineration (interim).


     It is recommended that waste solids from the intermediate and final
clarifiers be thickened by 12 centrifuges, a 33  percent reduction from
the 18 proposed in the Facilities Plan.
     Future flexibility considerations and present dissatisfaction with
the performance of the thermal conditioners point towards continued
testing of a chemical conditioning—belt press  system as a future
alternative to thermal conditioning for the production of an autogenous
sludge cake. Thermal conditioning cculd even be abandoned in favor
of this new method sometime in the future depending on advances  in
belt press dewatering technology.
     The EIS  recommends against the design and  construction
of an isolated aerobic activated sludge system  for the
decanted liquors from the thermal conditioning  process as
proposed in the Facilities Plan.   There is enough mainstream
treatment  capacity to handle  the programed return of equalized,
thermally  conditioned sludge  liquors.

     Optimum  utilization of the existing anaerobic digestion,
decanting, and sludge storage facilities is recommended.  Most
of these facilities are currently being used only for storage;
the EIS recommends that they  be evaluated for rehabilitation
and more effective use, such  as anaerabic stabilization of the
thermally  conditioned sludge.   Additionally, the EIS recommends
                           111-17

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that the existing decanting  tanks  at Jackson Pike be used
to thicken primary sludge  prior  to dewatering and incinera-
tion.

     A total of nine dewatering  centrifuges and two operable
sludge incinerators is  recommended at Jackson Pike, The two
incinerators, either new or rehabilitated,  'in concert with an immediate
landfill capability, can be used as  the main method of sludge handling
during the interim period.   The recommended incineration facilities must
obtain emission offsets and apply Lowest Achievable Emission Rate (LAER)
technology  (0.65 Ibs. of particulates per ton of sludge
burned).  After implementation of  the final selected alter-
native sludge treatment and  disposal method, the incinera-
tors can be used for standby sludge disposal.  This recom-
mendation differs from  that  of the Draft EIS which called
for a total of three incinerators  at Jackson Pike.

     Ash from the sludge incinerators is recommended for
landfill disposal.  Also,  the  sludge lagoons presently
being used for sludge disposal should be abandoned  after
implementation of the recommended  sludge handling and dis-
posal scheme.
3.3.2  Southerly

     The unit processes  which comprise the recommended
sludge handling and disposal  concept for Southerly are:

          Waste activated sludge thickening
          Thermal  conditioning
          Anaerobic digestion, decanting, and storage
          Dewatering  and incineration (interim).

     The EIS recommends  that  the existing dissolved air
flotation units be utilized for thickening of the waste
activated sludge.  These facilities are adequate and no
additional thickening equipment is necessary.

     Thickened waste  activated sludge will be thermally
conditioned by the existing units.  These units are of
sufficient capacity and  there is no need for the additional
thermal conditioning  unit proposed in the Facilities Plan.
As the EIS recommended for Jackson Pike, future abandonment
of the thermal conditioners in lieu of new technology for
autogenous sludge  cake production is also an option at
Southerly.  Moreover,  construction of an isolated aerobic
activated sludige  system for treatment of the thermally
conditioned sludge liquors is not recommended.  Adequate
                          111-18

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mainstream capacity exists for treatment of the programmed
return of these liquors.

     The existing anaerobic digestion, decanting, and  sludge
storage facilities should be optimally utilized.  For  Southerly,
this involves using the limited digester capacity to treat a
portion of the thermally conditioned sludge and the decant-
ing tanks to thicken and store thermally conditioned sludge
not digested.

     The EIS recommends installation of eight dewatering
centrifuges and two operable sludge incinerators at Southerly.
The eight recommended centrifuges are one less than the nine
recommended in the Facilities Plan.  They are intended to
replace the existing vacuum filters.  The constraints  on the
use of the incinerators for Southerly are the same as  those
described' for Jackson Pike.  Incineration is intended  as an
interim sludge disposal method which, upon implementation
of an alternative disposal technique, will become a backup
system.  Emission offsets must be obtained to operate  the
incinerators and LAER technology must be used.  Incinerator
ash is  recommended for landfill disposal.


3.3.4  Sludge Force Main

     The EIS  has determined that it is not cost-effective for the sludge
 to be made operational at this  time.
3.3.5  Additional Studies

     U.S. EPA encourages the City of Columbus to continue
its attempts to investigate and implement alternative
sludge disposal methods to incineration.  These include
continuation of a large scale land application demonstra-
tion project with the Franklin County Farm Bureau, and the
contacting of strip mine owners who have expressed interest
in mined land reclamation projects.

     The EIS recommends that additional facilities planning
be conducted to investigate alternative sludge handling
and disposal methods to meet the City of Columbus long term
needs.  Alternatives to be evaluated include, but are not
limited to, strip mine reclamation projects, composting,
sludge application to agricultural land for use as a nutri-
ent supplement and soil conditioner, and co-disposal with
                          111-19

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refuse at the proposed coal-fired municipal power plant adjacent
to Jackson Pike.  The alternatives can consider the existing and
interim sludge handling processes as a backup method of sludge
disposal in the .final program.

     Concerns were raised that trace amounts of chlorinated benzenes
may impact the disposal of the sludge on agricultural lands.  Trace
amounts of chlorinated organic substances are a potential environ-
mental concern in any land-based sludge disposal scheme.  An analysis
of Columbus0 sludge by U.S.  EPA°s Plant Biology Laboratory in
Beltsville, Maryland conducted in August, 1978 concluded that the
chlorinated benzene compounds identified in the sludge did not
adversely affect the germination and seedling development of corn
and soybeans.  The Columbus, Ohio sludges were found to contain
an unidentified growth inhibiting agent which may be detrimental
to the normal growth and development of corn and soybeans.  There
are some data showing that sludge can retard seed germination and
early plant growth.  However, most of these growth retardation cases
have occurred at sludge application rates higher than those recommended
here.  The retardation is thought to be caused by a high concentration
of soluble salts and/or high ammonia contents.  These problems can be
further reduced by applying the sludge 2 to 3 weeks before planting,
by thorough mixing of the sludge in the tilled soil layer, or by a
thorough irrigation prior to planting.  In the humid regions of the
U.S., the problem will also be potentially less severe than in the
more arid non-irrigated regions.  Further analysis of the sludge for
growth inhibiting or toxic substances that could accumulate in or
on crops by uptake mechanisms may be conducted as part of the
additional sludge facilities planning to be performed by the City
so that the potential public health consequences can be accurately
identified.

3.4   SUMMARY OF COST ANALYSIS

      Table III-4 compares the costs of the  EIS  recommendations  and the
original Facilities  Plan proposed project.   It  is  important to  note  that
costs  shown  in  1974-1975 dollars and more  accurately reflect  the  relative
differences  between  the projects rather than  actural costs.   For  a more
detailed breakdown of costs refer to Tables  V-5 and V-6  in  Volume  III
of this  EIS.
                                  111-20

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                        TABLE III-4
             Project Cost Comparison Summary
              (Millions of 1974-1975 Dollars)
Jackson Pike
     Capital
  -  Operating

Southerly
     Capital
     Operating
                       Facilities Plan
 92.6
  5.68


 66.4
  5.54
                    EIS
               Recommendations
 70.2
  5.45


 36.0
  4.92
Combined Total
  -  Capital
     Operating
159.0
 11.22
106.8
 10.37
                          111-21

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IV.  IMPACTS

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                           IV.   IMPACTS


     The environmental  impacts associated with the construction of the
 recommended regional  interceptor  sewers and wastewater treatment facilities'
 improvements were discussed in the Draft EIS which in Volume III of this
 Final EIS.  The primary impacts of interceptor construction are presented
 in Chapter III of that  Volume, primary impacts of the recommended wastewater
 treatment facilities  in Chapter VI, and secondary impacts of the total
 system in Chapter VII of Volume III.  Some additional issues have been
 identified since the  preparation  and circulation of the Draft EIS for which
 impacts had not been  addressed in the Draft EIS.  The purpose of this
 chapter is to identify  and discuss these additional  environmental impacts.
 They are:


           Impacts  associated  with  brewery pretreatment

           Primary  air quality impacts  due to sludge incineration

           Secondary  air quality  impacts

           Impacts  of alternative  sludqe disposal  options

           Water quality impacts  of the wastewater discharges
           on the Scioto River.
•mere  has  also been  concern over  the  impacts of  sewer construc-
tion through parks funded by the  Land and Water  Conservation
Fund Act.   This is discussed separately in Chapter II of this  Volume,


4.1  ENVIRONMENTAL IMPACTS OF BREWERY PRETREATMENT

     There are three environmental  issues that arise as a  result
of brewery pretreatment  of their  high strength carbohydrate
wastewaters:

           Potential  odor at the proposed pretreatment site

           Potential  odor and corrosion in the sewers carrying
           the pretreated waste

           Increased  explosion risk  resulting from proposed
           brewery pretreatment.
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4.1.1  Potential Odor at the Pretreatment Site

     Due  to  the high levels of  BOD5 in brewery wastes (4000
mg/1)  excessive odors are  likely where the pretreatment
system has a limited oxygen transfer  capability, such as a
plastic media trickling filter.   Odors result predominantly
from microbially mediated  production  of hydrogen sulfide from
sulfates  in  the water under anoxic  conditions in the  reactor.
Odors  can be mitigated by  adjustment  of wastewater  pH to
8 or above,  thereby shifting the reduced sulfur equilibrium to
soluble HS~  and S~ irons.  Covering the trickling filter
coupled with ozonation of  the vented  air, also serves to
control odors.
4.1.2  Potential Odor and Corrosion in the Sewers

     By  conversion of soluble  organic compounds into  more complex
bacterial  and/or fungal solids,  a  biological pretreatment system
at the brewery will actually serve to decrease potential  odor and corrosion
problems in  the sewer carrying these wastewaters.  At worst, odor and
corrosion  problems will be no more than present under current conditions,
since the  same amount  of odor and corrosion producing sulfur compounds
exist in the wastewater with or without brewery pretreatment.
4.1.3   Increased Explosion Risk

     There should be no  increase  in the explosion  risk over
existing  conditions in the sewers with implementation of brewery
pretreatment.   The pretreatment may even mitigate  any explosion
risk that may exist.  Explosions  are caused by  the microbial
production of methane gas from  organic compounds.   The produc-
tion of methane from the soluble  carbohydrate waste by the
slow-growing methane bacteria would occur more  readily than
would  methane production from the bacterial solids generated by
pretreatment.


4.2  PRIMARY AIR QUALITY IMPACTS  OF SLUDGE INCINERATION

     In an area subject to requirements for non-attainment  or prevention
 of significant deterioration Section 316 of the Clean Air Act, as  amended,
 gives the  U.S. Environmental Protection Agency the authority to withhold,
 condition, or restrict construction grants.  There is
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 not an  EPA-approved  plan for dealing with  air  pollution  that is
 reasonably anticipated  to result  either directly or indirectly
 from proposed new  sewage treatment capacity  [316(b)].

     It  is U.S. EPA's  position that new wastewater  treatment  facilities
must minimize emissions in nonattainment  areas.   If land application of
sludge  is feasible, then no  new pollution from sewage sludge  incinerators
in a nonattainment area will  be financed  by U.S.  EPA.  where  sludge
incinerators are used, emission offsets must be  obtained and  Lowest
Achievable Emission Rate (LAER) technology applies  in nonattainment
areas.

      Columbus, Ohio  is  a nonattainment area  for particulate
 matter  and sulfur  dioxide.  Thus,  with regard  to operation of
 new and  rehabilitated  sludge incinerators  at  the Columbus, Ohio,
 Jackson  Pike and Southerly sewage  treatment  plants, U.S.  EPA
 finds  that the LAER  be  set at  0.65 pounds   of  particulates per
 ton of  dry solids  processed.  Moreover, given  the emission
 levels  that occur  from  sludge incinerators even with lowest
 available  technology,  U.S. EPA'  finds that  using incineration as a
 primary  sludge disposal method  for large cities, in areas which
 are nonattainment  for  particulate  matter,  should be minimized,
 and where  possiblefi phased out completely.

      As  far as possible, sludge management programs should focus
 on   recycling  options  through  land  reclamation of strip  mined
 lands,  compo'sting, and  land application to  farmland as a
 fertilizer supplement.

     USEPA recognizes that Columbus has an  immediate  problem of  sludge disposal
and that  recycling alternatives take some time to get underway.  We will
fund  and permit a total of two sludge incinerators  (new  or rehabilitated)
at Jackson Pike and Southerly with  the provison that the City of  Columbus
maximize their efforts to develop acceptable reclamation,  composting
and land application programs in lieu of incinerating  sludge.  When
the two rehabilitated or new incinerators at each STP  are  operational
U.S.EPA will  review the need for a  third incinerator at  each STP  vs.
other sludge  options of land application, composting and land reclamation
in conjunction with other environmental impacts.
      If resource recovery schemes prove viable,  the sludge
 incinerators  shall be  used as standby-back up  facilities
 only.
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4.3  SECONDARY  AIR QUALITY IMPACTS

    The secondary air quality impacts of the construction of community
sewerage systems may  be considered as two distinct issues.  The first
concerns the  impacts  resulting from the induced growth that the construction
of sanitary sewer may cause.  However, since the secondary impact analysis
in the Draft  EIS concluded that the population increase in Franklin County
between 1975  and 2000 is likely to be similar with or without the
construction  of the proposed  interceptor sewer, there are no added secondary
air quality impacts that can  be ascribed to the absolute growth aspects
of the projects.


     The  second issue concerns the  impacts due to  the  differences
in the distribution of the population growth patterns  that occur
as a result of  the construction of  the  EIS proposed sewer
phasing program as compared  to the original  Facilities Plan
construction program.  For example, a more dispersed  distribution
may result  in more vehicle miles  traveled as people must travel
further to  utilize services;  consequently more air pollutants
are generated.

     As discussed  in the Draft EIS,  the  recommended interceptor
construction program will result  in an  "infill"  population
distribution pattern, whereas  the  Facilities Plan  proposal as
well as the no-action alternative,  result in an  "urban sprawl"
distribution pattern.  An analysis  of the air pollution
emissions of total suspended  particulates (TSP)  and non-methane
hydrocarbons (HO  correspondinq  to the two population  crrnwth
patterns for  the year 2000 concluded that on a County-wide basis (see
Appendix FF):
          There is no significant  difference in  the HC  emis-
          sions between  the  two growth  patterns.

          The TSP emissions are not likely to vary significantly
           under the two growth patterns.

          The  effect of  one growth  pattern relative to  the
          other on the attainment  of ambient air  quality
          standards for  photochemical oxidants and TSP's
          would not differ significantly.


4.4  IMPACTS OF ALTERNATIVE SLUDGE  DISPOSAL OPTIONS

     The  sludge recycling programs, such as  land  reclamation,
composting, and land application,  recommended in  this  EIS for
the City  of Columbus as  the  preferred long-term  sludge manage-
ment schemes to incineration  are  not without potential  adverse
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environmental consequences;  albeit the  provision of environmental
benefits are afforded  by  the resource utilization of the sludge.
There are concerns associated with the  introduction of pathogens,
heavy metals, and organic  chemicals into the environment and
their potential  intake by humans  through direct contact and in-
gestion of contaminated water or  food.   The recycling of sludge
back onto the land can present a  public  health threat because it introduces
pathogens, metals, and organics directly into  soils with the potential
for contamination of both  the human food chain and drinking water.


     Inorganic  and organic nitrogen in  sludge disposed on  re-
claimed land may be leached  into  underlying groundwater which
may serve as a  drinking water source for nearby residents.  Un-
safe levels of  nitrates could build up  in these water supplies.
Application of  sludge  to  agricultural land introduces a wide
variety of metals into the soil  system.  Cadmium  is a metal
of particular concern  because it  can be taken up by plants
and enters the  human food  chain  in concentrations that might
pose a hazard to human health.   Although sludge composting is
an effective sludge disinfection  process, there still remains
a finite, if small, risk  of  disease transmission  through the
compost product.  If contaminated  compost is marketed to home-
owners or used  by nurserymen and  greenhouse operators, a large
number of people could be exposed  to a  potential public health
threat.

     Detailed consideration  of  the impacts associated with
alternative sludge disposal  methods should be addressed in the
additional sludge handling and  disposal facilities planning
recommended in  this EIS.
4.5  WATER QUALITY  IMPACTS  ON  THE  SCIOTO RIVER

     The upgrading  of  the Jackson  Pike and Southerly wastewater
treatment plants to  the  effluent limits contained in the NPDES
permits will  improve the dissolved oxygen (D.O.) conditions in
the Scioto immensely,  as compared  to existing conditions, even
though violations of the 5.0 mg/1  D.O. standard  may still occur
during certain  critical summer and winter  low flow conditions.
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     In addition to overall improvement in River dissolved oxygen
conditions, the EIS treatment facilities' upgrading recommenda-
tions will result in the elimination of effluent residual chlor-
ine discharges to the River.  This, in turn, eliminates the
potential for chlorine toxicity to aquatic life below the
d ischarges.

     Finally, the removal of phosphorous at each of the treat-
ment plants to levels of 1.0 mg/1  (P04 as P) in the discharge
will substantially diminish the potential for development of
nuisance growths of algae or other aquatic plants  in the River
and the undesireable effects they  impart (unpleasant tastes and
odors, contribution to eutrophication).
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