United States
             Environmental Protection
             Agency
Region 5
Water Division
230 South Dearborn Street
Chicago. Illinois 60604
January 1988
                                           905R88109
          Evaluation of Predicted  and
          Actual Impacts of Construction
          Grants  Projects  in Three River
          Basins of Region V
                                   £5 Saginaw River Basin
                                       s.
                                   a? Naumee River Basin j
Lower Portion of Upper Mississippi River Basin'^"jj

-------
       EVALUATION OF PREDICTED AND ACTUAL IMPACTS
OF CONSTRUCTION GRANTS PROJECTS IN THREE RIVER BASINS OF
                        REGION V
                      JANUARY 1988
                      Prepared by:

     United States Environmental Protection Agency
                        Region V
            Environmental Planning Section
               230 South Dearborn Street
               Chicago, Illinois  60604

                         and

     Science Applications International Corporation
                  8400 Westpark Drive
                McLean, Virginia  22102

-------
                                  ABSTRACT





This investigation compares environmental  predictions, obtained from National



Environmental  Policy Act (NEPA) decision documents from 1975 to 1982,  concern-



ing the impacts of Construction Grants projects, against the actual  impacts



observed during site visits conducted in 1985.   Forty-four projects  located



in three river basins of USEPA Region V were evaluated.  These projects



accounted for a total of 649 environmental  predictions.  These predictions



are categorized into four groups: 1) as predicted or better than predicted;



2) prediction not sustained; 3) not an issue;  and 4) conclusion now  would  be



premature.  An analysis of these predictions revealed the following:





- The study results find 21% of all predictions were quantitative, while 79%



  were qualitative.





- The study finds 412 or 63.5% of the predictions were "as predicted  or better



  than predicted."





- The study finds that both quantitative and qualitative predictions  were



  greater than 60% "as predicted or better  than predicted" and suggests that



  both quantitative and qualitative predictions can be useful  when evaluating



  the same environmental issue.





- The study supports a minimum accuracy rate for NEPA predictions of 80% and



  a potentially higher accuracy rate of 94%, depending upon the outcome of



  various long-range predictions which can  be  best evaluated after 20 years



  has elapsed.
                                    11

-------
                                TABLE OF CONTENTS


                                                                           Page
      Title Page                                                            i
      Abstract                                                              ii
      Table of Contents                                                     ii i
      List of Figures                                                       iv
      List of Tables                                                        v

  I.  Purpose of Study                                                      1

 II.  Introduction and Background                                           1

III.  Methods                                                               4

      A.  Sample Selection for the Study                                    6
      B.  Data Gathering Activities                                        10
      C.  Data Processing and Analysis Activities                          11

 IV.  Results and Discussion                                               13

      A.  Overview of Predictions                                          13

          1.  Predictions Present or Implied                               13

          2.  Quantitative vs. Qualitative Predictions                      17

          3.  Accuracy Classification of Predictions                       20

              a.  Accuracy Classification of Qualitative and Quantitative   23
                  Predictions

              b.  Accuracy Classification by Issue                          26

              c.  Accuracy Classification by River  Basin                   30

      B.  Effectiveness in Making Accurate Predictions                      33

  V.  Conclusions •                                                          36

 VI.  Recommendations                                                   .   37

VII.  Further Studies                                                      38


      Appendix A -  Results and Discussion for Each  Issue

      Appendix B -  Federal Statutes Pertinent to  Environmental  Review  of Construction
                   Grants Projects

      Note:   Complete data base is available upon request from  USEPA-Region  V.
                                       n i

-------
                              LIST OF FIGURES
Number            Title                                            Page

  1               Monitoring and Evaluation Flowchart                5
  2               Locations of the Saginaw, Maumee and Lower         8
                  Portion of the Upper Mississippi River Basins
  3               Percentage of Impact Predictions Present in       16
                  NEPA Documents for Each Year of Study
  4               Quantitative and Qualitative Predictions          18
  5               Accuracy Classification of Quantitative and       25
                  Qualitative Predictions
  6               Probability of Making on Inaccurate Prediction     29
  7               Accuracy Classification By River Basin            31
  8               Overall  Accuracy of Predictions                   33

  A-l             Accuracy Classification of Water Quality         A-l
                  Predictions
  A-2             Accuracy Classification of Wetlands              A-3
                  Predictions
  A-3             Accuracy Classification of Floodplain            A-5
                  Predictions
  A-4             Accuracy Classification of Biota Predictions      A-6
  A-5             Accuracy Classification of Socioeconomic         A-7
                  Predictions
  A-6             Accuracy Classification of Agriculture           A-ll
                  Predictions
  A-7             Accuracy Classification of Physical  Environment   A-13
                  Predictions
  A-8             Accuracy Classification of Cultural  Resource      A-14
                  Predictions
  A-9             Accuracy Classification of Solid Waste           A-15
                  Predictions
  A-10   '         Accuracy Classification of Energy Predictions    A-16
  A-ll            Accuracy Classification of Air Quality           A-17
                  Predictions
  A-12            Accuracy Classification of Other/Recreation      A-18
                  Predictions
                                   IV

-------
                                LIST OF TABLES


Number             Title                                                   Page

  1                List of Projects for Study                                9
  2                NEPA Document By Year for Each River Basin               10
  3                Prediction Present or Implied Per Issue                  15
  4                Count of Quantitative vs. Qualitative Predictions        19
                   Per Issue Per Year
  5                Examples of Predictions                                  20
  6                Accuracy Classification of Quantitative and              24
                   Qualitative Predictions
  7                Quantitative and Qualitative Predictions by Accuracy     26
                   Classification
  8                Accuracy Classification of Predictions Per Issue         27
  9                Accuracy Classification of Predictions By River Basin     30

  A-l              Accuracy Classification of Water Quality Sub-issues       A-2
  A-2              Accuracy Classification of Predictions for Socioeconomic A-8
                   Sub-issues
  B-l              Federal  Regulations in Effect                            8-2
  B-2              Federal  Regulations Affecting the Implementation         B-4
                   of NEPA in the Construction Grants Program
  B-3              Relevant Guidance Documents on Environmental  Impact       B-ll
                   Predictions and Review for Construction Grant
                   Projects, 1975-1982

-------
 I.  PURPOSE OF STUDY



     The purpose of this study is to assess the effectiveness  of the United



     States Environmental  Protection Agency (USEPA)  Region V review  processes



     required under the National  Environmental  Policy  Act  (NEPA) in  predicting



     the environmental  impacts of Federal  Construction Grants  projects  for



     wastewater treatment  facilities.   This study  uses a  sample of environmental



     predictions obtained  from 44 NEPA actions  dated between 1975 and  1982.



     These predictions, concerning the effects  of  construction and operation



     of Construction Grants  projects were  then  compared to actual impacts



     observed during site  visits  conducted in  1985.





II.  INTRODUCTION AND BACKGROUND



     The enactment of the  National Environmental Policy Act (NEPA),  in  1969,



     provided for the development of a process  by  which Federal  agencies were



     required to assess the  environmental  impacts  of their actions.   In addi-



     tion, the Council  on  Environmental  Quality has  established  regulations



     (40 CFR Part 1500-1508)  to guide  Federal agencies in  determinations of



     whether Federal funds or approvals  would involve  a project  that could



     significantly affect  the environment.   USEPA  has  the  environmental review



     responsibility for the  funding and  construction of a  wastewater treatment



     plant as defined in 40  CFR Part 6 (Implementation of  the  National



     Environmental Policy  Act).





     Throughout the 1970's,  environmental  impact assessment  methodologies were



     refined, areas of  concern expanded  and environmental  data  bases accumulated.

-------
                                   -2-
Also, the intensiveness with which certain environmental  issues  were evaluated
changed with the passage of specific Federal  legislation  or requirements
such as those relating to wetlands and floodplains.   Appendix B  provides  a
list of statutes and regulations pertinent to NEPA review.

The Federal  Water Pollution Control  Act (FWPCA,  Public Law  92-500),  as
amended by the Clean Water Act of 1977 (CWA,  Public  Law 95-217), established
a uniform, nationwide water pollution control  program under which all State
water quality programs operate.  Section 201  of  the  Act established  Federal
criteria and funding for the development of wastewater management plans to
achieve the goals of the Act.  Funding is provided to municipalities via
the Municipal Wastewater Treatment Construction  Grants Program,  which is
administered by USEPA.

the USEPA Construction Grants Program defined requirements  for the faci-
lities planning process.  The Facility Plan (FP) prepared by a municipality
must include an Environmental Information Document (EID)  which addresses
the environmental impacts of the various alternatives.  Following review
of a FP and prior to award of a Step 3 grant,  the NEPA review is required.
Based on the NEPA review, a preliminary decision document is issued  for
public comment.  The process and responsibilities for the FP/EID and NEPA
reviews have changed over the years.

In 1978 USEPA began delegation, a process by  which many of  the administrative
functions of the Construction Grants Program  were turned  over to the State
agencies.  Prior to delegation USEPA had primary responsibility  for  facility

-------
                                   -3-



plan reviews.  If after the review it was determined that a project would



not significantly impact the environment and that the more detailed Environ-



mental Impact Statement (EIS) was not needed, USEPA would complete its



NEPA review by issuing a negative declaration (negative dec).   These



documents were often extremely brief since USEPA conducted the full  FP



review and would therefore only need to document USEPA's decision that the



project would have no significant impact on the environment and that it



could proceed without an EIS.





USEPA, as the oversight agency for the Construction Grants Program has always



maintained final NEPA authority.  However, in many cases where the facilities



plan review has been delegated, detailed reviews are accomplished at the



State level where a preliminary environmental assessment (EA)  is prepared.



Currently, USEPA's responsibility is carried out based mainly  on its review



of an EA.  The Agency will  then determine if an EIS or a Finding of No



Significant Impact (FNSI)  is needed.  The FNSI has since replaced the



negative dec as USEPA's formal NEPA action.  USEPA supplies the FNSI and  an



attached EA for issuance to the public for comment.  If no substantive



comments emerge to cause a change of plans, the preliminary actions  become



final after 30 days.



As part of an evaluation of program effectiveness of the Construction Grants



Program and NEPA in restoring the quality of the nation's waters and in



protecting the environment, USEPA-Region V undertook a program to evaluate



the accuracy of impact predictions made in NEPA documents.   After some  re-



search it was determined that a standardized methodology would be valuable.

-------
                                         -4-


III.   METHODS

      A methodology for carrying out  such an  evaluation  was  developed  in A_

      Manual  for Evaluating Predicted and Actual  Impacts  of  Construction Grants

      Projects.   The Manual, prepared for USEPA  by ESEI/  Ecolsciences  of South

      Bend, Indiana, was designed for use in  evaluating  the  accuracy of predicted

      impacts for a single project,  a group of projects,  or  an  entire  program.

      A flow chart from the Manual  (Figure 1)  shows the  process of  evaluating

      the accuracy and effectiveness  of the environmental  impact assessment

      system established by NEPA.


      The Manual focused on the twelve environmental  issues  outlined in 40  CFR

      Part fi as  necessary to consider during  a NEPA review.   Also identified

      were several sub-issues for better clarification of the issue being

      addressed.  The issues and sub-issues used  for this study are as follows:

          1.  Water Quality
                - Surface Water
                - Groundwater

          ?..  Wetlands

          3.  Floodplains

          4.  Biota
                -Terrestrial
                -Aquatic
                -Rare, Endangered, or Threatened

          5.  Socioeconomic
                -Population
                -Land-Use
                -Employment
                -Property Values
                -User Charges
                -Secondary Hevelopment

-------
                              -5-
           IVIonitoring &  Evaluation Flowchart
                        c
                           EPA Headquatara


  Promulgations
  SMA*

                         Regional Monitoring &
                         Evaluation Coordination
                                                   L
s
4

£

1
         0oci«ion»
        Social
        feonomic
         Indicator*
                            Data Gathering
     Quality
     Control
                   (•«
                   i

                                                   Decisions
Air Quality
thru
Watar Quality
                                                   Parameters
                          Data Processing

                                                                    A

                                                                    e
                                                                    o
                                                                    «
                                                                    y


                                                                    2
                                                                    e
                          Figure 1
Source:  A Manual for Evaluating Predicted and Actual Impacts of Construction
Grants Projects. EPA Region V Wat«r Divi3ion. J>r«p«r^ Ky

-------
                                       -6-

        6.  Agriculture

        7.  Physical  Environment
              -Climate
              -Topography
              -Soils

        8.  Cultural  Resources

        9.  Solid Waste
              -Sludge
              -Spoil  Disposal

       10.  Energy

       11.  Ai r Quality

       12.  Other Issues
              -Recreation


    It was the intent of the Manual  to develop a methodology which  determines

    the accuracy with which planning and environmental  review documents  (NEPA

    documents)  assessed predicted environmental  effects of the Construction

    Grants projects.


    This study utilized the Manual  to assess the effectiveness of the environ-

    mental review process by comparing predictions concerning environmental

    effects of Construction Grants projects in Region V with actual  impacts

    observed during visits to project sites.


A.  Sample Selection for the Study

    In order to evaluate the accuracy of predictions made in Region V, a

    sample of NEPA documents had to be selected which would be manageable

    and representative of a regional profile.   Potential  choices for a

-------
                                   -7-
regional profile include using geographical  boundaries such as States,
county, or river basins.  Three river basins chosen for this study
include: the Saginaw River Basin of Michigan, the Maumee River Basin  of
Ohio and Indiana, and the Lower Portion of the Upper Mississippi  River
Basin of Wisconsin and Minnesota (Figure 2).

These three geographical areas were plotted  in the STORET data base by
latitudinal and longitudinal  coordinates and then redefined in GIGS (Grants
Information and Control System), the computer data base of the Construc-
tion Grants Program.  Hundreds of projects were identified by GICS at var-
ious stages of administration and physical completion.  The number of pro-
jects was reduced to a smaller and more cost-manageable sample size,  yet
was still large enough to represent a regional  profile.  GICS was used
to provide a list of seventy (70) projects that were greater than 50  per-
cent physically complete.  The criterion,  50 percent physically complete,
ensured identification of direct construction impacts to the environ-
ment, even though a project may not have been operational.  A timeframe
for the study was determined to be between 1975 and 1982.

The final sample was reduced to 44 projects, all  of which  were complete
and operational.  Table 1 presents the location,  project name and year
of NEPA document for each project of this  study.   Table 2  presents the
distribution of projects by year of NEPA document for each river  basin.

-------
                                     -8-
          United States
Environmental Protection Agency
              Region V
             Figure  2: Locations of the Saginaw (1), Maumee (2), and Lower
                      Portion  of the Upper Mississippi (3) River Basins

-------
                                       -9-
TABLE 1:  List of Projects for Study

LOCATION                   PROJECT NAME
Ada, OH
Cridersville, OH
Fort Wayne, IN
Harrod, OH
Kali da, OH
Monroeville, IN
Montpelier, OH
Napoleon, OH
Ridgeville Corners, OH
Toledo, OH
Toledo, OH
Toledo, OH
Uniopoli s, OH
Weston, OH
                                             YEAR OF NEPA DOCUMENT
              Ada Sewage Treatment Plant             1976
              Cridersville, Village of               1977
              Fort Wayne, City of                    1980
              Harrod, Village of                     1977
              Kalida, Village of                     1976
              Monroeville Sewage Disp Authority      1980
              Montpelier Sewage Treatment Plant      1980
              Napoleon, City of                      1977
              Henry County                           1976
              Toledo, City of (Bayview)              1980
              Toledo, City of (Ten Mile Creek)       1977
              Toledo-Wai bridge                       1980
              Uniopolis, Village of                  1977
              Weston, Village of                     1979
Burton, MI
Cass, MI
Chesaning, MI
Durand, MI
Gladwin, MI
Holly, MI
Howell, MI
Lapeer, MI
St. Louis, MI
Tittabawasee TWP, MI
              Genessee County (Davison Segment)      1978
              Saginaw County WWTP                    1977
              Chesaning, Village of                  1975
              Durand, City of                        1976
              Gladwin, City of                       1976
              Oakland County Dept. of Public Works   1977
              Howell, City of                        1976
              Lapeer, City of                        1976
              St. Louis, City of                     1976
              Tittabawasse Township WWTP             1979
Alma, WI
Augusta, WI
Bangor, WI
Barron, WI
Birchwood, WI
Bruce, WI
Butternut, WI
Coon Valley, WI
Cornell, WI
Cumberland, WI
Desoto, WI
Fountain City, WI
Goodhue, MN
Phillips, WI
Plum City, WI
Rochester, MN
Rushford, MN
Shell  Lake,
Strum, WI
Westby, WI
WI
Alma Municipal WWTP
Augusta, City of
Bangor, Vi1lage of
Barren, City of
Birchwood,  Village of
Bruce, Village of
Butternut,  Village of
Coon Valley  Municipal  WWTP
Cornell, City of
Cumberland,  City of
Desoto, Village of
Fountain City, City of
Goodhue, City of
Phillips, City of
Plum City,  Village of
Rochester,  City of
Rushford, City of
Shell  Lake,  City of
Strum, Village of
Westby Sewage Treatment  Plant
1980
1977
1978
1980
1982
1980
1981
1981
1980
1978
1978
1979
1982
1980
1979
1978
1980
1980
1980
1980

-------
                                       -10-
              TABLE 2:  NEPA Documents By Year For Each River Basin
River Basin
Maumee
Saginaw
Upper
Mississippi
Total
1975
0
1

0
1
1976
3
5

0
8
1977
5
2

1
8
1978
0
1

4
5
1979
1
1

2
4
1980
5
0

9
14
1981
0
0

2
2
1982
0
0

2
2
Total
14
10

20
44
B.  Data Gathering Activities
    Once the sample had been selected,  a review  of background  files  for each
    project was conducted by a Field Group.   The Field  Group was  comprised
    of several  personnel  from Science Applications International  Corporation
    (SAIC), a consultant  to USEPA.   SAIC staff performing  the  field  investiga-
    tions are referred to as field  investigators.

    The field investigators reviewed files  at USEPA and at State  pollution
    control agencies to get an overview of  each  project and to document the pre-
    dictions for the twelve issues  outlined  in 40 CFR  Part 6.   NEPA  predictions
    existed for all years in the timeframe  of this study.   Emphasis  was on
    predictions made in public notices.  Public  notices of NEPA decisions were
    found in Negative Declarations  (Negative Decs) between the years  1975 and
    1979 or in Environmental Assessment/Findings of No  Significant  Impact
    (EA/FNSI) between 1979 and 1982. At times,  Facilities Plans  were consulted
    in lieu of a Negative Dec or an EA/FNSI  when additional information was
    desired.  None of the projects  in the sample investigated  by  this study
    were the subject of an EIS.

-------
                                     -11-
    Field visits to each Construction Grants project site were made in the
    autumn of 1985, by one or two field investigators from SAIC.   Each visit
    consisted of an inspection of the wastewater treatment system and  interviews
    with plant operators, local  officials,  and area planning agencies, when
    available.  The object of each field visit was to complete an environmental
    inventory while documenting  the actual  impacts that occurred  during construc-
    tion and any other impacts related to the operation of the facility.   Following
    the visit, the actual impacts on all twelve environmental  issues were  recorded.

    The emphasis of each visit was to document the findings by way of  an
    evaluation form in order to  input the data into a computer for analysis.  A
    narrative report was also prepared for  each project, which summarized  the
    project and/or field visit.

C.  Data Processing and Analysis Activities
    A Task Group, comprised of USEPA-Region V staff, conducted a  review of
    the preliminary data prepared by the Field Group (narrative reports,
    evaluation forms,  and computer data).  The first of three  tasks was
    to ensure that the data stored in the computer was  accurate and uniform.
    This was done by reviewing the narrative reports and computer data for
    each project to ensure consistency.  Adjustments were made to language
    and format of entries to achieve the necessary consistencies  for cross-
    tabulations of the data.

    The second task was to evaluate the predictions  made for each project
    and each issue.  The Task Group categorized each prediction into
    quantitative or qualitative  groups in order to prepare for an analysis
    to determine if the qualitative or quantitative  nature of  a prediction
    has any impact on  overall  effectiveness.

-------
                                  -12-
A quantitative prediction was assumed to be a numerical  based prediction
that could be measured and compared to actual findings.   This study
assumed that the use of the word "no" in a prediction, when not mod-
ified by an adjective, rendered the prediction quantitative or to mean
"zero" (e.g. no wetlands will be impacted).  Qualitative predictions,  on
the other hand, were predictions that did not reference numerically
measurable parameters.  Although, in cases where a qualified numerical
value was included, the prediction was considered qualitative.

The third and most significant task was to compare the accuracy of
each prediction, by issue, with the actual impact, and to code each
prediction using the following system.

    Code    Explanation
     A      AS PREDICTED OR BETTER THAN PREDICTED
            This code represents an accurate prediction of impacts.  If no
            prediction was made and the investigator mentioned that no impact
            had occurred, the prediction was coded "A".
     B      PREDICTION NOT SUSTAINED
            This code represents an inaccurate prediction of impacts.   In
            such cases, where the actual findings were worse than predicted,
            the prediction was coded "B".
     C      NO  IMPACT CONCERNS
            This code represents parameters that were considered not an
            issue.  If no impact or no significant impact was implied  as a
            prediction and the field investigator did not find any actual
            impacts, the prediction was coded "C".

-------
                                       -13-





         0      CONCLUSION NOW WOULD BE PREMATURE



                This code represents a  prediction  in which  the  accuracy  could



                not  be determined.   For example, this  coding was  entered for



                situations where the timeframe  of  the  predictions extended



                beyond 1985,  or in  cases where  chemical  or  biological data



                was  not available.  In such cases the prediction was  coded  "D".





    The  accuracy coding and quantitative/qualitative coding for each predic-



    tion was then entered into the  computer  data base.   The data  base was



    reviewed again for consistency  by the Task  Group and additional  revisions



    were made.   The  data base is available upon request  from USEPA-Region V.





IV.  RESULTS AND DISCUSSION



    The  data base was used to conduct cross-tabulations  and derive findings



    on trends in the data. The evaluation of specific trends in  environmental



    predictions is provided in the  following sections:   Overview  of  Predictions



    and  Effectiveness in Making Accurate Predictions.





 A.  Overview of Predictions



    1. Predictions Present or Implied



    A total  of  649 predictions were  recorded for the 44  projects.  Of the 649



    predictions, 410 were actual  prediction  statements made in NEPA  documents



    (prediction present)  and  239 were implied or absent.  An  implied  prediction



    reflects a  situation  in which no impact  or no  significant impact  relative



    to that issue was expected and thus  no statement was  included in the NEPA

-------
                                  -14-
document (prediction implied).   Table 3 presents  a  detailed  chart  of the
number of predictions present or implied in  NEPA  documents  for  each of  the
twelve issues outlined in 40 CFR Part 6 and  the Manual.   Note also that the
total number of predictions was greater than 528  (12  issues  X 44 projects),
because for several  projects more than 12 predictions  were  made due to  the
various sub-issues.

Figure 3 shows the trend of percentages for  predictions  made from  1975
to 1982.  The percentage of predictions present increased from  1976 to
1981.  This is due to the fact  that prior to delegation  to  the  States
in 1979, USEPA had full  review of a project  and thus  would  typically
prepare a NEPA document  for public notice which included statements
that the FP review process had  resulted in predictions of no significant
impacts from the project.  As delegation occurred between 1979  and
1982 with project files  and facilities plan  review  responsibility
transferred to the State agencies, an increased need  to  document each
40 CFR Part 6 issue in specific prediction statements  was apparent in
the State prepared preliminary  NEPA document to allow  USEPA  to  review
and approve projects for public notice.

It should be noted that  the trend indicates  a large jump from 1975 to 1976.
This can be attributed to the fact that only one  project from 1975, for which
a negative declaration was issued, was part  of the  study.  The  results  for
1982, in Figure 3, are somewhat misleading since  data  for one of the two
projects for that year was misrepresented in the  computer data  base.  This
inconsistency was discovered late in the data analysis phase of the study.

-------
                                                -15-








cu
3
to
t-H
C.

oo r-.
u CTi
C r-H
LO
i— i r—
II CTI
C r-t

*-H

a_
a.
t-H


Q.




t-H


a.



"— '

0-




I-H


a.


I-H


Q-




°~



O_
OOCMLOLOLOCO l>» •=)• O
CMCOCMr-Hr-HCM r-l r-HCM
^fCMCTiOOr-~r-H CM OLO
VO i— 1 r-H CO i— I CM CO COCM
CO ^H i— 1 r-H O r-H CM r-HCM
r-H r-H i— 1 i — I ^" i — 1 O r-H O
OCMOOOr-H O OO


«3-OCMCOLOr-H CM CMCM



CTir^COLO^J-LO LO r— ICO


CTi^OO'Sr^fOO CM CMO
r-H r— 1 i— 1 «H^ ,_| ,_! _|



CO«3-«3-OCOCO r-i O«*

CTii-Hr-ir^CTiCM LO LOCM
r-H



^•LOCMCMOCM CM COCM


LO O OO CO T— 1 CO CO CMCO

LO^t-r^OO^f'^- CO COCO


Or^r-HLOCTl^S- Lf) LOLO
i — 1 r-H

CMcor--oooovo oo LOLO


«=t-Or-HLO«^-CM LO COCO
r-H i — 1



r-HOOOr-HO O OO
O LO LO
CO r-H
^- CTi CTi
r-H CM
i-H r-H O
r-H r-H i — 1
00 0


CM CM • O



oo co o


LO O «3-
r-H



«± O O

r-H LO CM




•3" CO O


r-H CM CM

. CO CM CM


O lO O



                                                                                                            CTl
                                                                                                            CO
                                                                                                            CM
                                                                                                            O
                                                                                                            1—I
                                                                                                            •*
                                                                                                           CO
                                                                                                           LO

                                                                                                           CM
                                                                                                           CO
                                                                                                           LO
                                                                                                           LO
                                                                                                           CM
                                                                                                           CTl
                                                                                                           LO
                                                                                                           CTi
                                                                                                           CM
                                                                                                           CT.
                                                                                                           CO
                                                                                                           10
                                                                                                           LO
                                                                                                            o
                                                                                                           o
<:
i—
o
                                   CO
                                                                                                                   CM

                                                                                                                   LO
                                                                                                                   SO
                                   CTi
                                   00
                                   vo
                                   CM
                                                                                                                  CO

                                                                                                                  CTl
                                                                                                                  LO
                                                                                                                  O
                                                                                                                  LO
                                                                                                                  o
                                                                                                                  LO
                                                                                                                  LO
                                                                                                                  oo
                                                                                                                  LO
                                                    *•*

                                                     a>
                                                     O)
                                                     TO
                                                    4-)
                                                     c
                                                     cu
                                                                                                                  cu
                                                                                                                  Q.
                                          TO
                                          CU
                                          -(-> C  CU
                                          O CU T-
                                          CU to ,—

                                          ••-3 CU  Q-
                                          O l~  E
                                          t_ Q.-I-
                                          Q.
                                             C  C

                                          <4- O  O
                                          O -r- .r-

                                             +-> 4->
                                          C- O  O
                                          CU -r- -I-
                                          .Q T3 T3

                                          e cu  cu
                                          3 £_  l-
                                          C Q. CL


                                          II  II   II


                                          C Q. t-H

-------
                                     -16-
        FIGURE 3:   Percentage of Impact Predictions Present in
                    NEPA Documents for Each Year of the Study
   100%

   90

   80

£  70
to
OJ
   60

   50

   40

   30

   20

   10

   00
     a.
      c
      o
     •a
      ai
            1975
             n=l
            TP=13
                 1976
                  n=8
                TP=108
 1977
  n=8
TP=113
 1978
  n=5

TP=68
 1979
  n=4

TP=85
 1980
  n=14

TP=207
 1981
  n=2

TP=28
 1982
  n=2

TP=27
                             n= Number of Projects for the Year
                            TP= Total Present and Implied Predictions for the Year
                 % Predictions  # of Predictions Present
                       Present=            TP
NOTE: The dashed line for the 1982 data reflects that there was an inconsistency
      in the data base for that year. This inconsistency concerns the Goodhue, MN
      project, for which data from a 1977 Negative Dec was encoded instead of the
      1982 FNSI.

-------
                                   -17-
    As we explored the data further it was  important  to  document  how the  trend
    of predictions present  or implied  affected  accuracy  in  making predictions.
2.  Quantitative vs.  Qualitative Predictions
    Figure 4 presents the breakdown of predictions  as qualitative or quantita-
    tive.  Over 21% of all  predictions (present or  implied)  in  the study's  NEPA
    documents for all years were quantitative.   Every implied prediction  in the
    documents was considered to be qualitative.

    Table 4 presents  the overall  breakdown  of qualitative and quantitative  pre-
    dictions for each issue over all NEPA document  years.   Issues for which
    a significant portion of the predictions were quantitative  include socio-
    economic issues (50% quantitative),  cultural resource issues  (55%), other/
    recreation issues (29%), and agriculture issues (20%).

    Socioeconomic issues lend themselves to quantitative predictions because
    they often refer  to factors such as  population  figures,  user  charges, and
    property values.   Cultural  resource  and other/recreation issues involve
    quantitative predictions which are stated using the  word "no."  For example,
    the predictions are phrased as "no cultural  resource will be  impacted" or
    "no impacts will  occur  to a cultural resource." Predictions concerning
    agricultural  issues are often quantitative  by virtue of  reference to the
    number of acres of farm land  expected to be  impacted by  a project.

    Between 1975 and  1979,  there was a noticeable increase  in quantitative pre-
    dictions, with the greatest amount of quantitative predictions occurring in
    1979.  The prediction statements contain no quantitative information for any

-------
                               -18-
FIGURE 4: Quantitative and Qualitative Predictions
                   QUALITATIVE -  78.6% (510)
                                    QUANTITATIVE - 21.4% (139)

-------
-19-
00
CO


^-^
^
^f




0



0

CO
CM

O




CO

o

o



LO
r-l

O





Lf)
r— 4

•— '



CM


0


>^
4->
•^
^~


0



LO


CO





CO


o



. — 1


o







(/}
T3
C

0
• r—
CD
LO
LO

^^
o
LO
LO
LO
O


"
CM


CO

00

o
CO
Lf)
r— 1

r-.^



LO



CM
r— 1

r— 1
^




r— 1
r— 1

<-O



CM


0


o
• r—


C
O
0
cu
0
•r-
o
0
oo
LO LO O O O •— I O
CO ^ CM ^ ^ ^ rH

,_^ ^^ , — , ,_^ „ 	 .
o . — - LO •— i o - — - en
CM CO LO r-l r-l [-^ CM
en ^j* ^~ LO ^~ co ^"
CM
i—t CM r-l CM CM CM r-l


r-l O r-l O O O O
r-l ^H O CM CM CM O


•—> t— i CM O O O O

r-l LO LO CO CM CO CM
i— 1 r^
CM i—i CO O -— i o CM

^ LO r-l LO LO CM O


t— 1 O ^t" r-l O CO CM

«3" LO CO LO LO LO CM

•-H O CM O O O O



P^ p1^ CO Lf) CO OO CM


rH r^ LO CO O O O





LO 1 — vO I"— LO CO CO


CM r-l CM i— 1 CO O O



i — 1 i — 1 i — 1 i — 1 r— 1 r— 1 O


o o o o o o o
1
L_
•r— 1
> 1 , cu
C. ( i f fV ±J ±J I*.
3  r— r— (TJ r— CU

3U4->l_O> S-,3^ — .
O -r-C 3O T3 O> O" t.
•r— I/) CU 4^ L. •>— >- CUC
t- >>E •— 3 r— CU «- -CO
O1-CC 3O O C -r- -t-JT-




CO
1— 1

0


x-^
[ »
c
^
o
o


	 1

•^ •— I
LU h-
cj <:
ex i—
QJ t— i
Q- 1—





























(T3
0)
•^
c_
0
14-

01
o
0)
o
(
Q.

'1
o

cu
o
E
^

II

c















































^.
p—
(C
o-

tt

CM















-------
                                        -20-

         issue in 1975, and less than five quantitative predictions  over  the  eight year

         timeframe of this study for water quality,  physical  environment,  energy, air

         quality and other/recreation.   Since 1979,  a slight  decrease in  quantitative

         predictions has occurred.


     3.  Accuracy Classification of Predictions

         In order to better illustrate  the coding and how it  was  used,  Table  5  pre-

         sents five examples of predictions that fell  into each  accuracy  coding

         category.

                            TABLE 5:  Examples of Predictions

CODE A: AS PREDICTED OR BETTER THAT PREDICTED

        1.   Issue:  Water Quality/Surface  Year: 1980

            Prediction:  Project would  alleviate surface water pollution  to Brown Ditch

            Actual Impact:  Facility easily meets their NPDES limits for  all  parameters
                            Ditch is no longer covered with black film.   Healthy vegeta
                            tion exists around outfall.  Surface  water  quality  in Brown
                            Brown Ditch significantly improved.

        2.   Issue:  Water Quality/Ground     Year:   1977

            Prediction:  Water Quality  enhanced: elimination  of  improperly treated sept
                         tank effluent.

            Actual Impact:  Water Quality improved.   Houses adjacent to new lines have
                            hook-up, thereby eliminating on-site  systems.

        3.   Issue:  Biota        Year:   1977

            Prediction:  No significant wildlife will  be affected by the  project.

            Actual Impact:  No habitat  was affected  by the plant  expansion.   Fishing am
                            trapping have improved.   Fish presently  caught downstream di
                            not have a  film on their scales,  taste better when  cooked.
                            Some change in aquatic plant species, more  diversity.

-------
                                        -21-


        4.  Issue:  Socio/User Charge       Year:   1977

            Prediction:  Increased financial burden for residents.   Estimated costs-$156/
                         Yr.

            Actual Impact:   User charges are $19.15/month.   Prediction was $21/month.

        5.  Issue:  Cultural Resource     Year:   1982

            Prediction:  No historical  or cultural  impacts.

            Actual Impact:   No artifacts found dunng construction.   Area  around site
                            appears to have been previously  disturbed.


CODE B: PREDICTION NOT SUSTAINED

        1.  Issue:  Socio/User Charge    Year:  1980

            Prediction:  Estimated monthly user  charge:  $6.00

            Actual Impact:   Average user charge  about $13.50.   Increase is over 1% of
                            their income.

        2.  Issue:  Air Quality     Year:  1980

            Prediction:  (No prediction present)

            Actual Impact:   Frequent odor complaints from nearby commercial  establish-
                            ments and residences.   Major source of odors could  be
                            overloaded RBC or poorly operated  digester.

        3.  Issue:  Wetlands        Year:  1977

            Prediction:  No environmentally sensitive areas  in planning  area.

            Actual Impact:   19 acres of wooded swampland purchased.   5 acres used for
                            construction, wooded swampland used.

        4.  Issue:  Biota/Terr.      Year:  1980

            Prediction:  (No prediction present)

            Findings:   During warm weather thick swarms of midge flies engulf area
                       surrounding lagoon forcing  businesses to close.  Town more or less
                       hibernates.

-------
                                           -22-
        5.  Issue:  Socio/Secdev    Year:  1978
            Prediction:  Adequate wastewater treatment is not expected to have any effei
                         on rate, density, or type of development in service area.
            Actual Impact:   Adequate sewage treatment ended sewer extension ban; 168 nei
                            lots platted in designated residential zone.  Growth rate
                            since the project is 4 times projected rate.

CODE C: NOT AN ISSUE
        1.  Issue:  Water Quality/Ground    Year:   1977
            Prediction:  (No prediction present)
            Actual Impact:   Groundwater concerns were not an issue.
        2.  Issue:  Wetlands    Year:  1980
            Prediction:  (No prediction present)
            Actual Impact:   Construction not located in wetlands
        3.  Issue:  Cultural Resource    Year:   1980
            Prediction:  (No prediction present)
            Actual Impact:   No impacts were predicted or occurred
        4.  Issue:  Energy         Year:  1979
            Prediction:  (No prediction present)
            Actual Impact:   Not an Issue
        5.  Issues:  Air Quality     Year:  1976
            Prediction:  (No prediction present)
            Actual Impact:   (No impacts noted by investigator)

CODE D: CONCLUSION NOW WOULD BE PREMATURE
        1.  Issue:  Water Quality/Ground     Year:  1976
            Prediction:  Rehabilitation of sewers will prevent exfiltration to ground-
                         water.
            Actual Impact:   No data was available after rehabilitation.  No evidence of
                            groundwater contamination noted.

-------
                                      -23-
   ?.  Issue:   Biota/Aquatic      Year:  1980

       Prediction:   Improved water quality will significantly improve aquatic life
                    in Chippewa River.

       Actual  Impact:   No current fish or benthic surveys conducted.

   3.  Issue:   Socio/Population      Year:  1980

       Prediction:   Projected growth rate of population is 1.2%.  Design
                    population is 1,706.

       Actual  Impact:   No growth has occurred since 1980.  Population has
                       remained constant at about 1374 people.

  4.  Issue:   Socio/Land Use      Year:  1980

      Prediction:   Approximately 450 acres will he needed for residential
                   development by the year 2000.

      Actual  Impact:   No impact apparent.  Land use impact could not be
                      assessed by site investigation.

  5.  Issue:   Other/Recreation      Year:  1978

      Prediction:   Downstream recreational capabilities will  be enhanced due
                   to  reduced pollution in the stream.

      Actual  Impact:   Data were not available for water quality.  They are under
                      review by a consultant.  In terms of recreational enhance-
                      ment, no studies have been conducted.                 	
a.  Accuracy Classification of Qualitative and Quantitative Predictions

    The data generated by the accuracy analysis for quantitative and qualitative

    predictions are examined from two viewpoints.   The first viewpoint, as

    presented in Table 6 and Figure 5, examines the distribution of quantitative

    and qualitative predictions across accuracy codes.  For example, the first

    viewpoint could answer a question such as: "what percent of quantitative

    predictions is coded 'as predicted or better than predicted1?"  On the other

    hand,  the second viewpoint, as presented in Table 7, examines the distribution

-------
                                     -24-


 of  quantitative  and  qualitative  predictions within each accuracy code.

 This  viewpoint could answer  a question such as:  "what percent of predictions

 classified  as  'not an  issue' are quantitative?"  The results for each viewpoin

 are discussed below.


3 Viewpoint  1: Table  6  and Figure 5 present a breakdown of the accuracy code

  by qualitative  or quantitative  predictions.   Overall, both the qualita-

  tive and quantitative predictions were greater  than 60% "as predicted or

  better  than predicted," showing no  significant  difference in improving

  the  accuracy of a prediction by its qualitative or quantitative state.

  The  likelihood  of a quantitative prediction being coded B ("prediction

  not  sustained")  or  inaccurate was nearly three  times that of a qualita-

  tive prediction.  This is based on  the fact that there is typically one

  discrete measureable  value  of a quantitative  prediction upon which to

  to evaluate accuracy.
      Table  6:   Accuracy Classification By Quantitative and Qualitative
                Predictions

                            Accuracy Code
                  A            B            C            D         Total
Quantitative
Qualitative
92(66%)
320(63%)
15(11%)
21(4%)
0(0%)
106(21%)
32(23%)
63(12%)
139 (100%)
510 (100%)
   A =  "As  predicted  or  better  than  predicted"
   B =  "Prediction  not sustained"
   C =  "No  impact  concerns,  not  an  issue"
   D =  "Conclusion  now would  be  premature"

-------
                                     -25-
Figure 5:  Accuracy Classification By Quantitative and Qualitative Predictions
                Quantitative
                                  B-11% (15)
                                                                      B-4%  (21)
                                                                      D-12%  (63)
Qualitative
           A = "As predicted or better than predicted"
           B = "Prediction .not sustained"
           C = "No impact concerns, not an issue"
           D = "Conclusion now would be premature"
    Viewpoint 2:  Table 7, in contrast to Table 6,  presents  the breakdown

    of qualitative and quantitative predictions in each accuracy  code

    category.  Accurate predictions, or those coded "A" were 78%  qualita-

    tive.  All  predictions coded "C" were qualitative because the category

    consisted primarily of implied predictions or  predictions that were

    considered  not an issue.  The percentage  figure for quantitative

    predictions in Category B ("prediction not sustained")  was nearly the

    same as the figure for qualitative.

-------
                                      -26-
  Table 7: Quantitative and Qualitative Predictions By Accuracy Classification
   Accuracy Code	Quantitative	Qualitative         Total
A
B
C
D
92(22%)
15(42%)
0(0%)
32(34%)
320(78%)
21(58%)
• 106(100%)
63(66%)
412(100%)
36(100%)
106(100%)
95(100%)
      Total                  139(21%)              510(79%)649(100%)
      A = "As Predicted or Better Than Predicted"
      B = "Prediction not sustained"
      C = "No impact concerns, not an issue"
      D = "Prediction now would be premature"
b.  Accuracy Classification By Issue
    Table 8 provides a summary of the accuracy  classification  of predictions
    per issue.  A more detailed discussion of results  for each issue  is  contained
    in Appendix A.  Physical  Environment and Air Quality predictions  ranked
    highest in Category A, "as predicted or better than  predicted".   The quali-
    tative nature of these predictions are, perhaps in turn,  least  complex to
    assess.  Energy predictions ranked lowest in Category A.   The driving factor
    for this is the fact that Energy predictions were  not typically  predicted;
    they were implied or just not a major concern of the construction activities.

    The highest percentage of predictions not sustained  occurred for  the Socio-
    economic issue.  Most socioeconomic data are based on quantitative population
    and economic data" developed by agencies other than USEPA.   Unlike the other
    predictions that have been examined among NEPA documents,  socioeconomic data
    are typically on records  developed for broad applications  by the  U.S. Census

-------
-27-
Table 8: Accuracy
ISSUE
WATER QUALITY
WETLANDS
FLOODPLAINS
BIOTA
SOCIO ECONOMIC
AGRICULTURE
Classification of Predictions
A
55
26
34
39
70
28
PHYSICAL ENVIRONMENT 40
CULTURAL RESOURCES
SOLID WASTE
ENERGY
AIR QUALITY
OTHER/RECREATION
TOTAL
A = As Predicted or
B = Prediction Not
C = Not an Issue
D = Conclusion Now
34
29
13
35
9
412

(60%)
(59%)
(78%)
(74%)
(53%)
(64%)
(82%)
(77%)
(64%)
(30%)
(80%)
(64%)

B
4
3
1
2
18
1
0
0
4
2
1
0
36

(4%)
(7%)
(2%)
(4%)
(14%)
(2%)
(0%)
(0%)
(9%)
(5%)
(2%)
(0%)

Better Than Predicted
Sustained
Would Be Premature (could
C
15
15
8
6
1
11
7
9
8
18
7
1
106
not
Per Issue

(16%)
(34%)
(18%)
(11%)
(1%)
(25%)
(14%)
(21%)
(18%)
(41%)
(16%)
(7%)

D
18
0
1
6
43
4
2
1
4
11
1
4
95

(20%)
(0%)
(2%)
(11%)
(32%)
(9%)
(4%)
(2%)
(9%)
(24%)
(2%)
(29%)

TOTAL
92(14%)
44(7%)
44(7%)
53(8%)
132(20%)
44(7%)
49(8%)
44(7%)
45(7%)
44(7%)
44(7%)
14(2%)
649
be evaluated)

-------
                                  -28-
Bureau and State Demographic Centers.  Economic data such as user cost
predictions are usually based on costs developed by facilities planning
consultants.  The high percentage of predictions for the Socioeconomic
issue which were classified in Category B, "prediction not sustained",
may be attributed to the recession in 1979/19SO which impacted growth in
communities and led to large increases in the costs of goods and services
(and thus construction costs).  Thus, predictions made during the planning
phase of projects were not accurate due to unforeseen changes in the economy.
Due to the greater variability in forecasting socioeconomic data, a higher
rate of predictions not sustained for this data is expected.  Therefore, a
reassessment may be warranted of how socioeconomic data are utilized in
studies which evaluate prediction accuracy.

Socioeconomic predictions also ranked as the highest percentage of predictions
for which a "prediction now would be premature" or could not be evaluated.
Because many socioeconomic predictions are made on a 20-year basis, such
as a projected 20-year population, it would not seem appropriate to evaluate
the accuracy of that prediction during the 20-year planning period.

Solid Waste and Wetland predictions ranked respectively, behind Socio-
economic predictions in Category B, "prediction not sustained".  The
reason for these predictions not being sustained is a little different
than for socioeconomic predictions in that these predictions had a fairly
high percentage of  implied predictions which were later found to have some
adverse impact.

-------
                                                                   -29-
                                                                                                                            o
                                                                                                                            CM
                                                                                                                                            3
                                                                                                                                            U
                                                                                                                                            U
                                                                                                                                  13
                                                                                                                                  Ol
                                                                                                                                  C
                                                                                                         cu
                                                                                                         01
                                                                                        »«    (/I
                                                                                        LO    3
                                                                                        rH    00
                                                                                                                                            
•k o
•k uo
•k
•k I-H
•k •—

•k *
•k -k
•k -k
•k -k
•k *
•k -k
•k -k
•k -k
•k -k







































^-^
to
CM

i— l


4t
41
•k
•k
•k
•k
•k

•k
•k
•k
•k
•k
•k
•k
•k
•k
•k
•k
•k

•k
•k
•k
•k
•K
•k
•k
4
•k
•k
•k
•k
•k
•k
•k
*
•k
•k
•k
•k
•k
•k
•k
•k
•k
Hi
•k
•k
•k
•k
•k
Hi
He
*
*
HI
Hi
Hi
Hi
•k
•k
HI
HI
HI
Hi
Hi
Hi
Hi
Hi
Hi
HI
Hi
•k
Hi
HI
•k
HI
Hi
Hi
Hi
HI
•k
HI
HI
Hi
Hi
Hi
















































^•^
o
un

f-H
*^*r

•k
HI
Hi
Hi
Hi
HI
Hi
Hi
Hi
HI
















.— »
^^
f— 1
• •
1-H
*•••*

Hi
Hi
•k
•k
Hi
Hi
•k
Hi
Hi
•k
HI
HI
•k
HI
Hi
*
•k
HI
Hi
HI
HI
HI
HI
Hi
HI
HI
HI
HI
HI
HI
HI
HI
HI
•k
HI
HI
HI
•k
HI
•"•^ ^^^ HI
O O *

•fc




.




























S~+
O
CM
• •
•—l
*HM^

•k
Hi
Hi
Hi
Hi
Hi
Hi
Hi
•k ~—
•k O
HI LO
Hi
•k —•
HI ^*-^
HI
•k *
HI HI
HI HI
•k -k
HI Hi
HI HI
HI HI — •
•k * O
HI HI *-*•
•k Hi

o
*^
4J
U
•I"
•o
s.
a.
—
^^ '
CO
^
?^
»4 O
O O>
- i-l CU
^J
03
C^

e
•^

i/t
c
o
•r»
4->
U
• ^
•a
21
a.

«*-
o

cu
^4 C^
- LO 19
•>->
C
cu
U
i.
cu
a.


•




•








s^
o
                                                                                                         3
                                                                                                         o-
                                                                                                         CU

                                                                                                         o
                                                                                                        •^
                                                                                                        -M


                                                                                                         S.


                                                                                                         <9

                                                                                                        +J
                                                                                                         C
                                                                                                         CU
                                                                                                         ut
                                                                                                                                            o.
                                                                                                                                            cu
                                                                                                                                            I/I
                                                                                                                                            cu
                                                                                                                                            cu
                                                                                                                                            cu
                                                                                                                                            S-
                                                                                                         cu


                                                                                                        IQ
0£.
LU

5
                          a.
                          a
                          o
                          o
•f.
i—
o
1-^
03
         CO



         o

         o
                                             CJ
                                             o
                                                                O
                                                                a:
                                                                         O
                                                                         oo
                            <
                            LU
                            an

                            LU
                            on

                            O£
                                                                a.
o
00

-------
                                      -30-





    The probability of making an inaccurate prediction (or a prediction  that



    could not be sustained) for each issue is illustrated in Figure 6.   As



    discussed previously socioeconomic predictions are the least  likely  to  be



    accurate at 14%, or a 1 in fi chance of making an  inaccurate prediction.





c.  Accuracy Classification By River Basin



    The major focus of this study was to evaluate prediction accuracy  in Region  V



    using three river basins which provided the geographical boundaries  from



    which to select a sample of projects.  The three  river basins that were used



    include; the Maumee, the Saginaw, and the Lower Portion of the Upper Mississipp



    Table 9 and Figure 7 present a breakdown of accuracy classification  for each



    river basin.
         Table 9: Accuacy Classification of Predictions Per River Basin
Number of
River Basin' Projects
Maumee 14
Saginaw
Upper
Mississippi
Total
10
20
44
Total
Predictions
215
137
297
649
A
156 (72.6%)
67 (48.9%)
189 (63.6%)
412 (63.5%)
B
7 (3.3%)
8 (5.8%)
21 (7.1%)
36 (5.6%)
C
22 (10.2%)
48 (35.0)
36 (12.1%)
106 (16.3%)
n
30 (13,
14 (10,
51 (17,
95 (14,

-------
                             -31-
Figure 7:  Accuracy Classification of Predictions By River Basin
                                                B- 3.35
                                                C-10.2%
                                            D- 13.9%
                            Maumee
                                            D- 10.2%
                           Saginaw
                                             B- 7.1%
          Lower Portion of the Upper Mississippi
             A
             B
             C
             D
"As predicted or better than predicted"
"Prediction not sustained"
"No impact concerns,  not an  issue"
"Conclusion now would be premature"

-------
                                  -32-
The highest percentage of predictions in Category A,  "as  predicted  or  better
than predicted", was found for the Maumee River Basin,  at 72.6%,  while the
Saginaw River Basin had the lowest percentage of predictions  in Category  A,
at 48.9%.  The low percentage in Category A for the Saginaw may be  attributed
to the high percentage of predictions classified in Category  C, "not an
issue", at 35.0%.  All the projects for the study found in the Saginaw River
Basin were limited to the time period of 1975 to 1979,  when negative decs were
predominant.  As mentioned previously, the negative decs  contained  few predicti
statements due to the complete facilities plan review conducted by  USEPA  prior
to issuance of the NEPA document.  Predictions classified in  Category  C,  "not
an issue", were mainly implied predictions for which  no impacts were expected
and no actual impacts were found during the field investigations, and  thus, the
predictions can be considered accurate predictions.

The percentage of predictions classified in Categories  C  and  A could represent
the total percentage of accurate predictions for a river  basin.   Therefore, the
total percentage of accurate predictions for each river basin can be shown  as:

                    Maumee River Basin: 82.8%
                   Saginaw River Basin: 83.9%
         Upper Mississippi River Basin: 75.8%

Comparing these results indicates that the prediction accuracy was  relatively
equal for the three river basins in this study.

-------
                                      -33-


B.  Effectiveness in Making Accurate Predictions

    This section discusses the overall  effectiveness of USEPA-Region V in

    making predictions, based on the results of this study.  Figure 8 presents

    the classification of accuracy for all 649 predictions.


                Figure 8:  Overall Accuracy of Predictions
       A =  "As  predicted  or better  than  predicted"
       B =  "Prediction  not  sustained"
       C =  "No  impact concerns,  not  an issue"
       D =  "Conclusion  now  would  be  premature"

-------
                               -34-

Th e greatest frequency of prediction impacts are found in Category A -
"as predicted or better than predicted" which comprises 63.5* or 412 of 649
predictions.

From the accuracy coding results it becomes necessary to discuss the effect-
iveness in making accurate predictions. Since the effectiveness should not
be expressed simply as the percentage of predictions in Category A (accurate)
or in Category B (inaccurate), this study takes into account predictions in
Category C ("not an issue") and Category D ("could not be evaluated") needed
to be taken into account.

Those issues with implied predictions in NEPA documents and no actual impacts
observed in the field investigations are considered to be accurate predictions
when evaluating effectiveness.  Therefore, the percentage of predictions
classified as "not an issue" (Category C) together with the percentage of
predictions considered "as predicted or better than predicted" (Category A)
would represent a valid value for total percentage of "accurate" predictions.

Predictions coded "D", or "conclusion now would be premature," should be tenta-
tively considered in the evaluation of NEPA prediction effectiveness.  Because
the accuracy of these predictions cannot be evaluated at this time, it is
not known whether each prediction at some point in the near future will  be
accurate or inaccurate.  The predictions that could not be evaluated are
part of the sample and can alter the effectiveness of prediction results.

-------
                               -35-

Therefore, the overall effectiveness of Region V in predicting impacts
accurately may be given as a range which incorporates those predictions
classified in Categories A, C, and D.  On the lower end of the range is
the percentage of predictions coded A ("as predicted or better than predicted")
plus the percentage of predictions coded C ("not an issue").  On the upper end
of the range is the percentage of predictions coder! A ,the percentage of
predictions coded C, and the percentage of predictions coded D ("conclusion
now would be premature").  The total percentage of accuracy, or the effect-
iveness in making an accurate prediction would be somewhere between these
lower and upper bounds.  The following mathematical relationship was developed
to present the range of making an accurate prediction:
         A + C <_  Accuracy (%)  _< A + C + D
where:
  A= % of predictions "as predicted or better than predicted"
  C= % of predictions "not an issue"
  0= % of predictions "conclusion now would be premature"

This relationship can be expressed as:  "The percentage of accuracy is greater
than or equal to A + C and less than or equal to A + C + D."

This range of accuracy is based on the fact that we are at least as accurate
as A + C (the lower bound of the range), but it could be better.  The
theoretical highest percentage of accuracy that could be achieved occurs
if all Category D predictions were to become accurate.

-------
                                     -36-
    Using the data results from this study, the effectiveness range of
    USEPA-Region V in making an accurate prediction can he shown as:

            A + C _< % Accuracy £ A + C + 0  [using the relationship developed above"
    63.5% + 16.3% <_ % Accuracy _< 63.5% + 16.3% + 14.6%  [inserting data from Figure
            79.8% <_% Accuracy <_ 94.4%
    Therefore, the effectiveness of USEPA-Region V in making accurate predictions
    is in the range of 80% to 94%.

V.  CONCLUSIONS
    This section summarizes the key findings of the study.
    - This study categorized 649 predictions present or implied from 44 study
      projects into four accuracy codes: A) as predicted or better than
      predicted;-B) prediction not sustained; C) not an issue; and D) conclusion
      now would be premature.
    - A general trend was evident that NEPA documents, over time, contained more
      predictions rather than relying on implied predictions.
    - During the study's time span (1975-1982) 21% of all  predictions were
      quantitative.
    - The environmental issues that lent themselves more to quantitative
      predictions were: cultural resources (55%), socioeconomic (50%), other/
      recreation (29%), and agriculture (20%).
    - The greatest frequency of prediction impacts are "as predicted or
      better than predicted" with 412 of 649 or 63.5%.
    - No significant difference was observed with regard to the accuracy of
      quantitative or qualitative predictions.  Both qualitative and quant-
      itative predictions were greater than 60% "as predicted or better than
      predicted."

-------
                                      -37-
     - No significant difference was observed with regard to the accuracy of
       predictions between the three river basins.
     - Region V effectiveness in making accurate predictions for this study is
       found to be in the range of 80% to 94%.
     - This study of the Region V NEPA process for non-EIS projects indicates
       that an effective NEPA program is in place.

VI.  RECOMMENDATIONS
     This section makes recommendations for future environmental predictions in
     NEPA documents.

     Because the responsibility for Facilities Plan review and preliminary
     environmental review has been delegated to the States, it is important
     that IJSEPA's oversight in reviewing the preliminary Environmental  Assessments
     (EA) ensure adequate coverage of important issues.  The USEPA reviewers
     should ensure that the EA makes predictions for all twelve issues  outlined
     in 40 CFR Part 6.  Baseline data on the environmental conditions prior to
     construction should be provided so that specific predictions can be made
     about the expected impacts to the existing environment.  When possible, a
     prediction should be presented as a quantitative expression of the predicted
     environmental impact which would allow for a more measureable assessment
     of USEPA's effectiveness in predicting impacts.  The nature of the data used
     for making predictions for socioeconomic issues in NEPA documents  may
     warrant a reassessment of how they are used in studies which evaluate
     prediction accuracy, since socioeconomic data represent the Region's most
     frequent sources of inaccurate predictions.

-------
                                       -38-

VII.  FURTHER STUDIES
      This methodology could be used for further  studies  involving  EIS's.  Such
      a study could focus on the accuracy of  predictions  made  for a certain issue
      in EIS's or on the overall accuracy of  predictions  for all  issues.  The
      relatively large data base for existing conditions  and the  depth of data and
      predictions in an EIS could prove to be very  useful  for  the evaluation
      methodology used for this study.   A study of  prediction  accuracy in EIS's
      could provide further data in evaluating the  Region's and/or  Nation's
      effectiveness in NEPA review.

-------
              Appendix  A
Results and Discussion  for Each Issue

-------
                                      A-l


1.   WATER QUALITY

    Water quality impacts concern both surface water  and  groundwater.

    Approximately 96 percent  of the predictions made  for  water  quality  issues

    are qualitative.  Most water quality  impact predictions  referred  to

    relative improvements or  impacts  to surface and groundwater quality.


    Of the total  92 predictions made  for water quality  issues,  48 were  pre-

    dictions made for surface water quality  issues  (44  present, 4 implied) and

    44 predictions made for groundwater quality issues  (20 present, 24  implied.

    Impacts on surface water  due to improved effluent quality and elimination

    of plant bypasses to a stream and on  stream quality are  common predictions

    in NEPA documents.  The most common predictions concerning  groundwater

    quality impacts addressed the removal  of failing  septic  tank systems.

    Figure A-l illustrates the accuracy classification  of water quality issues.



        Figure A-l:  Accuracy Classification of Water Quality Issues
                                                  B-4% (4)
              A»  "As predicted or better then predicted"
              B*  "Prediction not sustained"
              O  "No impact concerns, not an issue"
              D*  "Conclusion now would be premature"

-------
                                  A-2


Table A-l below, presents a comparison of surface water and  groundwater

quality sub-issues.




Table A-l:  Accuracy Classification of Water Quality Sub-issues

                       A          BCD         Total
Surface water
Groundwater
Total
37
18
5T
(77%)
.(41%)
3
1
T
(6%)
.(2%)
2 (4%)
13 (30%)
T5~
6
12
T8~
(13%)
(27%)
48
44
     A = "As predicted or better than predicted"
     B = "Prediction not sustained"
     C = "No impact concerns,  not an issue"
     D = " Conclusion now would be premature"
Whereas 60 percent of all  water quality predictions are accurate,  or as

predicted, the above table shows that while the coun.t of predictions are

almost evenly split between surface and groundwater predictions, there are

twice as many accurate surface water quality predictions as groundwater

quality predictions.  Variability exists in the accuracy classification

of groundwater impacts.  In more than half the NEPA documents  for  this

study (24 of 44), there was no prediction present for the groundwater sub-

issue.  Nearly 30 percent of groundwater predictions were considered not

an issue and could not be evaluated due, for the most part, to the lack

of data or study of groundwater impacts.  Where surface water  quality pre-

dictions could not be evaluated, water sampling had yet to be  completed

for the receiving stream.

-------
                                      A-3


2.  WETLANDS

    Typically, predictions relating to impacts on wetlands  have  forecast  whether

    new facilities would be built in or adjacent to wetlands or  whether dis-

    charged effluent would affect wetlands.   A total  of 44  predictions  (12  pre-

    sent, 32 implied) were made for wetland  issues.  Though the  breakdown of

    quantitative/qualitative predictions for this issue shows that  only 14

    percent of wetland predictions were quantitative, six of twelve (50%) pre-

    dictions actually recorded in the NEPA documents  contained numeric  values.

    The remaining six were phrased as "no wetlands will  be  impacted," thus  zero

    acres of wetlands would be impacted (see Appendix B for specific predictions

    and actual impacts).  Figure A-2 presents the classification of accuracy

    for the wetland issues.
               Figure A-2:   Accuracy Classification  of  Wetlands  Predictions
                                                        B-7% (3)
                  A= "As predicted or better then predicted"
                  B' "Prediction not sustained"
                  O "No impact concerns, not an issue"
                  0* "Conclusion now would be premature"

-------
                                      A-4



    The percentage of wetland predictions considered  "not  an  issue"  was the

    second highest for the twelve issues  (energy  was  highest).  This  is due

    to the fact that, in most cases,  there were  no wetlands  in  the area to be

    impacted by a facility.   Consistently, a  large number  (32 of  44)  of implied

    predictions indicate no  impact  to wetlands.   None of the  wetland  predictions

    could be classified as "could not be  evaluated".


3.  FLOODPLAINS

    Predictions about floodplain impacts  were very similar to those  for wetland

    impacts in that they concerned  whether new facilities  would be built in or

    adjacent to floodplains.   Concern for floodplain  impacts  is whether the

    facilities created obstructions in the floodplain or increased flood eleva-

    tions expanding the 100  year flood area.   A  total  of 44  predictions (19

    present, 25 implied) were tabulated for floodplain issues.  Forty-three

    (43) percent of the NEPA documents addressed  floodplains.   Of the 19 predic-
                                                                                  i
    tions present, 5 (26%) were quantitative. Most floodplain  impact predictions

    are phrased as expected  relative  impacts  rather than as  specific  quantities

    to be impacted (see Appendix B  for specific  predictions and actual impacts).

    Figure A-3 presents the  classification of accuracy for floodplain issues.


    Of the twelve environmental concerns, floodplain  predictions  had  the third

    highest percentage classified "as predicted  of better  than  predicted"

    behind Physical Environment and Air Quality.   Here the percentage of predic-

    tions that were "not an  issue"  may be indicative  of the  fact  that, since a

    major facilities plan includes  siting alternatives which  avoid and/or mitigate

    impacts to floodplains,  most projects evaluated did not  involve  impacts to

    floodplains.

-------
                                      A-5
          Figure A-3:   Accuracy Classification  of Floodplain  Predictions
                                                        B-4% (2)
                                                        D-2% (1)
                 A*  "As  predicted  or  better  then  predicted"
                 B*  "Prediction  not sustained"
                 C»  "No  impact concerns,  not an issue"
                 D*  "Conclusion  now would be premature"


4.  BIOTA

    Predictions for  the  biota issue were  concerned with  potential  impacts to

    plants and animals due to construction and/or operation  of a facility.  This

    environmental concern  has three sub-issu»s:   1) terrestrial biota, 2) aquatic

    biota, and 3) rare,  endangered, or  threatened species.   Of the total 53

    predictions for  biota  issues there  were:  6 for the  terrestrial sub-issue (4

    present, 2 implied); 8 for the aquatic sub-issue  (7  present, 1 implied); 4

    for the rare, endangered, threatened  species  sub-issue (2 present, 2 implied);

    and 35 for the generic issue of biota (25 present, 10 implied).  Thus, the

    majority of biota  issue predictions were not  defined to  a sub-issue.


    Nearly 91 percent  of the biota predictions were qualitative.  Most impact

    predictions for  biota  issues concerned relative impacts  to vegetation or

    animal species.  Most  quantitative  predictions were phrased as "no vegata-

-------
                                      A-6


    tion will  be impacted"  (Appendix B lists  the specific  predictions  and actual

    impacts).   Predictions  for the biota  issue  resulted  in the  fourth  highest

    percentage of accuracy("as predicted  or better")  of  the twelve  issues.

    Figure A-4 illustrates  the classification of accuracy  for the biota issue.
             Figure A-4:   Accuracy  Classification  of  Biota  Predictions
                                                          B-4% (2)
                 A» "As  predicted or better then predicted"
                 B» "Prediction not sustained"
                 Ca "No  impact concerns,  not an  issue"
                 D* "Conclusion now would be premature"


5.  SOCIOECONOMIC

    Twenty (20)  percent  of environmental  impact  predictions  contained in this

    study referred to socioeconomic issues.  Largely  responsible  for the abund-

    ance of socioeconomic predictions is  the number of  indicators  included in

    the issue, such as population, growth,  user  charges,  and employment for

    which predictions were made.  A total  of 132 predictions (117  present, 15

    implied) were made for socioeconomic  issues.  Fifty  (50) percent were

    quantitative.

-------
                                  A-7

Figure A-5 illustrates the accuracy classification  distribution  for  the

socioeconomic issue.
        Figure A-5:   Accuracy Classification of  Socioeconomic  Predictions
                                                      C-1% (1)
              A» "As predicted or better then predicted"
              B* "Prediction not sustained"
              C= "No impact concerns, not an issue"
              D» "Conclusion now would be premature"


Socioeconomic issues had the  second  lowest percentage  of accurate predic-

tions and the highest percentage  of  inaccurate predictions.  Because of

the number of socioeconomic sub-issues  a  table of  the  results  is provided

to clarify the results.   Table  A-2 shows  the  accuracy  classification for

the various sub-issues.   Following the  table, further  findings of each socio-

economic sub-issue  are  provided.

-------
                                      A-8
        Table A-2:   Accuracy of Socioeconomic  Sub-Issue  Predictions


Sub-issue
Employment
User Charge
Land-Use
Population
Property Values
Secondary Growth
Total
Quant.
1
12
10
2
1
3
29
A = "As predicted or
B = "Prediction not
Accuracy
A
Qua! .Total
7 8
4 16
17 27
3 5
2 3
8 11
Quant.
0
5
0
4
0
0
41 70 9
Code
B
Qual.
0
4
0
2
0
3
9


Total
0
9
0
6
0
3
Quant
0
0
0
0
0
0
18 0

C
.Qual
0
0
0
1
0
0
1


.Total
0
0
0
1
0
0
Quant
1
1
1
23
0
2
1 28

0
.Qua!
5
3
3
1
0
3
15


.Tot



2


4
better than predicted"
sustained"






C = "No impact concerns, not an issue"
D = "Conclusion now
would be premature
II





0 Employment
  Employment predictions in this  study  primarily  relate  to  needs  for additional
  staff to operate a wastewater treatment  facility.   This sub-issue was addressed
  in 14 of 44 projects Of the 14  predictions,  2  (14%) were  quantitative predic-
  tions.  Six predictions classified  "could  not  be  evaluated,"  relate to future
  employment projections, within  a municipality  for  the  20-year planning period,
  for which assessments at this time  would be  premature.

0 User Charges
  Before 1979, less emphasis was  placed on highlighting  projected user fees--
  and the like—in NEPA documents.  Consequently, the results show that user
  fees were highlighted in 29 of  44 study  documents  (25  present,  4 implied).
  Sixty-two (62) percent of the predictions  were quantitative and forecasted
  average household dollar costs, while the remaining qualitative predictions
  stated costs as an expected increase  or  decrease.   Construction costs may

-------
                                      A-9

  change due to weather, time expected,  site problems,  labor,  and industrial
  market trends.  This fact may account  for the finding that fifty (50)  per-
  cent of all  innaccurate predictions ("prediction not  sustained") for socio-
  economic issues were for user charges.

0 Land-use
  Predictions  concerning the land-use primary addressed changes  in land-use of
  facility sites or zoning changes prompted by the wastewater  treatment  project.
  Approximately 87 percent of land-use predictions for  facility  sites  were
  accurate.

0 Population
  Facilities planning takes into account  20-year population  projections  for the
  area.  These figures,  prepared by the  responsible State  agency, are  often
  reported in  NEPA documents.  Eighty-one (81)  percent  of  population predictions
  were quantitative,  which indicates that in some cases only a general pre-
  diction about the expected change in population was made.

  Population predictions represented the  largest percentage  (18%) of all  sub-
  issues that  "could  not be evaluated".   This is due to the  fact  that, i-n most
  cases, it  is premature to evaluate a 20-year projection  when the projections
  were made  less than 20 years  ago.

0 Property Values
  Predictions  concerning the potential  impact of a project on  property values
  were only  addressed for 3 projects in the study. All  predictions made were
  accurate.

-------
                                      A-10

0 Secondary Growth
  A concern for some projects was  the potential  for  a  facility  to  induce  develop-
  ment in the planning area.   Predictions  for  this sub-issue  were  addressed in
  19 projects.   The majority  of the predictions  were qualitative,  and  a majority
  were found to be accurate.

0 Summary of Socioeconomic Sub-issues
  As presented  in Figure A-5, the  low percentage of  accurate  ("as  predicted or
  better than predicted") predictions can  be attributed  to  the  large percentage
  of predictions that could not be evaluated.  Many  predictions concerned  a
  20-year planning period yielding predictions that  would be  better examined
  at the conclusion of the planning period.  The high  percentage of inaccurate
  ("prediction  not sustained) predictions  is probably  due to  a  significant
  reliance on quantitative measures and  the fact that  cost  estimate figures
  presented in  facilities planning are susceptible to  changes in the economy
  between the planning, environmental review,  and construction  phases.

  Socioeconomic data were based on population  and economic  data developed  by
  agencies other than USEPA.   Unlike the other predictions  that have been
  examined among NEPA documents, Socioeconomic data  are  typically  based on
  records for broad applications by the  U.S. Census  Bureau  and  State Demographic
  Centers.  Socioeconomic data were also used  from 208 Planning Agencies  but
  when closely  examined could not  be readily distinguished  from that of any
  other Socioeconomic data source.

-------
                                      A-ll


6.  AGRICULTURE

    Predictions about the impacts of Construction Grants  projects  on  agricultural

    land appeared in many early NEPA documents  and virtually  all of the more

    recent ones.   The issue is related to both  direct  impacts of site selection

    and facility construction in terms of lost  agricultural  land as well as in-

    direct or induced effects brought about by  land development or sludge  land

    application.   A total  of 44 predictions (21 present,  23  implied)  were  made

    for agricultural issues.  Only 20 percent of the predictions were quantita-

    tive, stating the number of acres expected  to be impacted. The remaining

    predictions were qualitative and reflected  a statement of whether agricultural

    lands would be impacted.  Figure A-6 presents the  classification  of accuracy

    for agriculture predictions.


        Figure A-6:  Accuracy Classification of Agriculture Predictions
                                                       B-2%  (1)
                 A= "As  predicted or better then  predicted'
                 B= "Prediction not sustained"
                 C= "No  impact concerns,  not an  issue"
                 D= "Conclusion now would be premature"

-------
                                      A-12

    The percentage of accuracy ("as predicted or better")  for  agriculture  is
    consistent with the general  trend of accuracy for all  issues  (63%,  as  dis-
    cussed later).  The percentage of predictions considered  "not  an  issue" was
    third highest.  This is reflected by the large number  of  projects (23)  for
    which a prediction was implied.  That is, in more than half of the  projects,
    impacts to agriculture were  not considered an issue  that  needed to  be  tran-
    scribed to a NEPA document for public notice. •
7.  PHYSICAL ENVIRONMENT
    Predictions of impacts to the physical  environment from Construction Grants
    projects were related to effects on  topography,  soils  and  aesthetic values.
    In many cases, impacts on the physical  environment were predicted to be
    short-term impacts from construction practices that  should be  mitigated as
    much as possible.  Impacts due to erosion are of particular concern since
    construction activities may  cause these water pollution abatement projects
    themselves to become non-point sources of water  pollution.  A  total of 49
    predictions (32 present, 17  implied) were made for this issue. Eight  (8)
    percent of the predictions were quantitative. Most  predictions concerning
    the physical environment deal with qualitative impacts, most  of which  include
    mitigative measures to reduce the potential  impacts.   Figure  A-7  presents
    the classification of accuracy for physical  environment predictions.

    Physical'Environment issues  had the  highest percentage of  accuracy("as
    predicted or better").  None of the  issues could be  classified as worse
    than predicted.

-------
                                      A-13
    Figure A-7:  Accuracy Classification of Physical  Environment Predictions
                                                     D-4% (2)
                 A» "As predicted or better then predicted"
                 B* "Prediction not sustained"
                 Ca "No impact concerns, not an issue"
                 D» "Conclusion now would be premature"
8.  CULTURAL RESOURCES

    Cultural resource predictions concerned on  the potential  of  facility  con-

    struction impacts on historical  buildings and/or archaeological  sites  in

    an area.  The prediction is based on an evaluation  provided  by  USEPA  in

    consultation with the State Historic Preservation Officer (SHPO).  A

    prediction concerning cultural  resource impacts  was present  in  30  NEPA

    documents for this study.


    Fifty-five (55)  percent of the predictions  were  quantitative predictions,

    most of which were phrased as "no impacts to  cultural  resources  will occur."

    Figure A-8 presents the classification  of accuracy  for cultural  resource

    issues.

-------
                                      A-14
    Figure A-8:   Accuracy Classification  of Cultural  Resource  Predictions
                                                        D-2% (1)
               A- "As  predicted or better then predicted"
               B» "Prediction not sustained"
               C* "No  impact concerns, not an issue"
               0* "Conclusion now would be premature"
    This issue was  one of  three  for  which  none  of  the  predictions were innaccu-

    rate("prediction  not  sustained").   The percentage  of accuracyC'as predicted

    or better") is  the third  highest of all  issues which is  probably due to

    the quality of  the SHPO data base  or field  surveys done  in advance.

9.  SOLID WASTE

    Solid waste predictions addressed  in NEPA documents usually concerned sludge

    management and  referred to both  land application and landfilling of sludge.

    Many of the early NEPA documents made  no predictions relating to solid

    waste issues, but virtually  all  later  documents contained some reference to

    solid waste.   Of  the  total of 45 predictions  (25 present, 20 implied), only

    11 percent were quantitative.  Figure  A-9 presents the accuracy classifica-

    tion for solid  waste  predictions.

-------
                                       A-15
         Figure A-9:   Accuracy Classification of Solid Waste Predictions
                   A» "As predicted or better then predicted"
                   B» "Prediction not sustained"
                   O "No impact concerns, not an issue"
                   0* "Conclusion now would be premature"

     The relatively high percentage of predictions  that were "not  an  issue"

     indicates that for  several  projects  no sludge  was  generated  by the

     selected process or the issue  was not  a  concern  of the NEPA  public

     notice documents.

10.   ENERGY

     Most predictions on energy  issues relate to  energy use for the operation

     of facilities built with Federal  Construction  Grants.   Predictions  and  find-

     ings of energy use  focused  on  expected and actual  energy  use  in  new faci-

     lities.  NEPA document  predictions  are stated  in terms of fuel use,

     energy consumption, electricity use, or  all  of these.   This  issue was

     addressed in 14 projects.   Figure A-10 presents  the classification  of

     accuracy for the energy issue.


     Energy predictions  resulted in the  lowest accuracy percentage for "as pre-

     dicted or better".   The percent of  predictions classified "not an issue,"

     was highest of all  environmental  concerns.   This clearly  shows that  energy

-------
                                       A-16
         Figure A-10:   Accuracy Classification  of Energy Predictions
               B-5% (2)
                   A» "As predicted or better then predicted"
                   B* "Prediction not sustained"
                   O "No impact concerns, not an issue"
                   D= "Conclusion now would be premature"
     predictions were rarely extracted from the operational  calculations of
     wastewater treatment plans.
11.  AIR QUALITY
     Predictions relating to the impact of Construction  Grant  projects on air
     quality are usually stated in  terms of impacts  due  to  dust or odors.  Short
     term impacts such as dust problems, were often  expected  to be mitigated
     during construction.  Either an increase or decrease in  odors was a topic
     of concern for treatment plant operations.   Long  term  air quality impacts
     were usually addressed by stating that the project  conformed to the State
     Implementation Plan for air quality.

     A total of 44 predictions (29 present, 15 implied)  were  made for this
     issue.  Only 7 percent of the predictions were  quantitative, mainly those
     phrased as "no impacts to air quality."  Figure  A-ll presents the classifica-
     tion of accuracy for air quality.

-------
                                       A-17
          Figure A-ll:   Accuracy Classification  of Air Quality Predictions
                                                           B-2% (1)
                                                           D-2% (1)
                  A» "As predicted or better then predicted"
                  B» "Prediction not sustained"
                  O "No impact concerns, not an issue"
                  D* "Conclusion now would be premature"


     The second highest percent of accurate  predictions  ("as  predicted or

     better") was for air quality issues.  The  relatively  high percentage of

     "not an issue"  indicates  that the  air quality  issues  are often  not a

     concern or are  easily and effectively mitigated.


12.   OTHER/RECREATION

     Recreational  impacts were addressed  in  9 projects  for this study.  Figure

     A-12 presents the classification of  accuracy for recreation.


     The percentage  of predictions that were classified  in Category D, "could

     not be  evaluated", is the second highest of  all predictions.  This is

     due to  data that was not  readily available,  as explained earlier, and

     thus no comparison could  be made during or  following the field visit.

-------
                              A-18
Figure A-12:   Accuracy  Classification  of  Other/Recreation Predictions
                                                    C-7%  (1)
          A» "As predicted or better then predicted1
          B» "Prediction not sustained"
          C* "No impact concerns, not an issue"
          D» "Conclusion now would be premature"

-------
                  APPENDIX B

FEDERAL STATUTES PERTINENT TO ENVIRONMENTAL
REVIEW OF CONSTRUCTION GRANTS PROJECTS

-------
B.I  Federal Regulations
     Table B-l lists major Federal statutes, regulations, and executive orders
that aay be expected to have influenced facility planning for construction
grant projects and the review of plans through the NEPA process during the
period of this study (1975 to 1982).  This is a general list, and many of
these regulations vould not have affected the need to state potential
environmental impact predictions for each project.

     The nev regulations listed in Table B-2 were especially relevant to the
assessment of impacts of construction grant projects.  Most of these vere
cited, in some manner, in guidance documents distributed to Federal and many
State Construction Grants program staff for use in reviewing plans and other
documents submitted to program staff by grantees and grant applicants.  This
list is excerpted from a more general one relating to all aspects of con-
struction grant review contained in EPA'a Office of Water Program Operations,
Regulation and Policy Matrix;  A Guide to the Rules Governing Grants Awarded
Under the Construction Grants Program (December 1983).  This list includes
Federal regulations relating specifically to the implementation of NEPA as it
relates to the Construction Grants program, in addition to closely related
regulated costs (including cost effectiveness analyses and industrial cost
recovery provisions).

     NEPA documents rarely state which legal considerations formed the basis
of decisions to include or exclude certain types of environmental impact
issues, or decisions on methods of formulating predictions.  Because of this,
there is no way of knowing exactly which statutes or regulations were actually
taken into account in preparing NEPA documents.

B.2  Program Guidance
     The actual developments in the Federal regulatory climate that would most
directly affect the preparation of NEPA documents would have been guidance
documents, reflecting new Federal policies.  These would be further affected
                                    B-l

-------
                          TABLE B-l   FEDERAL REGULATIONS IN EFFECT
WATER QUALITY

  Surface Water
  Groundvater
WETLANDS
FLOODPLAINS
BIOTA
SOCIOECONOMIC
  Und Use
AGRICULTURAL
 Clean Water Act of 1977, as amended (PL 95-523, 42 U.S.C.  300)
 Federal Water Pollution Control Act of 1972
   (PL 92-500, 33 USC 466 et. seq.)
 USEPA.  Regulations for the discharge of vastevater into the
   waters of the U.S. (40 CFR Parts 122-125, 129, 133)
 USEPA.  Guidelines on discharge of dredged or fill materials
   to navigable waters (40 CFR 230)
 Rivers and Harbors Act of 1899 (33 U.S.C. 401 «8. seq.)

 Clean Water Act, as amended (PL 95-523, 42 U.S.C. 300)
 Resource Conservation and Recovery Act of 1976, as amended
   (PL 94-580, 42 USC 6901)
 Safe Water Drinking Act of 1974 (PL 93-523, 42 USC 300)

USEPA.  "Statement of Procedures on Flood Management and
  Wetlands Protection" (44 FR 1455, January 5, 1979)
Executive order 11990, Protection of Wetlands (42 FR 26961,
  May 25, 1977)
Clean Water Act, Section 404 (33 U.S.C. 1251)
Rivers and Harbors Act, Section 10 (33 U.S.C. 401)

USEPA*  "Statement of Procedures on Flood Management and
  Wetlands Protection" (44 FR 1455, January 5, 1979)
US Water Resources Council.  Floodplaln Management Guidelines for
  Implementing Executive Order 11988 (43 FR 6030, Febuary 10, 1978)
Executive Order 11988, Floodplaln Management (42 FR 26951,
  May 25, 1977)
Clean Water Act, Section 404 (33 U.S.C. 1251)                     ;
Flood Disaster Protection Act of 1973; National Flood Insurance
  Act (42 USC 400 et. seq.)
Rivers and Harbors and Flood Control Act (33 USC 569 et. seq.)    '
Rivers and Harbors Act of 1899 (33 U.S.C. 401 et. seq.)

Endangered Species Act Amendments of 1982 (16 U.S.C. 153 et.  seq.)
Executive Order 11911, Preservation of Endangered Species
  (41 FR 15683 April 13, 1976)
U.S. Dept. of Interior, Fish and Wildlife Service.  Interagency
  Cooperation Endangered Species Act of 1973 (50 CFR Pert 402)
Endangered Species Act of 1973, as amended
Marine Mammal Protection Act 1972 (16 U.S.C. 1361 et. seq.)
Wilderness Act of 1964, as amended (16 U.S.C. 1131)
Fish and Wildlife Coordination Act of 1934, 'as amended
  (16 U.S.C. 661, 742; 43 CFR Part 17)
Federal Coastal Zone Management Act of 1972, as amended
  (16 U.S.C. 1451)

U.S. Dept. of Agriculture.  Land Use Policy (Reg. 9500-3,
  March 22, 1983)
Agriculture and Food Act of 1981, Farmland Protection Policy
  (PL 97-98, Dec. 22, 1981)
USEPA.  Policy to Protect Environmentally Significant Agricultural
Lands (September 8, 1978)

-------
                 TABLE B-l   FEDERAL REGULATIONS IN EFFECT (Continued)
PHYSICAL ENVIRONMENT
CULTURAL RESOURCES
SOLID WASTE
AIR QUALITY
NOISE
                     Wild tod Scenic River* Act of 1968 (16 U.S.C.  1274)
                     National Natural Landmark.* Program (36 C7R Part 1212;  45 FR 81184,
                       December 9, 1980)
                     Adviiory Council on Historic Preservation*  Protection of Historic
                       and Cultural Properties (36 CFR Part 800)
                     Advisory Council on Historic Preservation.  National Registration
                       Criteria (36 CFR Parts 63, 64,  66)
                     Executive Order 11593, Protection and Enhancement* of the Cultural
                       Environment (May 13, 1979)
                     Archaeological and Historic Preservation Act of 1974
                       (16 U.S.C. 469 et. seq.)
                     National Historic Preservation Act of 1966, as  amended
                       (16 U.S.C. 470 et. seq.)
                     Historic Sites, Building and Antiquities Act of 1935
1984 Hazardous and Solid Waste Amendments (PL 98-616,
  98 Stat. 3221, November 8, 1984)
Comprehensive Environmental Response, Compensation,  and Liability
  Act of 1980, as amended (PL 96-510)
Solid Waste Disposal Act of 1980 (PL 96-482)
Used Oil Recycling Act of 1980 (PL 96-463)
Quiet Communities Act of 1978 (PL 95-609)
Resource Conservation and Recovery Act (PL 94-580, October  21,  1976)
Solid Waste Disposal Act (42 U.S.C. 3251)

Clean Air Act Amendments of 1983 (PL 98-45, July 12, 1983)
Clean Air Act Amendments of 1981 (PL 97-23, July 17, 1981)
Clean Air Act Amendments of 1977 (PL 95-95, August 7,  1977)
Clean Air Act Amendments of 1970 (PL 91-604, December  31,  1970)
Clean Air Act (42 U.S.C. 1957 et. seq.)

Quiet Communities Act (PL 95-609 Section 2, November 8, 1978)
Noise Control Act of 1972 (PL 92-842)
1970 Noise Pollution and Abatement Act (PL 91-604)
                                       B-3

-------


•


jg
^3
«
o
a.

12

cj

g

i
at
1

u
z
"
ft.
01

z
o
ft
H
H
CU
_J
ft.
X

U
s
H
cj
z
«•*
H
Ctl
c*.
Ca.


CA
H

2
CJ

J

«yj
Cal
2
bw

















V
i
cS









«
44
U
CU 41
|*- S
u a




co
e
o

^ j
^
X
e
eg

^
eg.
a.
x>
41
44
(J

UM

u
e
Sfa ft V
41 CO O hi
44 44 41 «
^ eg U « i
J»»|^

8 * u 44 c eu
eg 44 eg JS
44 .0 C 4) fa 44
e 9 ft ft «0
So -- - 2
.4 44 co co eg
144 00X1 hi CO
ft ** e e 4i u
e c ft 9 xi eg
ao 4> .e a- 4i -« •
ft B 44 M ft ft CO
co c cu e u
hi hi CU X» 4>
0) 41 41 •«« 44
> .C CO 44 <*4 eg
« o 44 cu o a
44 00 O CO CO
e co 41 co co
cu ft QO cu co e •
co eg c cw a o e
41 hi Q O 41 — O
hi cu i u hi ft ft
a. xi « a. y — : 44
cu 41 e — eg
hi »44 • 44 •• A c
44 e
CN 41 u 

ca
cu
O <0
e "eu
O U
ft • fa
44 ON 41 X
eg so 44 -4
44 ON eg 44
e — > u
AJ 44 AJ ill
• ft O 44 U
41 O CO ft
•* e eg rj
a. 44 o 3
• U -4 CO
«4 «< 44 fa C •
co x fa 144 ft eg
• u eg a. u
< «4 a. co oo
a. ft cu 44 x> o
w o fa c cu fa
a. a. 41 44 ft.
44 a eg
e »•* hi cu ft co
41 (0 Q 44 U 44
co 44 w eg o c
4) C 44 ca eg
h. 41 CO CO CO h.
0. B 41 < CJ
cu e e 44
fa o — u xi e
t. — oj e o
CD — cu a. « —
C > -0 • 44
o e -M M co u
— W 3 J* 3
44 O — * U U.
eg -«  CU
j: j: 3 c u o
H 44 W U H 44



«
*H«,
\o
^,
evi







144
O
co
e 44
O U NO
ft eg 0»
44 &  eg u 44 cu
eg e 44 4i e u
a. u in CA f a.


i
•O '
e
eg
^•^ •
f^
^
«N
00

CU
JS
ft
A
I

those
41
XI
CU
co
fa
s.
3
CO
CO
O
44
eg
"3
00
cu



2
^^

•^
(^

CU
£
44
144
O

c
o

44
44
e
cu

41
a.
•
i

^

44
fa
eg
ft.

44
a x co £.
c -a c 44
41 41 41
X 44 U 44
A eg e eg
XI O U
XI U f*
41 O X>
3 44 4i e
co 4i -a
•4 U • O
C eg 44
CO CU 41
4) — fa XI
e fa a. cu
- j co
f> Q. 41 w4
41 X £ >
XI 41 44 CU
-* fa
3 «o e
00^3 -4 e
• "a. xi cu
O 41 J3
fa "N CO
*• CM CO CO
c» 3 eg
XI -^ 0 Xi
V ft U
44 >•» fl f.
fl  U ft
CN fa ••> 44
•"^ «P« < U
— CJ ft. CU
— 'f' ttl OT










41 C
U O
e —>
eg 44
44 ft
CO CO
*«4 «4
CO 3
co cr
< u O
< ro
e ON
O X —
•4 44
44 fa «44
eg cu O
u a.
O O 44
— i fa O
0) ft. <
at
ft co
• eg cu
fa 41 f>
o at u

e c o
=> eg ft.
O
e

e* u
O fa

41 —

44 ->4 O
3
o cr «

44 XI
0 XI CU
4) e 3
T» JJ «
4M *4J CO
CO 00
e e
CO ft 41
cU *X)
CO 41
44 > CO
e o eg
j, 00*
cu co e
CO 4» 0
9 U ft
CU 3 44
XI eg
^4 CU ^*)
O U 3
0 00
e fa cu
o a. fa
44 XI •»
ft e
co eg 44
«4 fa
3 co eg
cr cu a.
u -4
eg u •*
•^ eg
41 ft e
JS 9 —
44 A. >44


















CO
00 XI
o e
\O n>
^f ^C
1
§:
* ^4
«» XI
e
u&
cu a.
en <























f^
CO
2


















CM
m
O
ft

a.

at
ft
4)
B -4
-. ^
hi •
4) eg
44 41
e u
ft a.




§
>*
CO
v4
41

b
O
IW
eg
•^
cu '
"
trt
u
cu
x>
e
M
- V
j
44
eg
—4
00
eg
Q
~4



fC
^^
"*
•««.
*fl*







Uri
O

e
o
44
10
hi
a.
41
hi
a.
r

^

44
eg
a.



• A
CO
c
••4
(0
41 —
i .£
•4 — O
U W O
e Q.M
*4 tOMl
CD CO* —
Shi 44
4) eg
a > 44
4t fi ft
M hi ^
.. y i

- C 41
U 0) >*•
*. S2
o -o
^0 ^*
e e -i
•P4
«j ^9 •*
i eg
« •-*
hi co
a, cu •*
e eg
oo o f
C N 3
•< 44
U CO fl
6 4 W
o o oo


















44
U
S.
•

^
eg
w
c co
S =
C 4)
0 •
hi 41
«4 44
> eg
e 44
w in




x •-
u e
eg o
•o —
e 44
o eg
CU •— ft
co ft

e eg u
x > er
hi ^ CU
244 fa
u
ft 9 eg
fa O ^
o. fa  CW 4)
c a a
41 a* co












c
o
*•*
tJ
(B
U
«4
u'a.
ft a.
— eg
•vri
J3 CU
eg >
O f>
ft 44
-4 CJ
— eg
Q. O
a. fa
< 44
cu
*V fiC
o
• u
vO s^
OJ


ca
W


aa


H
           v
(U ft Cb

44 ^

   3  e
                    00
                    **
       S£5    2
eN «» *n




® —2


— r^ •*



a. a. ft
                                                                         00  ft
                                                                                              m



                                                                                              •»
                                                                                    B-4
                                                                                                            O *•»
                                                                                                            a. — a.

-------
 •e
  4)

  e
 co
 H
 O
at
H
en
 at


3

 ta.
 O

 z
 O
 I—I
 H

 f-

 u

 u

 a.
 cu
 >
 u
 01  V
IM  M

U  O
 u
 u
 Eb
 O
 3
 U
  U
  O
  u
  Cb
  I
 CO
u
    %
    b

    S.
             «  ae
            ^4   •
         at •*  Cb
         w .a
 O         C
M  09     •*

 at  4t     e
v*  •*  ••> v4
.o  e  at  g
 eg  s  M-  i  -
 u      oi  at
o4  in •*  b
—I  P*  b
 a^»  am
 a—  o  r*
 OJ  •*-  b  -**
    P*  0."*
 M      a —
 0  01  9  «*.
 e  b     •*
    O  *••
c/j    4)  .O
    "3 -O
 C  b —  CO
 O  eg  a)  41
-4  »  C  3
M  eg  o  a
   a  _>  c
 b  b  01  O
 a. oo  b  -4
        U  M
 b  r»  at  eg
 O     —  b
•M  a  c  eg
    41 —  -4
 0)  M  |  U
—  to -a  41
 b     <  -3
 41  b
M  o -*  at
o*      9  >   •
 b    c
                                                         —  b  o  b
                                                         o*  4>  x o
                                                          eg  co  at  -t
                                                          M-  at i  a
                                                          at  b     at
                                                         •o      >» u
                                                             • «  u  b.
                                                          41  00 •*  41
                                                         •e  e  u  M
                                                         •N  o*  eg  e
                                                             4>  e
                                                               e
TJ  o
04  b
 > o4
 O  >
 b  e
a,  4)
                                           I5
                                           a. u

                                           0,2!
                                           01  O
                                           e  O
                             b U
                             at
                             CO b
                                O
                                                           c -4  «*  eg  o
                                                           -4     w  a. ~«
                                                             CO
                                                             > r*
                                                             O r*.
                                                         —  e
                                                          41  O
                                            3  eg
                                            90 —

                                            o  a
                                                               a
                                                          05
                                                          at
                                                          00 ••
                                                          e  u
                                                          eg  o

                                                         •So
                                                             o
 u  eg
 3  U
 b
 M  at
 co  >
 e  —
 O  M
 U  U
    01
 00 ««
 e  IM
—  at
 oo i
 eg  M
 u  CB
 09  O
    U
                                              —  X 41
                                            41  09
                                            CO  09
                                            9  3
                                            a. u
                                            o  co
                                            b  
        at  e
        >  e
        eg  u
                                                                                          V  U
                                                                                          U  41
                                                                                          (0  w
                                                                                         •O  <0
w  b
    41
 e  -o

 0  £


 at  at
M  £
 u  M

 S  e
 at  M

 CO  09
 eg  u   .
 >  e «N
    41 P-
P*  • OS
P*  -Q -*
os  e
M  4) IM
        So

 O      *•)

M  O <
                                                                                                                                      V
                                                                                                                                      b
                                                                                                                    a

                                                                                                                    o
                                                                                                                    e
                                                                                                       
                                                                                                        >  ••«
                                                                                                        O  M
                                                                                                        u  «
                                                                                                        a e
                                                                                                           b
                                                                                                        a>  41
                                                                                                       p*  U
                                                                                                       .0  --
                                                                                                        •  «
                                                                                                        a
                                                                                                        41  ^
                                                                                                        b  C
                                                                                                       a.  co
                                                                                                                  09  3
                                                                                                                      O
                                                                                                                  CO £
                                                                                                                  eg  co

                                                                                                                  41   •
                                                                                                                  M   •
                                                                                                                  eg   •
                                                                                                                           —  o  at
                                                                                                                           Mb|
                                                             e
                                                             b
                                                         c  a
                                                                 CO
                                                          _  w  e
                                                          a  e  o
                                                          Sto  o —•
                                                      b    4  «*
       m  a
                                                           V
                                                           u
                                                           CO
                                                                        e
                                                                        at
                                                                    b  • ~*
                                                                    O  <-> (M
                                                                    IM  eg p*.
                                                                        41 O>
                                                                    09  b —
                                                                    w  H
                                                                    e     >*-
                                                                    eg  >M o
                                                                    b  O
                                                                                        co
                                                                                        41
                                                                       U  41
                                                                                    M --4      41
                                                                                               a    r»
                                                                       at     -•
                                                                       Cb
                                                                        co
                                                                       3
                                                                                    1  —
                                                         in
                                                         ft
                                        41        -4  a.
                                        u     u M  3
                                        e        u  tb
                                        •»
                                        w     b b
                                        co     eg M  co
                                       -.     a co  j<
                                               ^ C  b
                                                                                    X  (0
                                                                                    a
                                                                                    a
                                                                                   <
                                                                                               e
                                                                                     ,4  <     b 04
                                                                                  M ->  3        -i
                                                                                      U  U     -DC
                                                                                  u  3  >-•     oi  at P^
                                                                                  b  b         CO  • P".
                                                                                  eg w  99     o  4) os
                                                                                  a.  co  jt     Q.-. -.
                                                                                  .o  e  b     o  a
                                                                                  300     b  • IM
                                                                                  w O  i     a, -4  o
                                                                                                                                                          Of
                                                                                                                                                          b.
                                                                                                                                                         

-------
                i
            u
            V  CU


            u  a
u
u
c*.
u.
V)

o

H



C9
U
O
til
u.
                u
                V
                en
  Cvj
    I

  03
            •O
             4>
  U


  <        "*  "
  H     41 —  C«.

         a"  3  c
            0.  —
                        U -O          4)             CN
                        0  41          CO
                       U.  w      CO  3              Q.
                            eg      b                  41
                        CD  U      41  •*•<*>     W
                       •P* —      co  eg  41       • co
                        « -O   b  a  3  w  0.-0      08
                        eg  41   41      *j  00  4>  1)  CO w
                                                                              CO
                                                                              e
                                                                              o
                                                                              80 •         ^
                                                                                  §4»          o
                                                                                  a     js
                                                                                         w  e
                                                                                                  §08
                                                                                                  CO
                                                                                                  4)   •   •
                                                                          O  •*-   «    -O     -«   41   X

                                                                          41      CM      «      3   OB  —
                                                                          >  e         £          x  >
                                                                          41  O  b     .C  41  "O   CO  —
                                                                          •0—0     ^ .fl   4>      «
                        a -4  •>
                        41  >  r»   o
                        X  O     c  —
<  ^
                                                           o   41
                                           CD -..  X  X 4J
                                           ^ vO  a  co —

                                           CD  b  41  41 —
                                               It  00  00 u
                                       00
                                       b  

a.     41  o  ^
Ob-fl ^ —  
e  s  >  41  x
                                                               b  CO
                                                               41
                                                               08
                                                                  O
                                                                  e
                                                                          i-      cow
                                                       C  b  41  «   U
                                                       «  eg  OB  u
                                                      —  w  3  eg   4)
                                                       9} —     —  f
                                                       >  e  4*  a a

                                                       3  CO      •-  C

                                                       41  O  «  41
                                                      s  41  *b  b  e          o   a

                                                      •5"°2co8wCMU

                                                      C  ^  b      eg  4)  b  41
                                                      ooooa-iooic
                                                      u  —  i  w      4>      «*•«g
                                                          b         00  b PI  O^C
                                                      *J  1|  b  Xf-. -<     ^<*<
                                                      CD  (L 41  — "-.  3  0-41
                                                                          CD  —  41     •* _
                                                                          «  b  e  e     *  o    •
                                                                          wo      o  b u  e    •
                                                              00   O

                                                              -..  CT>
                                                                          eg

                                                                          b
                                                                          w
                                                                          CO
                                                                          egb4>«»'.er--<*->

                                                                          ao I  — —  * —  CO    •>
                                                                                  >  |  ••  9  <•>  ^  ^*
                                                                            • ao 41 —  co     •«*  41  *J
                                                                          b  e  b —  •  4>  so   >  o
                                                                          41  —          «  u       O  eg

                                                                          v  3  «  •  eg  eg   w   a. CM
        41 ^J     CJ  •««.
        ao      x—  vo
        b U*  b

    •O £      >  O  —
    e  u  OB  o     <->
    —  CD  co  y  e  e

    • TS—  b —  »^o      3  ~  « .  .   _   _   _
    O              4j^CDbO.eg«
    b js  b v^  eg  ig     |  «^  01 *^  B       •  w
    <*«UOQb3">4iega.ego   •»«
                                                              <«o
                                                               U   u
                                                               egOi
                                                               »   O.
                                                                                         ^   eg
                                                                          X084I
                                                                                  3-4-4      4)       O
                                                                              ae^-4<«b>riaE
                                                                              OCeOCO4lU
                            b
                           , 41
                        00
                           in
                                    41
                                    CO
                                    3

                                    b
                                    O
             i
             V
             b   •
            —   V

             cr  ce
            ££>

            CM   ao

              •   eg
            in  j:
            «••»   y
                                                41

                                                3

                                                41
                                                           b
                                                           41
                                    3

                                    41
                        S.
                        a. 4,
                                                   X
                                               —  co

                                               ON  41
                                               CM  ao

                                                •  «
                                               m  A
                O
                b
                a. v
                                    <  co
                                        x
                                    CM  CO
                                     I
                                    9*  41
                                    CM  00
                                                           m f,
                                                               w«u
                                                               co     cj
 e  co
 cu  •
 •  41
 41  *


\\

 V  41

    b
<—  eg

 b  U
 41
 e  b
                                                           o

                                                           o

                                                           eg

                                                           e

                                                           8
                                                           41
                                                                                              41
                           CM
                            I
    co      —
    3

    —       I
                                                                        •  b
                                                                      m  o
                                           u
                                       CM
                                       cr»  b
                                        •  41
                                       m  co
                                                                          e

                                                                              x

                                                                          O  V
                                                                                                             •—      e  u
            CO      CU  CO
            3      t.  O

            ?      3  W
                                                                                                              41  X

                                                                                                             w  41


                                                                                                             <*•  O
                                                                                                              O  U
O  98
b  0
a  u
                                                   b
                                                   u
                                                   a
                                                   3
                                                                                                                                                    e  e
                                                                                                                                                   -*  X

                                                                                                                                                        a.
                    V  eg             eg
     x     co      ofi —         —  —
     b       I           b          I   b
     ttl      l**^      QO  iU  fl     QD  ^rf  B
     >      O      CM  CO  41     CM  CO  4>

     U       •       • ^  CO      •  TJ  CO
in  41      «n      >n  e  x     in  c  x
              CM
               i
              CO
              CM
                                                                                                                            in
X
b
V

O
u
41
b
                                                                                  co
                                                                                  O
                                                                                  u
                                                                                        B-6

-------
bu
O

O


I
til
u
w
bu
C/3


O
M*

H
u
o
tsl
 I

03



Dd


GO.


H
          41
          >
          y
          41  4)
          <4ri  W
          >M  (Q

          w  a
             u
             01
            C/3
   V


   8)

   v4

41  •*
                                               e
                                           41  V
                                           b  08  •

                                           228
                                           i  up
                                            o>
                                           X -«
                                           08 00 08

                                              O 08

                                           01 PM 01
                                           b O -H
                                                        «


                                                        3 ^

                                                        X 4J
                                                        
                                                        MO,       b

                                                        •a a  o  o  3  o.
                                                              e     cr 01

                                                        85
                                              01 V     O
                                              ^1 OT^     ^^

                                           « eg A
                                           08 b v     X
                                           eg    ao OJ  w


                                              e — —  y
                                           X 3 V CO  9
                                                                    U

                                                                      •o w u eu
                                                                   0)        U >
                                                                    08
                                                                    eg
                                                                 08


                                                                Is
                                                                —  QO  •

                                                                •§ —  c
                                                                ••4  b •*
                                                                 3 4J  b

                                                                       4>
                                                                 08  CO JS
                                                                 co  «
                                                                 41     u
                                                                                                     O
                                                                                                               08

                                                                                                               e
                                           01  41 •->


                                           O     41
                                           ^ **     V
                                                           eg w  b  eg


                                                        O    01  •  **
                                                                             b     08  01
                                                                             e  x o  i

                                                                             X —     08
                                            Q.  41 *J —  08 U

                                            m -« a  a-  o   >*  01 I  
                                                                ^ o ^  «     ja u vw y
                                                                                         01 w eg

                                                                                           C
                                           08 C b

                                           cS^S
                                                          ^4  0)     u


                                                        41  tg     o  «j
                                                                      « y 41 0
                                                                   b *^    CO
                                                                   o Q. 0) * e
                                                                      eg > .o o

                                                                   O •v. «l CO w

                                                                    . e «    o

                                                                   — •*    CO



                                                                   *«4 00 ^ 00
                                                     4IO3— *JO4>CO'«-«8
                                                    >^  &  a.    cu-oof^x*j^
                                                                       9)
                                                           41  01  b  U  O

                                                        «  
               o
                   41
                      O
                      u
 e  v
 o  >

 c  3
 3  41
•rt  U
 w
 0  u
u  08
 «  O
 U  U
                                              co
                                              x
                                                                                                     ee
                                                                                                     00
                                                                                                     ON
                                                                                              O
                                                                                                           01
                                                                                                           >
                   I
                  ao
                   >n
                   »n
      -» mi 08     •

       I  b u    ui

•    OO it C    r*l

CU    (N 08 4(

u    ON 3 B    u
                         x
                         at
                               tTi  e  eg
             (B
            0.
                                        o  co
                                        «  J>
                                       >M  e
                                       *- — <
                                       UJ •-
                                        I   01
                                       w ^
                                        08 ^
                                        O  3
                                       U O
                                                                                              3    -3

                                                                                              U    U
                                                                                              41    01
                                                                                              X    X
                                                                                              U    bl
                                                                                                     »

                                                                                                    o


                                                                                                    «e

-------
              i
 w

 H
tn

O
 u
 bl
 u
 th
ca'
 3
           y
           cu  cu
           M»  <8
           u o
               y
               cu
              M
           CU


           CD at


        CU r* Ub
        fai JO
        eg  3  e
                     co        o
                     cu        —
                     b oo e  M
                     3 e —  *
                     •o —     a.
                     cu -a f.  —
                     y 3     y

                     b y  41  M
                     a. e «  b
                     w e
                     b O
                     O —
       3  O
       O
       b  fat
       u  e
                     cu —
                     co y

                     CD fai
                     e b

                     ° 3.
                     fat
                     «o
                     — —     cu
       b  41
       O  CO
       CO  b
       —  a
       > ja

       3.5
 ^2

 2!  I

m  b

o

— 1
b
«
oo
c
e
b
41
y
o
y

e
eg
cu

0

fai
eg
fai
e
1
a
0
^«o|

cu
eg
CO

i


cu
b
41
i
eg
e
^
>
*••!

•
41

^•4

• «**
^3
*
e
i
cu

"o.
—
00
«4
V


^
§
CO


o

^
3
•D4
«—4
S.
struct Ion
e
o
y

cu
—
w3
<0

O

!•*
1

•
CU
CO
CO
cu
b
T3
•9
S
•V
s
eg
1
•

41

e
—
b
CL
4)
tation of
e

S
p^
a
^•j

jj
M
(^4
*
T»
cu
4
*•*
y
o
CO
eg
ca
u
CO
o
y
•
b
00
o
a

CO

e
eg
b
00















I

u
I -
e
o
—
3
c—
A
iL
b
•94
eg

to
^4
X
factor

e
o

^
eg
t-4
eg
u
CO
cu

M

41
fai

 cu  y
fat  4i  o w  <:
 b JS  y «
 «g  fat  4) 3  b
a.     at     41
    b     00  fa>
 y  4»  -n e  a

= 1  ss*
JD 5     e  e
 3     e —  «
£  CO  O b  CU
    B  — O  —
 I   eg  fat     CJ
    b  eg cu
    eo > «w  cu
                     in
                     (M
 O  b  eg jS
 b  CU  (A fai
a.  a
    e  cu -a
 c  q  j= e
— O  fai a
                 m
                 CN
                  I
                                          U
                                          D
                                         en
                                                ta.


                                                4)
                                                b
                                                a.
                            CU
                            W
                            O
                            U
                           a.
                                                       «B
                                                       y
                                  e
                                  eg
                                                       4)
                                                       w
                                                       iq
                                                          4)
                                                          y
                                                                              b

                                                                              U
fai  a     3

cu  e     c
b  «  x eg
H  b J3  41
   u     —
b    -O  U
v  e  cu
«  o -a  41
eg — —  jS

4i  u  a
fai  3  b  Ifal
at  b a.  o

32.*
 eg O  —

—  •• eg
 y  co  fat

"e "b  "m
 3  O  —
          4i  y
          M <
                                                                              to
                                                                                        eg
                                                                                        cu
 co
 41
 b
 3
•o
 CU
 y
 o
 b
a>

•o co
                                                                                           in
                                                                                        o  at
                                                                                       a.  c*.
                                                                                                  y
                                                                                                  a
 cu

 a

CA

 I

in
           c
           41
       b  •
       O  *j
       MM  eg
           cu ***
       CO  b P«.     I
       fai  H r.    w
       e    e>    co
       <0 *• —    9
       b  o        o
       CJ    iw
           e  o     i
       t   o
 41        — <    <
 y     W  fai X
 e         u u    x
 <0     fat  3 w    —
 fat     b  b        "O
 co       e
                                                                                                                             y  cu
                                                                                                                             4)  T>
                                                                                                           3
                                                                                                       u  u
                                                                                                                                      ac
                                                                                                                                      Ob
                                                                                                                  CU
                                                                                                                  b
                                                                                                                  a.
                                               ca

                                               S.
                                               o
                                               b
                                               a.
                                               0
                                               eo
                                                                                R-S

-------

f^
•
4)
£
**-4
C
S


«•
^3
QE
^3
^J
as
-4
H
»
2
K
u
o

1

OB
H
tn
z
S

u
z
"••
^
a.
Cd
z

fib
o

o

H

^_t
Z
u

u
J
DM
Z


U
E
W
z
H
U
u
d.
iS

en

0
1-4
H

J
U
a

i
flC
(U
o
u
bb

CM
i
co
Cd
-J
CO
•^
H





















00
^
E


"

















41

04
4J
U
41 41

u  a
44 ,£ X
oi 44 oo
^ c-
TJ U
41 41 M
b U
41 6 E
> «8 O
O TJ
y b Jf
4) O b
b(jO
U 3
a a
TJ 00
E B E
^4 44
U 4) 04
CJ 8) X
-434,




















-
^4
^^
i*-X
eo
4--X
*Q
^^

B
O

^
eg
u

a
a
eg
































•
0
ao
^*
^^
^«^
2
b
«

9
w
E
SJ
00

b
O
V*4
41
•4
^4
00
i*_4
41

























































B
o
04
eg

3
00
41
b

04
eg
C
1*4
^^
f
o4
b
41
—

41
M
*.
O

o
O4
U

J*
o.
41
f
{••






CM
00
^*^
O4
•--4
**%,
tiA





^
(•J
u
S

OJ
E
9
41

M
^
CO
1

n
4-
b
BU










(M
eo
^^^
CM
OTrt
in
j
fi-<  41 : O 41 P
4) *4 *M 04 ^^ CJ TJ
C eg ao *j oOCN B v
» o>> u c eg • >

Q04M b *J 01 O b 04
oo b eg o oo E en —4 9 QJ
E « 3 fio4v^egegb
04 B eg o B
4Jo404wOo4 B EM 41
EblBB 0400e)E«a
04 CU Ch 4J 41 41 04 eg
b — I J £ OOXbTJ
a -O y oj 4j •WWQ004
4» C o. E ag*Jo4 3
b 89 E 41 TJ 90 S ^ O •
3BEETJ 0 £ CM
TJa9Z<4lo4B(0 0900
BSt B£«u& ^
ego ooegw C 01 09 CM
^ V *^ ^^ eg w E *^
E*J£ E Xb04 b to O*x
O ffl « « — 01 Q0^o4in
00 3 ^^ ^_) C ^ U U C (Q iW
0400O 95 O " JZ O -- 41
> oi BU cnw-^sw
41 b eg o 04 ao -^ oi oo <*4
b Eo*v*4S QOU4IR9
COOolo4OQOE3b
b_lo4UBBBo4b TJ
O C W 3 00 (Q ^*4 U ^ ttf tt)
o^«go U 0 - C — C 41 b
oo o oo B « a. o .c U'*4 00 
tj 4)
U b






















41
U
E

in





































t
E
00
oo
41

41
b
O
Vh4
«

TJ
00
E
o4
B
B
eg

a


















B
o
04
eg
CL
04
U
04
b

°"- *i •
o a.
^ M 0
04 U
3 00
s x
41 o4 b
U b 89
S 3 2
n o
B CM > i
0 «
u 44 eg
b 01
00 
44 B 41
<, b 03 >
O. eg -4 o
ui CL Q.J:





























*






















44
S
41
B
b
41
O
00
00
41
04
3
ae

41
•C
*w

o
41
TJ
•0B)
3
<

,.
X
u
^
tf}
*
X
u
i
TJ
B
*
E
O
04
44
03
3
00
41
ec

*
09
E
O
04
4J
eg
b
4)
a
o
B
eg
b
00
O
b
a.

b
41
4J
03
3

O

V
u
04
£
o

a.
Cd
en
jj

..
o
b
1*4
00

a
b
41
U
Cd




































•
PO
eo
e>
-4
b
41

B
41
U
41
j— j

*
B

b
eo
0
CL
a
s
eg
b
U

s
o

^
u
3
b
a
E
cS
4)

*
b
41

gj
3
TJ
V
TJ
b
«
^

eg
^j
B
0g
b
U

-------
by the administrative procedures through which nev policies and guidance vere
applied to individual projects at both the State and Federal levels, and would
be further Modified by each State's policies, laws, and regulations.

     It is important to note that two very different kinds of "NEPA documents"
were examined together in this study, based on guidance in the Manual for
Evaluating Predicted and Actual Impacts of Construction Grants^Projects.  The
purposes of the facilities plans and environmental reviews of the proposed
projects are very different from each other.

     Initial reviews of plans were usually conducted by the States in EPA
Region V during the period of the study, and Environmental Assessments
reviewed by States apparently formed the basis for many of EPA's Negative
Declarations or Findings of No Significant Impact.  The following analysis
takes into account Federal guidance and policy documents, which were also used
by the States.

     Table B-3 presents a list of relevant Federal guidance documents issued
from 1973 to 1982 on environmental impact predictions and review for
Construction Grants projects.  This list is also excerpted from a more general
compilation contained in EPA's Regulation and Policy Matrix (December 1983).

     These guidance documents were written and distributed to ensure that
changes in Federal regulations would be implemented in a timely and uniform
manner by Federal (and State) Construction Grants Program operations.  All of
these types of guidance contained instructions reflecting developments in the
application of NEPA procedures for evaluating specific kinds of environmental
impacts of construction grant projects.
                                     B-10

-------
           TABLE  B-3  RELEVANT GUIDANCE DOCUMENTS ON ENVIRONMENTAL
   IMPACT PREDICTIONS AND REVIEW FOR CONSTRUCTION GRANT PROJECTS, 1975-1982


May 1973 - Hay 1976
"Program Guidance Memoranda" (68 sent out over entire 3-year period)

February 1976
Handbook of Procedures - Construction Grants Program for Municipal Vastewater
Treatment Works (MCD-03).Revised 1967 handbook! to establisluuniform
national operating standards which can be readily adopted.  Handbook was to be
applicable to grants processed as of July 1, 1975, and was to assist project
officers in reviewing grantee documents by explaining existing policies and
requirements.

July 1976 - December 1980
"Program Requirements Memoranda," (PRM) "Program Operation Memoranda," (POM)
and "Transmittal Memoranda" (TM)

     -  Program Requirements Memoranda conveyed program policies specifically
        applicable to the Construction Grants Program (within and outside EPA)
     -  Program Operation Memoranda were internal communications explaining
        "housekeeping" items
     -  Transmittal Memoranda were actually changes (insert replacement pages)
        to the Handbook of Procedures (MCD-03)

Pall 1979 (Effective 1980)
Handbook of Procedures, Second edition, replaced the 1976 Handbook, reflecting
laws, regulations, and policies as of October 1979.  The second edition was
needed to incorporate large changes in the Construction .Grants Program
resulting from the passage of the Clean Vater Act of 1977.  (Became obsolete
with Clean Vater Act Amendments of 1981)

1981
Program Requirements Memoranda issued only on a fiscal-year basis to eliminate
confusion as to retroactive applicability of changes in requirements

March 1981
Facilities Planning 1981 (FRD-20)
Explained facilities planning requirements overall

July 1982
Construction Grants 1982 (CG-82) - Interim Final
Simplified construction grant requirements and ending the formal field
communication system; increased reliance on regulation for Federal
requirements, with more flexibility for States and EPA Regions for daily
operations.  Revisions were based on the 1981 amendments to the Clean Vater
Act, and completely revised implementing regulations.  Provided step-by-step
guidance for preparing and reviewing construction grant project documents.
                                      B-ll

-------