Regional Solutions
to Regional Problems

A Symposium on Implementing
Regional Wastewater Management Plans
and the Technical Response to PL 92-500

PROCEEDINGS

September 9 and 10, 1976
Portland, Oregon

Sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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REGIONAL SOLUTIONS
TO REGIONAL PROBLEMS

A Symposium on Implementing Regional
Wastewater Management Plans and the
Technical Response to PL 92-500

Formation of the Unified Sewerage Agency of Washington County: A Brief Overview, by Joel
Wesselman, General Manager, Unified Sewerage Agency of Washington County, Oregon

The National Perspective on Regional Water Quality Management Efforts, by Joe G. Moore, Jr.,
Head of the Graduate Program in Environmental Science, University of Texas—Dallas; Former
Program Director of the National Commission on Water Quality

Political and Institutional Variables Found in the Formation of Twin Cities Regional Water
Pollution Control System, by Richard J. Dougherty, Chief Administrator, Metropolitan Waste
Control Commission/Twin Cities Area, Saint Paul, Minnesota

Political/Institutional Variables, Summary of Discussion Sessions Moderated by Fred A. Harper,
General Manager, County Sanitation Districts of Orange County, California

Implementing Regional Wastewater Management Plans: The Financial Considerations, by John
A. Lambie, Chief Engineer and General Manager, Ventura Regional County Sanitation District,
California

Financial Considerations, Summary of Discussion Sessions Moderated by Jack H. McMinn, Vice
President, Bartle Wells Associates, Project Manager for the 1970 Financial Plan for the Unified
Sewerage Agency of Washington County, Oregon

The People Problem: Management and Operations, by Robert J. Borchardt, Chief Engineer and
General Manager, Metropolitan Sewerage District of the County of Milwaukee, Wisconsin

Management/Operations: The People Problem, Summary of Discussion Sessions Moderated by
Penelope A. Wilson, Special Assistant to the Executive Director, Municipality of Metropolitan
Seattle

Implementing Water Quality Management on a Regional Scale: The Capital Facilities, by Marvin W.
Runyan, President, Stevens, Thompson & Runyan, Inc.

Capital Facilities, Summary of Discussion Sessions Moderated by Cowles Mallory, City Engineer,
City of Portland, Oregon

Regional Solutions to Regional Problems, by the Honorable Neil Goldschmidt, Mayor, City of
Portland, Oregon

The Resource Question: What are the Trade-Offs?, by Jerome B. Gilbert, President, J. B. Gilbert &
Associates, Former General Manager and Chief Engineer, North Marin County Water District,
California and Executive Officer, State of California Water Resources Control Board

Overview of Land Treatment of Wastewater, by Noel W. Urban, Chief Engineering Management and
Urban Studies Section, Engineering Division, Office of the Chief of Engineers, United States Army
Corps of Engineers, Washington, D.C. and Mark Moser, Staff Agriculture Engineer

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Land Utilization/Disposal of Municipal Wastewater Sludge, by Bart T. Lynam, General Superin-
tendent, Metropolitan Sanitary District of Greater Chicago; Raymond R. Rimkus, Chief
Maintenance and Operations; and James L. Halderson, Agricultural Engineer

When is Advanced Wastewater Treatment the Answer?, by William A. Whittington, Acting Deputy
Director, Municipal Construction Division, Environmental Protection Agency, Washington, D.C.

Washington County Citizens Committed to Clean Water, by J. Allan Paterson, Board of Commis-
sioners, Unified Sewerage Agency of Washington County

Advanced Technology Helps Solve a County's Water Pollution Problems: The Durham Facilities,

by James A. Crom, Senior Vice President and General Manager, Environmental Engineering
Division, Stevens, Thompson & Runyan, Inc.

Dedication of the Durham Facilities: A Success Story, by Donald Dubois, Administrator, Region X,
Environmental Protection Agency

DISCLAIMER

These proceedings have been reviewed by Region X, U.S. Environmental
Protection Agency, and approved for distribution. Approval does not
signify that the contents necessarily reflect the views and policies
of the U.S. Environmental Protection Agency, nor does mention of trade
names or commercial products constitute endorsement or recommendation
for use.

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"Regional Solutions to Regional Problems" — public officials all over
the country are concerned about efficient, effective solutions to prob-
lems in their areas. Are area-wide solutions the answer? Wastewater
management officials attending this national Symposium on Implement-
ing Regional Wastewater Management Plans and the technical response to
PL 92-500 explored a number of issues and alternatives through formal
presentations and intensive discussion sessions. Speakers included
Marvin W. Runyan, President of Stevens, Thompson & Runyan, Inc.;
Robert J. Borchardt, General Manager of the Milwaukee Sewerage
Commission; and Richard J. Dougherty, Chief Administrator of the
Metropolitan Waste Control Commission for the Twin Cities area in
Minnesota. The political and institutional variables involved in imple-
menting a regional plan was a topic of major concern throughout the
Symposium. Fred Harper, General Manager of the County Sanitation
Districts of Orange County, California, led the group discussion sessions
on this sensitive problem.

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9

Financial considerations are a central part of any effort to implement an
area-wide wastewater management plan. John A. Lambie, General Mana-
ger of the Ventura Regional County Sanitation District in California,
presented a paper on the financial aspects of regionalization and assisted
Jack A. McMinn, Vice President of Bartle Wells Associates in moderating
the discussion sessions on the subject.

Dedication of the Unified Sewerage Agency's Durham Advanced Waste-
water Treatment Facilities was the occasion for the Symposium. Donald J.
Dubois, Region X Administrator for the Environmental Protection
Agency, delivered the dedication address for the new facilities.

L

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Following the presentation of papers on advanced wastewater treatment
technology and land treatment alternatives, Symposium participants
attended the dedication ceremonies at the Unified Sewerage Agency's
new Durham Advanced Wastewater Treatment Facilities. After the cere-
monies around the fountain at the plant's administration building, guided
tours of the new facilities introduced visitors to the complexities of a
modern 20 million gallon per day plant. For those interested in land
treatment, a tour was also available to the Unified Sewerage Agency's
Sherwood site for a demonstration of land disposal of effluent and sludge.

ft* IMtiwO

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Formation of the Unified Sewerage Agency
of Washington County:

A Brief Overview

by Joel Wesselman

General Manager
Unified Sewerage Agency of Washington County, Oregon

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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FORMATION OF THE UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY:
A BRIEF OVERVIEW

Joel Wesselman, General Manager, Unified Sewerage Agency of Washington County, Oregon

On behalf of the Environmental Protection Agency, Stevens, Thompson &

Runyan and the Unified Sewerage Agency, we welcome you to the conference
and hope you find the two-day sessions very helpful to you. We are looking
for a large degree of participation from all of you. What I would like
to do this morning is provide some perspective and dimension for what
we are trying to accomplish. I am hoping we can look forward to the
panel discussions this morning merely as thought starters. I want you
all to be thinking as we hear the panel presentations of some key topics
for the discussion sessions this afternoon. As you probably already
concluded, our format and strategy for the sessions today are to hear
these presentations this morning and then break out into discussion ses-
sions which are outlined in your program.

KEY WORD IS IMPLEMENTATION

If anything, I want to overemphasize that our discussions here relate
to the implementation of area-wide wastewater management plans and that
would be opposed to our ongoing considerations for the preparation and
development of the 208 wastewater plans themselves. Implementation is
the key word here. I am fairly closely involved with the Columbia Region
Association of Government's 208 Plan in the Portland metropolitan area
and, as a number of us have, we've been getting letters from EPA, asking
for "hard output." What they are saying is that they want to see some
implementation of certain program elements prior to the time the plan
is complete, and I'm not sure that when I say implementation relative
to this conference that I'm talking about implementation prior to comp-
letion of the study. At any rate, one of the advantages of getting people
together like this intersectionally is to compare notes and see how EPA
is administering its program from region to region.

The next thing I would like to do is briefly review what the Unified
Sewerage Agency is and offer some comments in that regard. The agency
was created in 1970 in what you might term a pressure cooker with three major
ingredients. First, we had an obvious and visible water pollution problem.

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We were also going through a series of sewer connection moratoriums in
the Washington County area which obviously has a gross economic impact
on any urbanizing area. Finally, an obvious irrational organization
of wastewater management existed in the Washington County area. The
formation of the Unified Sewerage Agency combined the management of 28
separate agencies, 9 of them being cities and it provided for these ser-
vices by various methods and included service to areas outside of Wash-
ington County by intergovernmental contract. The USA is probably a reas-
onably good example of what we might do and how we might structure a
wastewater management agency. It does address very clearly some of the
basic criteria that we look for such as cost-effectiveness, the ability
to meet water quality standards and, of course, our age-old need to
provide the necessary level of political and managerial accountability.
The agency financing plan, which strikes a balance between connection
fees, sewerage service charges and ad valorem taxation, has been a very
good vehicle for us, both in terms of equitability and providing us the
ability to give service to the various governmental agencies within the
agency — service on the basis of what they desire, either wholesale
or retail basis.

CAPITAL IMPROVEMENTS NEARLY COMPLETE

The agency is 100 square miles in total area and encompasses some 200,000
persons. Relative to the Portland metropolitan area, the agency encom-
passes about one-third of the area within the Framework Plan of the Colum-
bia Regional Association of Governments (CRAG), which is the outline
of the Portland metropolitan area. The agency has spent its first 6 1/2
years of existence in a rather furious capital improvements plan and
construction. We have been upgrading old plants that are going to be
abandoned as near downstream as one year and spending our time in building
facilities, such as the Durham Advanced Wastewater Treatment Plant, which
we will be dedicating tomorrow. We're also under construction with our
Rock Creek Facility, a facility that is almost the same size as Durham.
We expect that to come on line in about a year from now. The Rock Creek
plant, along with the Durham Advanced Wastewater Treatment Plant, involved
the abandonment of 22 obsolete sewerage facilities, scattered upstream
in the Rock Creek and Fanno Creek basins.

The last thing I want to do today is to leave an impression that this
conference is a case study on the Unified Sewerage Agency. It is certainly
not that. I would point out, however, that Marvin Runyan, President
of Stevens, Thompson & Runyan, is here. Marv was project manager for
the 1969 Master Plan, which set up the capital improvements plans for
the agency. Also here is Jack McMinn. Jack is Vice President of Bartle
Wells & Associates and worked on the financing plan, which became the
basis for the financial merger of the system operations that the agency
encompasses. This plan also became the basis for presentation of our
capital improvements plan bond authorization of $36 million back in 1970
which was ultimately approved by the voters. So these two people are here
if we can be of assistance. Again, I emphasize, that I am not trying
to project this as a case study on the Unified Sewerage Agency but if
you can benefit from our experiences and mistakes, you're certainly welcome

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Before we begin the panel presentations, we do have a key noter here
this morning. I am sure you are all indirectly or directly familiar
with the work of Joe Moore and the National Commission on Water Quality.
The commission was headed by Nelson Rockefeller and the commissioner
was charged "to make a full and complete investigation and study of
all the technological aspects of achieving and all aspects of the total
economic, social and environmental factors of achieving or not achieving
the effluent limitations and goals set forth for 1983 in PL 92-500."
The title of Joe's presentation this morning is "The National Perspective
on Regional Water Quality Management Efforts." If you relate that title
to the charge of the national commission, I think you'll find it obvious
why Joe Moore is here today. We asked Joe to speak and lay some ground
rules relative to the term "regionalization" itself and try to define
that term. He will also talk about the rationale for "Regional Solutions
to Wastewater Management Problems" and discuss the thrust and the result-
ing thrusts of PL 92-500 with respect to regionalization and area-wide
wastewater management.

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The National Perspective on
Regional Water Quality Management Efforts

by Joe G. Moore, Jr.

Head of the Graduate Program in Environmental Science
University of Texas — Dallas
Former Program Director of the
National Commission on Water Quality

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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THE NATIONAL PERSPECTIVE ON REGIONAL WATER QUALITY MANAGEMENT
EFFORTS

Joe G. Moore, Jr., Head of the Graduate Program in Environmental Science University of Texas
at Dallas, Former Program Director of the National Commission on Water Quality

With regard to regionalization in the wastewater field, this is not some-
thing that is new. There are old regional agencies and some interstate
agencies that have long histories in water pollution control. Admittedly,
most of these have grown out of some crisis situation, as for example,
Seattle Metro really did; also ORSANCO, one of the oldest, an interstate
commission on the Ohio River, began because of a particular problem.
The Delaware River Basin Commission, a peculiar kind of interstate com-
mission with joint federal participation, originated because of a par-
ticular concern, in that case probably more water supply than water pol-
lution. There are others that are represented here on your program or
in your audience: Chicago's Metropolitan Sewerage District; the Nashville,
Tennessee, approach to regional government, one that has been examined
extensively across the country, particularly because it is more multi-
purpose rather than single purpose; the Los Angeles County Sanitation
District's organization that pulled together a multiplicity of local
political subdivisions into a single-purpose district; Dade County,

Florida, and some others that you can call from memory — St. Louis,
Milwaukee, Minneapolis-St. Paul, etc. It is important to remember that
these are single purpose, for the most part and grew out of some particular
local concern.

Some of those who point to Public Law 92-500 as a radical departure in
the water pollution control statutory field overlook the fact that the
Water Quality Act of 1965 had a provision intended to generate or encourage
regional wastewater collection and treatment — the so-called 3C Section
of that act — under which grants were made to regional agencies across
the country to try to develop at least models for regionalization if
not comprehensive regional plans. Those planning efforts were directed
at wastewater collection and treatment rather than the general land use
focus of Section 208. Frankly, I think 208 is a "sleeper" provision
in PL 92-500 in the sense that I'm not sure it received a great deal
of discussion during the course of the passage of that act. I think
the lack of initial implementation reflects that EPA did not attach a
great deal of significance to that provision in terms of its priorities
for implementing the new law.

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The real critical question in Section 208 is, "Who will be the recipient
of the construction grant money once the planning process is completed"?
Some states were concerned about this issue long before the implementation
of that section was initiated. In the State of Texas, the governor early
concluded that he would resist the identification of any Section 208
agency in the state. I'm going to come back to the Texas situation in
a moment because some things that have been done there bear on the whole
question of regionalization for water pollution control.

Frankly, however, the major limitation of most existing regional agencies,
whether they were created historically for some particular problem, or
created in recent years under the impetus of the federal legislation,
is that they lack a very critical element or authority and that is the
power to enforce their own decisions. For example, the Delaware River
Basin Commission recently wished to change the allocations — the waste
load allocations — for that particular river and revise the allocation
that was available to the State of Delaware, the downstream state on
the river. All other states were agreeable, but not the Governor of
Delaware. What do you suppose was the impact of his refusal to accept
the change in his own state's wasteload allocation? This question we
consistently raised when regional agencies wanted to enforce the water
quality standards under the Water Quality Act of 1965. Do you, as a
regional agency, have the capability to carry out the decisions you may
make as a regional agency? I think the fundamental question remains.
Can an existing regional agency, yours or one structured like yours,
or one you might design — can an existing agency implement a regional
plan for wastewater treatment? Also, how does a regional agency function
with other single or multipurpose regional agencies, because after all,
there are other concerns besides wastewater treatment for which political
subdivisions are being established in metropolitan or thickly-populated
areas simply to get the broadest possible geographic coverage for the
resolution of a particular problem.

So regionalization is not necessarily new and we tend to focus on single
purpose units of government to achieve these kinds of things. In that
process, we multiply the number of governmental jurisdictions with which
the citizens have to deal. Admittedly, the simplest thing would be to
design a system that would meet today's needs before there were any people
within the area and thereby avoid the conflict with any existing vested
interests. Then if you allowed the people to come in and fit into that
structure, your management would be much simpler. I think the whole
question of regionalization will eventually be resolved upon the basis
of whether or not you can generate enough pure political acceptance of
a regional agency in order to create it. Must there be an overriding
crisis before you can achieve true regionalization?

With "20-20 hindsight," some of us involved in water pollution control
during past years have perhaps pushed regionalization in the wrong direc-
tion. I was one of those who argued that in metropolitan areas, wherever
possible, construction grant funds should be used to encourage regionali-
zation. I'm sure we can all cite examples of two wastewater treatment
plants perhaps even across the street from one another, separated by
jurisdictional boundaries; an accident of political development produced

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such an anomaly. There were those in New England who thought it was
a tragedy to build two plants of relatively equal size just across the
street from one another, simply because a political boundary was there.

When I was Commissioner of FWPCA, we got into a major controversy with
the City of Warren, Michigan, as to whether or not Warren sewage could
be mixed with Detroit's sewage and treated in a regional plant. In fact,
I had indicated that I would support the State of Michigan in awarding
the construction grant to Detroit and would not give the City of Warren
a construction grant because their wastewater should go into the Detroit
metropolitan system. Historically, Jerry Remus had refused to take the
sewage from Warren and the city felt this past slight should entitle
them to their own plant. They also argued they could build an advanced
waste treatment plant much quicker than the Detroit metropolitan plant
could ever be built and that, therefore, in the long run, they would change
the quality of the water earlier than the City of Detroit could. At
any rate, we indicated that we would support regionalization, in that
case by refusing to approve the construction grant. What do you suppose
the City of Warren did? They sent a delegation to see their congressman
in Washington and their congressman called the commissioner of the Federal
Water Pollution Control Administration and asked for an audience. Those
audiences are granted when requested and the whole delegation came down.
I had to sit there and tell them "No, we will not approve a construction
grant to you. The State of Michigan has refused it and the Federal Water
Pollution Control Administration will refuse it." I then made what was
perhaps a facetious observation, but it is one that to some degree still
holds. I asked the delegation from the City of Warren, "Where do you
get your water supply"? They said, "We buy it from the City of Detroit."
I said, "Don't you think it is a little bit odd that you can argue that
you are perfectly willing to draw your water supply from the same source,
but you want to segregate your sewage? Though it's all right to drink
water from the same container, you can't flush your toilets into the
same sewer." They didn't think much of that response and, incidentally,
I'm not sure how the case finally came out. I, fortunately perhaps,
was relieved of the opportunity to see the situation through to conclusion
by the change in administrations in 1969, but that is the kind of question
that often causes a problem in regionalization.

Another mistake I think we make is to convey the idea that, for a regional
system, all the wastewater must be collected and put through one wastewater
treatment plant. In the State of Texas, wastewater from a major part of
the Dallas metropolitan area is now going into a treatment facility that
is a classic in terms of examining technologies for wastewater treatment.
The original Imhoff tanks are still on the site being used as primary
sedimentation basins; then there are a series of regular trickling filters,
then a series of rapid-rate trickling filters and now they are just com-
pleting an activated sludge treatment plant followed by sand filters.
The present plant is a whole string of the technologies for wastewater
treatment. The problem is that the 125 million gallon a day volume through
the wastewater treatment plant is discharged into a substantially dry
water course; thus the entire flow is primarily sewage. The City of
Houston happens to be further downstream and it has for a reservoir
on the Trinity River, a reservoir which is, of course, accumulating the
Dallas-Fort Worth treated sewage. Dallas' present permit requirements

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are a BOD of 10 and a suspended solids of 10. They are constructing
a facility to produce 5-5 instead of 10-10, but they still have a massive
discharge of 125 million gallons a day. A legitimate question is, "Might
it not have been better to have scattered some of the waste treatment
investment over a wider area so that there would not be such a massive
discharge in a single spot"? Regionalization should not necessarily
mean consolidation, with all due respect to what is going on here in
Portland, of all wastewater in a single place to be treated and discharged
into a water course. (I will admit that in this part of Oregon they
have a little bit more water than they might have in some parts in Texas.)

With regard to where we stand on regionalization from the federal view-
point, I happen to believe that, in most cases, what regionalization
we are likely to see occur from this point forward will arise as a result
primarily of the federal legislation. That may be unfair. I'll comment
in a moment about a different kind of issue, but for the most part, I
think PL 92-500, if Section 208 proceeds in the direction it appears to
be going, will produce a major thrust to achieve regionalization through
the implementation of the plans developed under Section 208. In this
process, however, we have another case of "the cart before the horse",
because, while EPA did not implement Section 208 early, neither did they
allocate the total authorization for publicly-owned treatment works con-
struction grants. Now we find a situation in which those in the construc-
tion grants program of the Environmental Protection Agency are rushing
to obligate all of the remaining $18 billion by October 1, 1977, if at
all possible. This means that the publicly-owned treatment works con-
structed with that $18 billion will already be sited and substantially
fixed before the 208 planning process is completed. So far as 208 having
an impact in terms of designing an optimum system, even with all the ob-
stacles that may exist, the system is not likely to be optimum when the
208 planning process is concluded, because the publicly-owned treatment
plants will already be in place. To some degree, the same thing is true
of industrial treatment facilities. The pressure has been for industry
to comply with the 1977 requirements of Public Law 92-500. The testimony
of industry to the National Commission on Water Quality was largely to
the effect that they will achieve substantial compliance with the require-
ments for "best practicable control technology currently available" by
the July 1, 1911 deadline. They generally stated that at least 90 percent
of the industries would achieve that requirement, in terms of numbers
of plants rather than in terms of volume of wastewater. Nevertheless,
substantial industrial waste treatment facilities will have been designed
and constructed, or will be under construction, while this 208 planning
process is underway. What is left? There remain the questions of nonpoint
sources of pollution, agricultural or urban runoff and perhaps some atten-
tion to the question of growth, which inevitably arises in the regional
planning. If you want to tamper with a difficult regionalization question
suppose you have a composite of individual political subdivisions as	'

opposed to a unified agency, such as for example, the Los Angeles County
Sanitation Districts, and you must design for growth. Who bears the cost
for the growth? Some will argue that there is not going to be any growth
in their particular area, that the growth is going to occur either in
undeveloped areas within other political subdivisions or on the periphery
of the geographic jurisdiction.

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I think one of the peculiar impacts of the 1972 act on regionalization
has been the conclusion, largely as a result of the NRDC suit against
the Environmental Protection Agency, that 100 percent of every state's
geography must be covered by a Section 208 plan. This means that there
could logically come a time when the question is, "What is the implemen-
tation vehicle outside the specifically-designated Section 208 planning
agencies"? Who is going to handle the broader geography and to what
extent will the state's role be altered in terms of construction grants
for the area outside the designated 208 areas? One of the questions
regional agencies will have to address is: what attention is being given,
if any, to unincorporated areas, since they are likely to become incor-
porated or become parts of existing subdivisions?

I am going to use a phrase, I suppose that it is not standard, but the
councils of government approach to planning, particularly with regard
to Section 208, is probably the one that is most common across the country.
If you are part of a planning agency as opposed to an operating one, or
if you are an agency that has both planning and operations functions,
you know the problems that are likely to arise between plans and implemen-
tation if the plans are the responsibility of one jurisdiction and the
implementation must be done by somebody else. Early on, Texas became
interested in the COGS and because of a planning unit in the Governor's
office — long before Public Law 92-500 was enacted — the state's geo-
graphy had become completely covered by COGs. Texas had at that time
about 22 Standard Metropolitan Statistical areas, so those 22 statistical
areas became COGs. The Governor's office actually generated the creation
of Councils of Government that would cover the entire geography. There
may be some small areas not yet within these units in Texas, but 95 to
99 percent of the geography was included in COGs before the planning
provisions of Section 208 became law. These COGs are able to exist at
the sufferance of the operating political subdivisions. The question
is, who is going to get the operational authority after the COG has
developed the plan? If you want to think of the complications, the Dallas-
Fort Worth metropolitan area has had a history of disagreement between
the cities of Dallas and Fort Worth, while all the small cities are afraid
that they are going to be overwhelmed by Dallas and Fort Worth. Dallas
has traditionally been the water supplier for the small cities. Now
the small cities are in heated litigation with the City of Dallas over
whether or not they are being overcharged for their water supply. (I
never will forget, there was a small bedroom community completely encom-
passed within the City of Fort Worth and we were doing population pro-
jections one time — the name of the city escapes me at the moment, but
let me call it Richardson, which is another city in the general area —
and so in our tables where we were displaying populations of the cities,
we put Fort Worth and marked it with an asterisk and down at the bottom
in the footnote we indicated "includes the City of Richardson." When
we were holding hearings on this particular report in which that table
appeared, the City of Richardson made a plea that our display was unfair
to the City of Richardson. They suggested what we should have done is,
put Richardson in the table with an asterisk and down at the bottom (raying
"includes the population of Fort Worth" — simply because they had gotten
swallowed up in the statistical presentation.) Can a COG, or should a
COG, or is a COG a vehicle, is a regional planning agency a vehicle, that

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should, through some kind of metamorphosis, become an operational agency?
Some will want to do that and some existing operational agencies will
obviously resist, but can you make a valid argument as to why planning
should be done in one political arrangement and implementation somehow
has to be done in another political arrangement? When I was in the Gover-
nor's ofice, while I wasn't involved in those activities, at a staff
meeting one time, 1 said, "Why don't we just face the question openly
and in a very straightforward kind of way and say that we regard these
COGs as just interim steps toward regional government"? I thought the
staff man in charge of that particular responsibility was going to collapse
right there. He said, "You can't even say that out loud because of the
fear by the cities and counties that these COGs are going to somehow
take away a part of their jurisdiction." It's still a good question —
why should planning and operation be separate, or if they shouldn't be
separated, how are the two activities to be coordinated?

By the way, Section 208 in its implementation is likely to be concerned
about much more than the question of whether or not there's going to
be a comprehensive wastewater collection and treatment system, and this
is a significant difference. It is conceivable that Section 208 is in-
tended to become some kind of local, governmental decision focus for
questions of growth, the direction of growth and the utilization of land
within the political subdivision. You may as well face the fact that
all these issues will become involved at some point in the planning pro-
cess. At the same time, I have to be honest and say that I think most
local agencies involved in the construction of publicly-owned treatment
works regard the requirements of Section 208 as just another hurdle to
securing construction grant money; it's just one more procedural step,
paper work requirement of EPA. I'm not sure that construction agencies
have taken the implementation provisions of 208 all that seriously and
obviously if you can get your commitment for construction grant funds
and get the publicly-owned treatment works constructed, you may not be
confronted with the question. Even though they've gotten the cart before
the horse, "existence is 9/10's of the law" and when the time comes,
the operating agency can influence the implementing procedure.

With regard to the continuous planning process that is presumably to
be initiated, through Sections 208 and 303(e) and 106, etc., the provisions
of Public Law 92-500 that deal with the planning question, one of the
fundamental misunderstandings on the part of the federal level — and,
by the way, this is not necessarily limited to, I'm not restricting this
just to the Environmental Protection Agency — is to get something started
and then say that our intent is that state and local communities will
later assume the costs. Now put the question honestly to your situation
in your state. If the federal money were not available for planning,
would your state or some local unit of government provide an amount of
money equivalent to that the Environmental Protection Agency has made
available for regional planning? I think if you are really honest the
chances are that in 9 cases out of 10 the answer would be "no". The
states will not necessarily pick up the planning function after EPA gets
it started and this is a crucial question for long-range results. What
is likely to be the cost-sharing between federal funds, state funds and
local funds and what bearing is the proposition likely to have on the
regional activities?

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There is another development that will have to be dealt with in due course
and that's to what degree do the requirements for public participation
under Public Law 92-500 cause some problems in the Section 208 plan or
the implementation of that plan? At the risk of boring you with something
with which you are already familiar, I am going to read some excerpts
from the EPA's rules and regulations that bear on this question of imple-
mentation. First, this is from the "Policies and Procedures for Continuing
Planning Process," issued November 28, 1975 after the litigation that
resolved the question of whether or not each state had to have planning
agencies covering the entire state's geography. In the introduction,
describing what follows in the rules and regulations, EPA says, "The
broad goals of the continuing planning process are to assure that the
necessary institutional arrangements and management programs are estab-
lished to make and implement coordinated decisions designed to achieve
water quality goals and standards; to develop a state-wide (state- and
area-wide) water quality assessments; to establish water quality goals
and state water quality standards which take into account overall state
and local policies and programs, including those for management of land
and other natural resources; and to develop the strategic guidance for
preparing the annual state program plan required under Section 106 of
the act."

One of the issues yet to be resolved and one which all operating agencies
and Section 208 planners will confront is, "how do you enforce the plan
once you have gotten it approved"? The enforcement device for which
pressure is developing is construction grants. If there is not an imple-
mentation program for the Section 208 plan, then construction grants
can be withheld, or state grant funds can be withheld. I want to elaborate
on that in just a moment. The major concern relating to provision of
legal sanctions — that is, withholding of construction grants or permits
in the absence of complete planning — was resolved prior to the proposed
regulations as a result of an EPA legal opinion. Still, in the introduc-
tion to the regulations, "Thus the final regulations do not incorporate
sanctions for noncompliance, but provide that once a plan has been approved
by the regional administrator no permits shall be issued or construction
grants approved which are in conflict with the plan. (Sounds like a
fairly effective control device.) Recognizing that other determinations
outside the planning process by EPA and/or the states could lead to inconsis-
tencies with approved plans, the final regulations clarify how such deter-
minations are to be dealt with in revising the plans." There follows
some discussion and in describing the management agencies, there are
enumerated a series of things that the management agency is supposed
to be able to do: "(0) Management agencies. (1) The identification
of those agencies recommended for designation by the Governor pursuant
to regulation 130.15 of this Chapter to carry out each of the provisions
of the water quality management plan. The identification shall include
those agencies necessary to construct, operate and maintain all treatment
works identified in the plan, and so on." There follow some nine speci-
fications for what the management agencies are supposed to perform.

In 3une of this year, the Natural Resources Defense Council wrote the
administrator of EPA on this point, saying, "We believe that one of the
best methods of ensuring meaningful implementation of Section 208 is to

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utilize the Section 208 grant program itself as well as the related funding
programs under Sections 106 and 201/204. in each of these three programs,
the EPA administrator has the authority, indeed the responsibility, to
condition the federal grant to require the development and implementation
of an adequate 208 plan." This letter goes on to spell out the legal
basis for litigation against the Environmental Protection Agency to assure
that the other provisions of the law are used in such a way as to assure
that the developed plan can be implemented. I think this is where the
implementation issue is eventually going to focus, i.e., whether or not
you can withhold funds provided elsewhere in Public Law 92-500 for failure
to implement.

Just let me quickly review the Texas experience and I'll quit with some
suggestions about where I think we'll likely go. Fortunately, states
that have had water problems are likely to have tried various kinds or
organizations much more than in other places; that is, in Texas, fortu-
nately, constitutional provision provides an umbrella under which agencies
to deal with water problems can be created. In some cases, we have en-
tirely too many created, but nevertheless, there was a means for creating
something to manage the problem. Long before Public Law 92-500 — in
fact, in 1966 — water districts and river authorities in Texas were
authorized to become regional waste treatment plant owners and operators.
The Brazos River Authority actually bought the Waco waste treatment faci-
lity and started operating it. Then the Guadalupe Blanco Authority bought
the Victoria wastewater treatment facility. You might say, "What in
the world is the advantage to that"? Well, in Texas the river authorities
were originally conceived to manage water resources in terms of quantity.

When quality problems arose, the river authority also became the vehicle
for managing the quality considerations. The Trinity River Authority
fills in the service gaps between the Dallas-Fort Worth city waste collec-
tion and treatment systems. As a general rule, before any small city
in the Dallas-Fort Worth metropolitan area is granted a permit for a
waste treatment facility, the Trinity River Authority is asked whether
or not it can serve that city in one of its regional facilities. They
are now in the process of constructing and updating some of their facili-
ties. We also tried something else, modeled after the European experience
in the Emscher River; the state legislature created the Gulf Coast Waste
Disposal Authority in the Houston metropolitan area. Its jurisdiction
was limited because of political considerations, but nevertheless, that
agency is in the process of consolidating many municipal and industrial
waste treatment facilities. Some issues have arisen; for example, should
the Gulf Coast Waste Disposal Authority own property that's exempt from
the property tax, if they buy an industrial facility and start operating
it as a governmental facility. . That question has caused them some difficulty.

Texas has an agency called the Texas Advisory Commission on Intergovern-
mental Relations; it's supposed to help solve some of the institutional
problems among multiple jurisdictions. It did a study of the area-wide
water quality planning and management provisions of PL 92-500 and suggested
a geographic distribution of what the 208 agencies might look like in
that state.* Then as a result — and these are drafts at the moment —

* Area-wide Water Quality Planning and Management: A Proposal for Texas,

Texas Advisory Commission on Intergovernmental Relations, January 1974

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as a result of these new EPA regulations, the State of Texas developed
a continuous planning process and specified the regulations that go with
it to assure that they comply with that particular provision.* For the
National Commission on Water Quality, one of its contractors provided
a report on planning, available through the National Technical Informa-
tion Service of the Department of Commerce;** it has some interesting
things to say about the problems that can arise or are likely to arise
under 208.

Let me just mention the incentives for regionalization. I mentioned
the Waco and the Victoria experience; in these cases, the cities were
able to transfer the debt for capital expenditure from the city to a
regional authority which provided additional debt capacity where there
is a limitation on local debt. Second, there are economies of scale,
both for the capital investment and for the maintenance and operation
expenses, plus the fact that in some cases, plants that might not otherwise
be adequately operated can be operated if they are part of the regional
system. Third, the selection of control or treatment sites can be devel-
oped on a regional basis to minimize possible adverse impact such as
the case of Dallas I was talking about a moment ago where there is a
massive discharge to some particular point. Systems operation of the
regional facilities is possible to provide the optimum flexibility —
which is to say you might get more mileage out of a connected regional
system than you would get out of a large number of disconnected, uncoor-
dinated individual plants. There can be a consolidation of the technical
and financial resources for problem solving — that is, the regional
authority can provide an R and D program of its own. There is a likelihood
that the growth and development of the area will be more orderly than
it otherwise might have been. Finally, there is the possibility of achiev-
ing economies through the use of tax exempt municipal bonds; this procedure
is under attack and may not survive, but at least for the time being,
it does offer an opportunity for saving.

I'm going to conclude by giving a series of things that I characterize,
"If I were running a zoo . . . what would I do? If I were EPA, I would
examine the institutional structures for all SMSA's in each of the 10
or 15 most populated states or, I would let each EPA regional administrator
examine those institutional structures in each of those SMSA's and for
those regions that don't have one of the 10 or 15 most populated states,
let each one pick the most populated state in his region and examine
the SMSA's there and see whether or not there is an adequate regional
management entity. Is there one there? Or are there several that could
be models or that could be improved upon to be the management agencies?
If one does not exist, then begin now in each 208 area to explore alter-
natives to develop a regional management agency.

* The State of Texas Continuing Planning Process, and Appendices> Texas
Water Quality Board

** Water Pollution Control Act of 1972. Institutional Assessment, Planning,

Harold F. Wise & Associates, 1975, NTIS, Dept. of Commerce, PB-244907

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If I were a state, I would do the same thing, because the states will
confront the same question — where are the management agencies when
the planning is completed? I happen to believe that the necessary study
and analysis must be done by persons capable of professional institutional
analysis, which is to say they have to be social scientists, in my view,
or political scientists and not engineers or lawyers, because the question
is a political one. Can you get enough people together to sell the creation
of a regional authority? The local and state governmental and civic
leaders must be invited to participate; there will have to be some general
public participation. It should be actively sought, because you'll never
get one created if you don't do that. If you are serious about regionali-
zation, then let's just approach it head-on and say what we want to do
is try to create an entity that will serve the purposes of the law.

I think we should not ignore the possibility that we should decide whether
or not to create a multipurpose regional unit of government different
from either cities or counties or the single purpose political subdivisions
we now have. Political scientists in this country have failed in that
we do not have, or have not made enough effort to see if we can't create
multipurpose, regional entities to replace some of those limited local
governments we do have.

In conclusion, I think this is a political question and if you don't ap-
proach it in terms of political realities, I'm not sure that Section 208
will ever really be implemented by management agencies — and it may not
be. Section 208 management requirements may, in the long run, be so
controversial and the political context in which the issues are likely
to be resolved so complex, that the management question becomes the major
one confronting the new planning units. Thank you very much.

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Political and Institutional Variables
Found in the Formation of the Twin Cities
Regional Water Pollution Control System

by Richard J. Dougherty

Chief Administrator
Metropolitan Waste Control Commission/Twin Cities Area
Saint Paul, Minnesota

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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POLITICAL AND INSTITUTIONAL VARIABLES FOUND IN THE FORMATION OF THE
TWIN CITIES' REGIONAL WATER POLLUTION CONTROL SYSTEM

Richard J. Dougherty, Chief Administrator, Metropolitan Waste Control Commission/Twin Cities
Area, Saint Paul, Minnesota

THE PKOBLEMS

A genuine environmental and political problem existed in the Twin Cities
metropolitan area during the decades of the 50's and 60's.

There are 3 major rivers flowing through the area (the Mississippi, Min-
nesota and St. Croix), about 200 lakes scattered throughout the region,
numerous streams and wetlands and an immense groundwater recharge area
that provides the 7-county region with much of its water supply.

Many of these irreplaceable natural resources were being polluted in one
way or another. Water pollution was caused by thousands of on-lot disposal
systems. Existing treatment plants, mostly inefficient and overloaded,
discharged into lakes and rivers. Landlocked communities experienced
restricted growth, inequitable service charges or no service at all.
The political and physical fragmentation also caused a proliferation of
poorly-operated treatment works. Commercial and industrial site locations
and discharge points were uncontrolled. And preferential rate structures
were prevalent for industry.

To compound the problem, there were nearly 300 highly-independent political
jurisdictions in the 3,000 square mile metropolitan area and a population
approaching 2 million people. These governmental units included 7 counties,
75 school districts, 59 townships, 108 villages, 27 cities, 21 special
districts and even 1 borough. In addition, a total of 125 major industries
existed in the region.

Over a period of years, a beginning had been made in the alleviation of
water pollution through the formation of 6 semi-autonomous sanitary sewer
districts throughout the area. Inter-community sewerage agreements had
also been put into effect between a number of area communities. Most
such agreements were ineffective and became self-serving with respect
to other units of government due to a lack of specific legislative control
of budgetary processes, cost allocation, personnel codes and so on.

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It became apparent to governmental and civic leaders that further positive
steps were required to bring the increasing water pollution problem to
a halt. As a result, after working on the problem in 4 biennial sessions,
the Minnesota legislature established the Metropolitan Council in 1967
as the area-wide coordinating and development agency of government.

Working not as a "super government", but rather as a "broad brush" planning
and review agency, the council was created to provide solutions to region-
wide problems which local governments could not handle alone. The metro-
politan council's first legislative charge was fulfilled when it proposed
and brought to fruition the regional sewerage system concept for water
pollution control. The regional system was made possible through active
support from state legislators, public officials and citizen groups.

The result of the work of the council and key legislators was the enactment,
by the 1969 Minnesota legislature, of the Metropolitan Sewer Act. The
act directed the council to establish the Metropolitan Sewer Board as
an operating agency to implement legislative policy for the abatement
of water pollution in the 7-county Twin Cities area.

The sewer board lives on today with a different name . . . the Metropoli-
tan Waste Control Commission. The commission presently operates a highly-
successful regional water pollution control system of 20 wastewater treat-
ment plants which provide at least secondary treatment to all locations
and advanced treatment at a number of other locations. Because of this
regional organizational set-up, the Twin Cities region has an enviable
track record in all phases of water pollution control. Quantitative and
qualitative analysis of 7 years of commission performance brings out some
interesting points.

1.	Only one of the original 33 treatment plants acquired met existing
effluent standards in 1969. Today, these facilities have been con-
solidated into 20 plants which all meet NPDES permit standards. Many
installations have been upgraded and 3 totally new plants have been
built.

2.	A totally integrated river quality monitoring system expanded and
operated by the commission disclosed that the water quality of all
3 major rivers has never been better, even during this summer of
1976 when the lowest recorded flows have been experienced.

3.	The commission has been a major recipient of federal and state grants
for 140 projects totalling nearly $250 million and has placed under
construction and/or completed better than $150 million of construction
for treatment works, interceptors and appurtenant facilities.

4.	Large-scale research and development programs, only possible through
the regional capability.of the commission, include physical-chemical
treatment, modified tertiary treatment by phosphate removal and ef-
fluent filtration, sludge-solid waste pyrolyzation disposal, varinip
press processes for dewatering and energy conservation, and radio
satellite transmission of river monitoring data.

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5. Establishment of a highly technical, nonpolitical staff of system
managers has resulted in a merit system for encouraging high per-
formance levels. Management by objective budgeting has resulted
in cost-effective service to local units of government and area
citizens.

A series of important lessons relative to political and institutional
variables have been learned through the Twin Cities experience. I believe,
many of them are applicable to regional water pollution control systems
in any part of the nation. In order to give you as many of these exper-
iences as possible in a limited time, I am going to discuss a few of the
specific components of our regional legislation that are essentials to
any regional concept.

THE LEGISLATION

Given the fact that 8 to 12 years were spent in the Twin Cities region
trying to decide on an overall regional organizational structure for water
pollution control, we can safely state that the real, effective answer
lies in strong, positive action by the state legislature. Joint powers
agreements between 2 or more local municipalities did not work. A series
of semi-independent sanitary districts could not do the job. The only
viable alternative, in the face of today's tough federal and state environ-
mental regulation, was a specific and direct piece of organizational legis-
lation. This is, however, a regional set-up with a difference: In the
Twin Cities, only those functions that can most efficiently be performed
at the regional level are performed at the regional level. The introduction
to the Metropolitan Sewer Act, therefore, bears reading.

Metropolitan Sewer Act - Purpose and Responsibility

"473C.01 LEGISLATIVE PURPOSE AND POLICY. The legislature determines that
in the metropolitan area there are serious problems of water pollution
and disposal of sewage, which cannot be effectively or economically dealt
with by existing local government units in the area under existing laws.
The legislature, therefore, declares that for the protection of the public
health, safety and welfare of the area, for the preservation and best
use of waters and other natural resources of the state in the area, for
the prevention, control and abatement of water pollution in the area and
for the efficient and economic collection, treatment and disposal of sewage
it is necessary to assign to the Metropolitan Council the responsibility
of carrying on a continuous, long-range program of planning with respect
thereto and to establish a sewer service board, which together with the
council, can take over, acquire, construct, operate and maintain all inter-
ceptors and treatment works necessary for the collection, treatment and
disposal of sewage in the metropolitan area."

THE POLITICAL ORGANIZATION

We firmly believe the organizational set-up of our Twin Cities opera-
tion is now, not only the most acceptable politically, but also the most

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effective - politically and otherwise. The council-commission relationship
provides the checks and balances system to ensure legislative charges
and policies are properly carried out. Political orientation or domination
is virtually impossible. One hundred urbanized and developing municipali-
ties are provided direct, physical service by the regional interceptor
sewer and wastewater treatment plant system operated by the commission.
These local units of government and the 7 counties they are located in
are highly independent and quite rightfully, go to great lengths to pre-
serve their local autonomy. The political organization of the waste con-
trol commission complements local autonomy by not infringing upon it.

At the same time, however, the following specific powers are held by the
commission to enable us to do our job properly.

1.	The chairman is appointed by the governor and must be a resident
of the metropolitan area.

2.	Eight commissioners are appointed by the inetro council on the basis
of equal population state senatorial districts - the 1-man, 1-vote
principle.

3.	The chairman and commissioners are all voting members. The chair-
man may be full- or part-time, commissioners are part-time. Com-
pensation of the chairman is made by the commission. Commissioners
are reimbursed on a per diem basis.

4.	A chief administrator is selected by the chairman subject to approval
of the full commission - chosen solely on basis of training, experience
and other qualifications and serving at the pleasure of the commission.
The administrator has no voting powers, but appoints and removes, sub-
ject to the personnel code, upon the basis of merit and fitness all
other officers and employees who carry out all duties, policies

and functions of the commission.

5.	The commission and metropolitan council established service areas
generally, but not exclusively, along watershed lines or treatment
service area lines. For each service area an advisory board is ap-
pointed to advise and review plans and programs with the commissioner
representing that area.

POLITICAL ACCEPTABILITY ENCOURAGED BY CLEAR LEGISLATION

The political acceptability of the commission and its establishment of
the Metropolitan Disposal System was in large measure a result of the
legislative provisions that set forth a series of specific requirements.

1.	Acquisition of all treatment facilities and the method of acquisition
including existing debts.

2.	The dissolution of all existing sanitary districts and joint powers
agreements by a specific date.

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3.	Commission ownership of any acquired facility entitled the previous
owner to receive credit with interest against amounts to be allocated
to it for current costs.

4.	The Metropolitan Council set up a policy plan for the commission
which is subject to comprehensive review and/or amendment every few.
years. Any revisions are subject to the full public hearing process.

5.	The commission prepares a development program which covers all detailed
technical planning, engineering, financing and scheduling undertaken

by the commission to carry out the policy of the council. Any local
unit of government may request a public hearing upon the program
which shall be submitted to the council for review and approval.

6.	The commission submits the capital improvements (development program)
budget to the council for approval each year. The commission's annual
operating budget may be reviewed and commented upon by the council.
The commission's annual budget must be in the program budgeting format
subject to approval of the council. All budgets are subject to the
public hearing process.

7.	Each local government shall submit a comprehensive local sewer plan
subject to review and approval of the commission. All local sewer
extensions must conform to the approved comprehensive sewer plan
which may be amended at any time subject to approval of the commission.

8.	Connections to the Metropolitan Disposal System may be required by
the commission.

9.	Cost allocations to each unit of government must cover all current
costs which are defined as the cost of operation, maintenance and
debt service paid each year by the commission, including costs of
acquisition and betterment of the system.

10.	Costs for current use are allocated to each unit of government in
proportion to its use of the total interceptors and treatment works
based upon volume. In addition, each unit of government is allocated
costs for reserve capacity assigned to it based on the cost of acquisi-
tion, betterment and debt service only after having been first reduced
by service availability charges received by the commission.

11.	The commission may request the Metropolitan Council to sell bonds
to finance the local share of development program projects. If the
council approves, they sell bonds for the commission, including emer-
gency certificates of indebtedness, if needed.

TWO INGREDIENTS REQUIRED FOR SUCCESS IN REGIONAL PROGRAM

It has been my experience that 2 basic ingredients are essential to suc-
cessfully implementing a regional system on a timely schedule. I identify
these ingredients as community and personal relations.

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The first, community relations, starts with the very concept of a regional
system. It is imperative that the recjional body view itself as a manager,
not the owner of the regional system. The regional body must be capable
of dealing fairly, openly and equally with each unit of government involved
in the system. The axiom that . . . "what you do for one you must be
prepared to do for all ..." must be adhered to. The Twin Cities'
regional legislation supplies a perfect example: The legislature provided
a single formula for the acquisition of all existing facilities.

Called the "Current Value Credit," the formula provided for all facilities
required for the Metropolitan Disposal System to be acquired at the precise
current value of the facility. The current value in all instances was
determined by taking the original cost including construction, engineering,
legal and other administrative costs; less any part of the facility paid
from federal or state funds; less the principal amount of any outstanding
bonds issued to finance its construction. The original cost, as established,
was multiplied by a factor equal to a current cost index divided by the
same cost index at the time of construction to determine replacement
cost. The cost indexes used were from the Engineering News-Record and
U. 5. Public Health Service for sewer and treatment plant construction.
The current value of the facility was then adjusted by the cost of depre-
ciation of 2.5 and 1.25 percent per annum for treatment plants and sewers
respectively to yield the actual replacement costs.

This process sounds complicated; however, it was the essence of a mutual
trust and bond between the regional management and local units of government
and thus, a political relationship in its pure definition of the term
"political" or community relations.

The second essential characteristic, personal relations, is that arrangement
between the appointed chairman and commissioners and the operating staff.

The duties of the commissioners must be clearly defined. Even more impor-
tantly, the commission membership should have a broad spectrum of back-
grounds including business, financial, engineering, legal, labor, government
and personnel. A Rotarian or Kiwanian cross section is a must. This
provides the broadest policy analysis and guidance to the operating staff.
Commissioners must be or should be persons of established accomplishment
in their own fields who have the desire and time to dedicate themselves
to public service. A balance membership as described is the key to a viable
regional system.

In terms of the associated personal relations, the operating staff must
understand that it is subordinate to the commissioners and they are the
managers only for the local units of government. Staff operating within
this framework will seldom find itself at odds with the commission and
local governments; it will also find majority support when tough decisions
are required.

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SUMMARY

By going the route of performing only necessary Operating functions at
the regional level and then clearly defining all necessary functions
and relationships as in some of the examples I have- just given, the Minne-
sota legislature and the supporters of the regional water pollution control
concept ensured support from most of the local governments and officials
in the Twin Cities region. As noted, however, it took better than 8
years to find the proper set of political and institutional variables
to gain enough support to actually establish the regional system. It
is obvious that the political structure is essential to an effective
regional water pollution control system.

It is my opinion that certain regional or political forms are more accept-
able than others. The Twin Cities' format, I think is a median type
between a totally independent utility (public or private), a contract
format between the local governments, industries, etc. and the authority
such as Pittsburgh's Alcosan and local government officials serving as
commissioners and the elected commissioner form. After my working exper-
ience with the Twin Cities and Pittsburgh forms and observations of
others, the Twin Cities political form best melds the political and
institutional variables.

There are a number of objections to regional concepts that stand out
in my experience, most of which are emotional rather than quantitative
or qualitative. Some of these are:

1.	Private interest can do it better.

2.	Local government is more responsive to people.

3.	Regional dynasties are created.

4.	Only elected officials should be permitted to authorize bond
sale rate structures, etc.

5.	Deep concern over purchase price or value of existing facilities
to be paid by the regional body to the local government or owner.

6.	Equitability of service charges; usually an argument between the
older communities versus the growing communities or suburbs.

7.	Reserve capacity charges.

These are the most common in my experience. The Minnesota legislature
dealt effectively with these problems and the commission implemented
the policies openly, fairly and effectively.

I do not believe EPA or PCA orders affect the political structure normally.
I presume, however, political strategy can be used by both political
organizations and persons and/or business and industries.

With respect to the appointed versus the elected political format, I
have reached a firm conclusion, which I may state is shared by my past

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chairman, who for many years was an elected official, but appointed as
chairman of the commission and the speaker. My conclusion is that if
you provide a commission with a membership of dedicated, well-qualified
members with sufficient professional backgrounds, you will have a highly
viable and successful region. Members who do their homework without
political orientation will serve best.

I firmly believe, as I mentioned earlier, that much of the Twin Cities'
experience in regional political organization can be applied to the benefit
of nearly any part of the nation.

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Political/Institutional Variables

SUMMARY OF DISCUSSION SESSIONS

Moderated by Fred A. Harper

General Manager
County Sanitation Districts of Orange County, California

on September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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POLITICAL/INSTITUTIONAL VARIABLES
Summary of Discussion Sessions

Moderated by Fred A. Harper, General Manager, County Sanitation Districts of Orange County,
California

Of the four major topics of discussion at the Symposium on Implementing
Regional Wastewater Management Plans, the problem of the political and
institutional variables generated the most interest and concern. Through-
out the conference, the importance of addressing the political side of
the issues was constantly repeated.

Following the opening remarks at each of the two discussion sessions
devoted to the political and institutional variables involved in implement-
ing regional wastewater management plans, participants were asked to
identify their agency affiliation and the primary points they were seeking
to have covered in the workshop. The more significant of these points
provided a topical guideline for discussion purposes. Because of the
broad array of issues raised and the relatively short duration of the
workshop, it was not possible to develop specific answers to many of
the questions. Following are the more definitive positions on, or answers
to, questions that were developed during the course of the sessions.

1. The creation of a regional agency is a difficult and painful process.
Existing jurisdictions relinquish responsibilities very reluctantly
and will often maintain bitterness over lost responsibilities for
a long period of time. A new regional agency inherits all of the
political animosities of its constituencies, many of whom have old
bones to pick over issues which are not even relevant to the objectives
of the regional agency. Because of the difficulties of creating
a regional agency, successful regionalization must be predicated
on the following:

a. The regional agency must fill a clearly defined and recognized
need.

b. There must be a strong personal commitment to attain regionali-
zation on the part of the elected officials and key members of
institutions that are involved in the regionalization.

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2.	There are two major concepts of regionalization. The first concept
is one where the regional agency acts as a wholesaler of services
to existing jurisdictions. These jurisdictions then continue to
interface with the public on a "retail" level while acquiring their
actual major capability from the regional agency. The second concept
is a complete consolidation, wherein the regional agency provides

the service and the interface with the customer. The proper political
and institutional framework for each of these concepts is quite dif-
ferent, as the method of operation and agency objectives are quite
different.

3.	The participants defined five general institutional forms which are
available for regionalization:

a.	Elected Commissions or Boards

b.	Appointed Commissions or Boards

c.	A Contractual Arrangement to Provide Services

d.	A Governmental Body

e.	A Federation of Elected Officials

There was no consensus on which of these institutional forms is the
most politically acceptable. It is apparent that there is no univer-
sally correct structure, but rather that the specific form selected
for any regionalization activity is a function of the particular
circumstances surrounding that regionalization. There did seem to
be a strong feeling that intergovernmental agreements are not a satis-
factory solution to regionalization. This is particularly true if
the number of governmental jurisdictions is large.

Interest was also expressed concerning the compatibility of institu-
tional forms that are most politically acceptable and those that
may work the best from a management standpoint.

4.	In creating a wholesale/retail concept of regionalization, one of

the more difficult aspects is a determination of what resources belong
to the regional agency and what resources belong to the surviving
local jurisdictions. One concept proposed is that interceptors (or
any other resource) serving two or more communities belong to the
regional agency. Another concept suggested was that any pipe larger
than a certain diameter belongs to the regional agency while any
pipe smaller than that diameter belongs to a local jurisdiction.

These definitions must necessarily be worked out prior to the creation
of a regional agency.

5.	Probably the most substantive issue raised and one which was the
subject of much discussion, was the issue of properly structuring
the board of a regional agency. If the agency has taxing authority,
or can be construed as having taxing authority, then the issue of
equal representation under the law becomes a constitutional question.
The constitution provides for the concept of "one-man, one-vote"

and a regional board must be structured to be responsive to that
requirement. This can be a particularly difficult problem in region-
alization encompassing numerous political jurisdictions. If the
sma lest jurisdiction is provided with one vote, then the laraer

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jurisdictions must have a proportionately larger vote, and the resul-
tant board then becomes very, very large. References were made to
boards with 40 to 70 directors. Boards of this size become particu-
larly unwieldy to deal with on a day-to-day basis. The best solution
suggested to respond to the "one-man, one-vote" requirement is to
constitute a board on the basis of legislative districts as opposed
to political jurisdictions. Assuming that legislative districts
are reapportioned on a timely basis, this automatically responds
to the "one-man, one-vote" issue. It has the additional advantage
of providing representation for an area, as apposed to a political
jurisdiction and thereby eliminates certain petty bickering which
can occur over jurisdictional prerogatives.

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Implementing Regional Wastewater
Management Plans:
The Financial Considerations

by John A. Lambie

Chief Engineer and General Manager
Ventura Regional County Sanitation District, California

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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IMPLEMENTING REGIONAL WASTEWATER MANAGEMENT PLANS: THE FINANCIAL
CONSIDERATIONS

John A. Lambie, Chief Engineer and General Manager, Ventura Regional County Sanitation
District, California

The financial considerations that lead to the regionalization decision
by individual agencies are:

1.	What is the current financial status of each agency and how will
it be benefited by the regional service?

2.	How will it be improved and can the agencies go it alone?

3.	What is our equity in the existing facilities and what is on
the books minus the grant?

4.	How will each be reimbursed for our present treatment plant
improvements?

5.	What will the immediate and long-range effects be?

In discussing the regional district with funding agencies, such as the
EPA and the state, and with both the entire region and the prospective
individual agencies in Ventura County, the response has been excellent.
Regionalization can solve some of their problems while resolving ours.
The state and federal agencies are tired of receiving applications for
grants from neighboring cities or agencies which conflict with each other.
This causes adverse comments and political problems. The recent response
to our case, where we represent 26 agencies who have agreed to and sub-
scribe to a regional plan, has been refreshing. The funding agencies
have confidence that project approval can be accomplished without gaining
as many enemies as friends. Federal (75 percent) and state (12 1/2 percent)
grants, without a question, have assisted the progress of regionalization.
In my opinion, decisions are accelerated because grants are available
and the regional plans are being realized.

FINANCIAL CONSIDERATIONS

One of the probems of producing a satisfactory financial plan for consoli-
dation of sewerage agencies is the rapdly-rising construction costs. It is

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most difficult to present a financial plan to a council or board which
includes the inflation rate of 7 1/2 or 8 percent. Often, they will
compare alternate financial plans which ignore inflation completely,
use a different figure, or say, "We base everything on 1976 dollars".
The same is true of rapidly rising operating costs.

In the Ventura Regional County Sanitation District financial plan, the
indebtedness is to be paid by the use of the connection fee. The plan
is for the regional agency to assume the debt by the use of contracts
of 20 years duration at a nominal interest rate of 5 percent. The in-
debtedness of current bonds of each city or district is assumed and the
regional district will make these payments when due from the funds received
from the connection fees.

The abandonment of capital facilities is a very difficult matter to address,
especially to councils that are proud of their treatment plants. However,
you must start somewhere and we started by developing a fine Regional
Master Plan of Sewerage Facilities which is consistent with the State
201 Facilities Plan for Basin 4B. Now with the state and EPA funding
plans consistent with the regional plans, new capital facilities were
scheduled. A construction program was established for new facilities.

This is constantly kept in sequence with the state and federal capital
project funding program under Public Law 92-500. Naturally, there had
to be certain facilities abandoned if the true economy of a regional
system was to be realized. To repeat, old capital facilities are planned
for abandonment as the new facilities are constructed.

I'll now answer some of the questions that were submitted to me by the
conference chairman.

Do You Have a Regional Financing Authority?

None has been created until the present time. However, a regional financing
authority is planned. Small subregional financing authorities may also
be the answer to local problems. In this manner, the broad base of the
regional district's assessed valuation of nearly $2 billion could be
used to provide greater assistance to small agencies.

What Experience Have You Had in the Assumption of Debt in a Regional Agency?

None in Ventura County. However, my previous experience in Los Angeles
County held numerous examples where the debt was assumed by a regional
water works district or sewer maintenance district, or the reverse situa-
tion where there was a transfer of facilities from the county to a city.

What Experience Have You Had in Transferring Capital Investments Between
Agencies?

None in Ventura County. However, nearly 1/2 of our agencies (26) have
indicated a desire to enter into the regional system.

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Have You Used an Equalization Formula?

Yes. In our presentations to each of the city councils and agencies,
we use an equalization formula. I have also used a similar formula prior
to working in Ventura County.

How Are Decisions Made By Your Agency on Consolidating Facilities?

The consolidation of facilities must be consistent with the master plan
which has been adopted and is consistent with the state and federal plans
and guidelines.

Have You Been Able to Meet Increasingly Strict Requirements?

No. This is one of the most difficult matters that we have to work with.
The cities, county and districts have just finished an update of their
sewerage treatment plants. Even before completion, all were given notices
to upgrade their treatment plants. These changes in the requirements
will require considerable capital improvements for compliance.

SUMMARY

The Ventura Regional County Sanitation District, which was formed in
1970 and activated in 1971 for the purpose of consolidation of local
sewerage facilities into a regional system, is progressing slowly but
satisfactorily. Although the district was formed after over 5 years
of public meetings and hearings throughout the county and with less than
5 protests out of nearly 1/2 million people, it is most difficult to
fulfill the tasks for which it was created. Its purpose is simple.

It is to develop a regional system for the handling of solid and liquid
wastes and provide sewage treatment and disposal only. There are no
collector systems in the district. Hence, whether through sewage treatment
or liquid and solid waste disposal, we are truly regional in character,
wholesale only. With the retention of local collector systems, there
has not been a loss of home rule. Each city, district or agency makes
its local decisions as to who shall use the facilities and each agency
is represented in the regional district. At first, we considered the
size of the board to be unwieldy, too large, of uneven voting strength
and a violation of the 1-man, 1-vote principle. The advantages of each
agency being represented and being a part of the decision-making process
is, we believe, swinging the unequal voting strength proponents to our
favor. Our relationships with each member agency are by contract and
there is the secret to equality of treatment. A contract is an equalizer.

Further, the regional district board operates with 5 committees to promote
member participation and involvement. They are: finance, personnel,
advance planning, engineering and construction and operations. The opera-
tions committee is composed of the chairman of each committee mentioned
plus the chairman and vice chairman of the regional district board.
The committees usually meet the week or a few days prior to the regular
board meeting. The board members then make the committee comments and
the chief engineer-general manager's recommendations to the board. If

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a matter requires consideration of more than one committee resulting
in an impasse, the operations committee will meet. Monthly meetings
are held in the evening on the third Thursday of each month to conduct
the affairs of the regional district.

In our 5 years of being, we have developed first an interim and then
the Master Plan for Sewerage Facilities; an interim and then the Master
Plan for Solid Waste Management; a Financing Plan for the Consolidation of
Sewerage Facilities; taken a complete inventory of all wastes generated
within the district; and are currently operating 3 treatment plants,
with several more being considered under contract. We have also been
designated as the Area-Wide Waste Treatment Management Planning Agency
by the Governor and EPA under Section 208 and are currently involved
in development of the Regional Land Use Plan, Air Quality Maintenance
Plan and Area-Wide Waste Treatment Management Plan for Ventura County.

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Financial Considerations

SUMMARY OF DISCUSSION SESSIONS

Moderated by Jack H. McMinn

Vice President
Bartle Weils Associates
Project Manager for the 1970 Financial Plan for the
Unified Sewerage Agency of Washington County, Oregon

on September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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FINANCIAL CONSIDERATIONS
Summary of Discussion Sessions

Moderated by Jack H. McMinn, Vice President, Bartle Wells Associates

Financing is always a critical element in the implementation of a regional
wastewater management plan. As the moderator pointed out in the Symposium's
discussion session on financial considerations, five critical financial
questions need to be resolved:

1.	Who is going to do the financing?

2.	What are they going to finance?

3.	What is the amount to be financed?

4.	How is it to be financed?

5.	When will it be financed?

The procedure selected must insure sound management programs, sound financing
programs and the ability to implement the project.

The participants generally were concerned about the equitability of exist-
ing entities' rates where facilities exist which are to be utilized and/or
abandoned. Considerable discussion involving solutions to regionalization
of entities with these situations was held. It was agreed that no two
projects would solve these problems in exactly similar ways, since polit-
ically different methods may be desired. It was interesting to note
that very similar solutions to regional systems were financed in many
different ways.

The agency for financing the facilities may be a single entity, either
a joint powers agency or a regional or subregional agency of some type
put toqether from a number of individual agencies. What is to be financed
is a function of the needs and desires of the public and the amount to
be financed must include cost of the design, cost of construction, cost
related to legal affairs and financing arrangements and, if a bond issue
is involved, a reserve fund or financing of interest during construction
if the facility is financed by future revenue.

A project can be financed a number of ways. In the wastewater field
numerous grants are available: federal and in some states, state grants;
loan programs such as the Wastewater Cleanwater Loan Program in the State

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of Oregon; cash reserves of the agency; and debt financing. Usually
financing works out to be some combination of these methods. The question
of when to finance relates to the cash flow requirement. Generally bonds
are used if it is debt financing. Bonds are sold very early at about
the same time or even preceding the actual construction of the facilities
to provide some cash flow. A secondary consideration usually is minimizing
competition with other agencies who are seeking capital with relation
to bonds. Capital financing requires the borrowing of money through
the sale of bonds or some other financing vehicle, general obligation
bonds, revenue bonds, special assessment bonds and in some cases, waste-
water facility public authority bonds and nonprofit corporation bonds.

These are forms of long-term debt financing. With respect to short-term,
there may be tax anticipation notes and medium-term financing or a promis-
sory note that might go out for five years or more. There are other
grant and loan programs that are less significant than the Public Law
92-500 program. Money is available from the Farmers Home Administration
in certain cases, and from HUD's Community Development Block grants.

More recently the Economic Development Administration public works program
for encouraging employment may make funds available for people who are
in a position to immediately implement a construction program.

Discussion was also held and questions asked about annual revenue sources
and service charges. Most agencies have the ability to levy service
charges, connection charges, standby charges, interest income and miscel-
laneous income and property taxes. Another important element in most
of the financing plans for regionalization is Equalization Compensation.
In terms of public involvement, this factor becomes a part of the sales
program to demonstrate that everyone is being treated fairly and also
to justify the sharing of revenues and expenses and a uniform system
of rates and charges throughout the service area. This program, in turn,
assures that nobody benefits unfairly as a result of their geographic
location with respect to treatment facilities. Also, the money that
is generated from growth wherever it occurs is used as one source of
revenue to help pay off the equalization program.

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The People Problem:
Management and Operations

by Robert J. Borchardt

Chief Engineer and General Manager

Metropolitan Sewerage District
of the County of Milwaukee, Wisconsin

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

I

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THE PEOPLE PROBLEM: MANAGEMENT AND OPERATIONS

Robert J. Borchardt, Chief Engineer and General Manager, Metropolitan Sewerage District of the
County of Milwaukee, Wisconsin

The title of this discussion, "The People Problem: Management and Opera-
tions," could very well have a subtitle, "The Public Entity and Dealing
with the Public." I would like to forewarn you that I'll be editorializing
quite extensively, so the caution is that "what might work for us, might
not for you." However, if you can utilize in any one of your jurisdic-
tional areas just one of the ideas that I present, then I will be com-
pletely satisfied.

COMMUNICATIONS CRITICAL ELEMENT

We are all aware that communications today is a vital tool to use in
drawing attention to a problem and in offering solutions to that problem.
It is a wise administrator that develops these lines of communication,
up, down and laterally, both within and outside the organization.

When dealing outside the organization, I prefer to call communications
publicity, public involvement as opposed to public relations. In govern-
mental operations, the public is somewhat wary of public relations efforts,
the hard sell, the image improvement. With all deference to anyone's
political affiliation, I call this the "Watergate Syndrome." It seems
that when something detracting happens in the highest echelons of govern-
ment, that all areas of government are swept up in the backwash. Credibil-
ity is further strained and it causes an extended effort on the part of the
agency to re-establish credibility in operation and administration.

Certainly a gap in communications does not spell success in creating
public awareness of problems or solutions, nor does it spell success
in achieving credibility. Therefore, it then becomes a question of how
to correct this situation. It would seem highly desirable to resort
to tried and proven methods, but there is no "cookbook" recipe, nor has
chapter and verse been written. One must then develop innovative thinking
and progressive methods to carry the activity through to a successful
completion.

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Not too long ago, I was conversing with an engineer-type colleague on
the way to a meeting and as a variety of subjects are prone to being
discussed, we talked about the Middle East situation, desegregation,
school bussing and so on. My comment to my companion was, "This whole
society seems to be full of ignorance and apathy! What do you think,
George"? After a few moments, he stated, "Well, I don't know, Bob, and
I don't think I give a damn"! Needless to say, I was somewhat taken
aback, in spite of the humor. So it would appear then that we've got
our work cut out for us.

Shortly after being appointed chief engineer and general manager, I had
to somehow demonstrate that we were moving beyond "the business as usual"
concept. I felt that there was a need to develop a public awareness
of our operation, because future solutions to the environmental problems
of the metropolitan area would cost a considerable amount. You can call
it what you like, "psyching out," or whatever, but the bottom line is
public involvement.

We formed a technical coordination committee, composed of selected profes-
sionals and technicians from within the district, to serve as a sounding
board for our proposed developments. Just recently, we started to work
with a Metropolitan Sewerage District Development Task Force, a group
of selected governmental representatives from the area. These groups
cover both the professional arena and the political arena. Decision
making in our area of operation involves both arenas; any decisions,
be they professional or political, have to be made separately, before
being brought to the other area for acceptance.

Professional decisions have to contain a cost-effective analysis ingred-
ient, and have to present a final recommendation based on research of
alternative solutions. Decisions made in the political arena include
financial practicability, feasibility in timing and level of state or
federal aid. The district's responsibility in utilizing these advisory
groups is to lend constant motivation to the decision-making process,
narrow the issues and move the programs forward. Taxpayer groups, regu-
latory agencies, financial development groups, labor organizations and
environmentalists must be brought together in the same forum to discuss
the problems and analyze the solutions.

I previously mentioned public relations and public involvement. We have
had some success recently, in one of our major projects, the Combined
Sewer Overflow Pollution Abatement Program, being studied by our district,
with the able assistance of the consulting firm of Stevens, Thompson
& Runyan, and the methodology in involving the public. I do not imply
that we are involving the general public in the decision-making process,
something that the agency alone is responsible for, but rather, in public
awareness through an extensive district-sponsored publicity campaign
with displays, meetings, talks, editorial conferences and so on. We
have been able to shed quite a bit of light on this major environmental
problem. The media, needless to say, both the electronic and the written
are strongly encouraged to become part of the picture, to fulfill their
responsibility to the community. This allows the agency to tell its

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story, highlighting the problem and ensuring that the solution to it
will be thoroughly investigated to justify the expense that the taxpayer
ultimately will have to support.

In our particular area of operation, the foregoing is innovative. We
are a special interest governmental entity operating within, and cooperating
with, other separate municipal corporations characteristic of major metro-
politan areas. The tendency existed heretofore that we became somewhat
arbitrary in our thinking because of our highly specialized area of opera-
tion. The sophisticated procedures and methods utilized in addressing
environmental problems and the complex nature of the operation itself,
do not allow a readily understandable scrutiny by the general public.
Therefore, we felt it necessary to engage in an educational campaign
in matters related to pollution abatement, in addition to justifying
expenditures.

HOW THE SEWERAGE COMMISSION WORKS IN MILWAUKEE

To serve as some background in this discussion, a brief scenario as to
the formation and operation of our 2 commissions would be in order.

The metropolitan area of Milwaukee is divided into 3 drainage areas,
the Milwaukee, the Menomenee and the Kinnickinnic rivers, which flow
through the area from the north, the west and the south, respectively,
and unite at a point near their combined outlet into Lake Michigan.

Before 1925, when the treatment plant at Jones Island was put into opera-
tion, the sewage and industrial waste from the city and its suburbs
were discharged through combined sewers directly into the 3 rivers.

This discharge would then flow into Lake Michigan. Predictably, the
pollution carried by the rivers through the heart of the city created
a significant health hazard, to say nothing of the odor nuisance.

The first attempt to remedy the pollution of the rivers and lake caused
by the untreated sewage was the construction of flushing tunnels to pump
large volumes of lake water into the river outlet. While the flushing
did dilute the pollution and reduce the odor nuisance, the more serious
problem of water supply pollution and the consequent health hazard remained.
Following state enabling legislation in 1913, the City of Milwaukee estab-
lished a sewerage commission empowered to construct and develop a sewerage
system and treatment facility within its borders.

Proposals were soon made that the plant and intercepting system handle
the sewage from all communities in the immediate tri-river drainage area
because upstream pollution by the suburbs could perpetuate the very problem
that the proposed facilities were intended to eliminate. The initiative
for a metropolitan system came from the suburbs, a number of which were
faced with large expenditures for sewerage facilities that exceeded their
legal debt limits. The city was receptive to the idea because the con-
struction of the sewer system was also proving more than its own financial
resources could bear. With support from both sources, Metropolitan Sewer-
age Commission was created by state law in 1921, for the purpose of con-
struction of sewer line mains, outside the central city, to connect the

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various suburban districts to Milwaukee's intercepting sewer system and
its disposal facilities. The law provided that the city would be reim-
bursed over a period of years for the suburban areas' proportionate share
of the costs of constructing the disposal plant and the intercepting system.
The metropolitan district was enlarged in 1959 to include all of Milwaukee
County. Its jurisdiction was further expanded the next year, when the
2 commissions authorized contracts with municipalities outside Milwaukee
County for the transmission and treatment of sewage from territory within
the drainage area of the district.

The City Sewerage Commission consists of 5 members appointed by the Mayor,
with Common Council approval, for terms of 5 years. The Metropolitan
Sewerage Commission has 3 members appointed by the Governor for 6-year
terms. Although the 2 agencies are organizationally separate, they operate
administratively as one unit. At the time that the Metropolitan Commission
was created, it was provided that the City Sewerage Commission remain
in existence with jurisdiction over all facilities within Milwaukee city
limits. It was also provided that the City Commission's staff and work
force become the operating agent for the larger district. Both bodies
are served by the same chief engineer and general manager, the same secre-
tary and the same organizational personnel. Moreover, it has been common
practice to have one member serve on both commissions, so as to provide
an additional means of coordination and liaison between the 2 bodies.

This dual arrangement has prevailed up to the present day despite numerous
attempts to consolidate the 2 agencies, or transfer the total sewerage
function to the county government.

EXPANSION OF THE DISTRICT SYSTEM

Our procedure during the district expansion, in eliminating other opera-
tional plants, followed these lines.

If the plant that was to be eliminated through system expansion was a
municipal operation, through their public works department, the management
and staff of that plant was ultimately assimilated by the municipality
involved. As we were not prepared to immediately serve the area taken
over through expansion, we reimbursed the municipality for its actual
cost of operating and maintaining the plant until it, in fact, was elimi-
nated. The plant property, of course, remained in the ownership of the
municipality.

In a situation where the district absorbed a smaller district through
expansion, we placed the staff of the smaller district on our own payroll
during the interim period before plant elimination. After the point
of plan abandonment, we absorbed the remaining staff in our organization
placing them in related positions. This transfer, of course, had to '
be negotiated with the bargaining unit responsible for plant operators
However, the solution was worked out to the satisfaction of all parties
concerned; the seniority used for the absorbed employees was the date
of the legal assumption of jurisdiction over the smaller district.

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In this case, the board members of the smaller district, who served without
remuneration, upon takeover by the district, no longer played an active
role in matters related to the smaller district, except to advise our
board members during the interim transition period.

COLLECTIVE BARGAINING IN PUBLIC AGENCIES

Just a few brief comments on the collective bargaining unit in public

agencies.

In 1965, municipal corporation employees in the State of Wisconsin were
given the right to bargain with their employers. I must say that a mini-
mum of municipal employers were ready for this program. It brought an
entirely different philosophy into the spectrum of agency operations
that previously did not exist.

Pursuant to this injection of municipalities into the collective bargain-
ing field, the 5 major taxing units of the metropolitan area formed a
group from the administrators of each of the agencies, to establish common
denominators in benchmark position salaries, pensions and fringe benefits.
It was at this time and still is, imperative that the 5 taxing units
present a common front in negotiations. If one of the parties breaks
the settlement pattern, the others then have to suffer the consequences
of "whipsawing," or giving that little bit more to effectuate a settlement.

In addition, the negotiation exercise, on the part of the employer, must
be placed in the hands of the experts, who can utilize all of the avenues
of research, investigation and comparison that are available. The art
of negotiations is best left in the hands of seasoned veterans, who are
adept and knowledgeable, more so than the uninitiated.

To ward off any problems with personnel who are not represented by a
bargaining unit, the major taxing units have felt it necessary to award
the same settlement to these people as was negotiated with the major
bargaining unit.

With multiple unions, we have attempted to standardize fringe benefits
and any increases therein, including pensions. Negotiations with the
major union, on fringes, are applied across the board. We attempt to
maintain a standard percentage wage increase throughout. Of course,
the cents/hour figure will be different based on the average hourly rate
of the unit.

More and more, operational agencies in our metropolitan area, including
our own district, are looking toward cost savings developments, either
through automation, instrumentation, or central control. With rapidly
escalating costs in operation and maintenance and the fact that labor's
total package cost represents over 60 percent of operating and maintenance
expenses, I feel that the charge to trim costs is entirely valid. These
developments toward larger and more complex facilities cause the agency
to search for more sophisticated operating and maintenance personnel.

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Training programs have to be initiated for in-house personnel. There
is more dependency also, on retaining outside staff augmentation on a
temporary, as needed, basis.

Due to the complex nature of our line of business, I don't feel that
there could be a one source, manpower pool to adequately serve the needs
of our agency. On the other hand, there could be a specialized reserve
of manpower maintained by an agency, devoted to 1 or 2 facets running
through all agencies, who could augment staff during times of need.
The cost-effectiveness of staff augmentation, as opposed to permanent
staff enlargement, should be a determining factor in the agency's decision-
making process.

SUMMARY

In summary, there is much more need for the manager in a governmental
agency today to attune himself to the needs of the community, through
communication. The general public must be made aware that the agency
is making all attempts to address and solve the environmental problems
with realism and respect for the community's ability to pay. We, in
operational agencies, must establish effective dialogue with the regulatory
and funding agencies.

I have to say that I have only been able to scratch the surface on a
variety of items. Perhaps, during some of our further discussions at
this symposium, I can be more specific in areas that you might choose.

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Management/Operations: The People Problem

SUMMARY OF DISCUSSION SESSIONS

Moderated by Penelope A. Wilson

Special Assistant to the Executive Director
Municipality of Metropolitan Seattle

on September 9,1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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MANAGEMENT/OPERATIONS: THE PEOPLE PROBLEM
Summary of Discussion Sessions

Moderated by Penelope A. Wilson, Special Assistant to the Executive Director, Municipality of
Metropolitan Seattle

Problems of dealing with employees, managers and board members who formerly
were associated with local service districts or cities which were brought
into a regional plan were discussed at the management and operations
sessions at the Symposium on Implementing Regional Wastewater Management
Plans. Although participants acknowledged the need for public awareness
and concern in the successful implementation of a regionalized wastewater
management plan, the thrust of this discussion dealt with people who
were individually affected in their day-to-day livelihoods or community
responsibilities by an implemented plan.

Questions and the ensuing discussions presented to the group were as
f ollows:

WHAT ARE THE MAJOR PEOPLE PROBLEMS IN REGIONALIZING?

Preserving the identity of workers, managers and public board members
who represent agencies that are affected by regionalized plans is a major
concern for the management of the regional institution. People who are
brought into a consolidated operation many times have felt that they
have lost their identity in their local community and sometimes feel
that this lost identity is reflected by a lessening of the community
pride in them and the work they do for the community. Regionalized agen-
cies, where consolidation has occurred, find that they must deal with
operations, management and policy-making people who have different levels
of experience and training. New training in many instances has to be
implemented and standardized classifications for employees need to be
established. It has been found that job enrichment has developed into
a problem in dealing with workmen who formerly had general duties, but
after consolidation find that they are becoming specialized. The common
report was that such personnel begin to find their daily tasks quite
boring and without variety. Sometimes the result of this is dissatis-
faction by the workman to the point where he takes other employment.

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HOW DO YOU DEAL WITH MANAGERS, STAFF AND BOARD MEMBERS WHEN DISTRICTS
MERGE?

In many instances the board members, managers and staff remained the
same and kept many of the same duties unless their institution was absorbed
into original agencies through the vehicle of consolidation. When this
is not the case, many states have legislation which requires that the
regionalizing agency take all former employees of local districts into
the regional agency's payroll. Where employed staff is consolidated,
it is nevertheless not unusual to see that district board members remain
on their boards with only an office staff remaining.

District managers have remained in their positions with the same responsi-
bility and salary, but sometimes the operations of the district are dimin-
ished, as when treatment plant responsibility is taken over by a
regional agency. In many cases the regional agency does not deal with
the individual customers in a direct way; rather it acts as a wholesaler
of some kind of service to local agencies, who in turn maintain local
contact.

HOW DO YOU DECIDE ON WHICH STAFF TO KEEP?

Legislation required that in some states all the employed staff become
employees of the new agency. This has resulted in the new agency having
an excess of staff, but this matter eventually takes care of itself through
good management practices. For instance, the staff members who the
agency really wanted to keep are the kind of people who would grow with
the agency, while the indifferent to substandard performing employees
have either left the agency eventually or stay on at the original entry
level. It was agreed that it would be inevitable that there would be
personnel inefficiency in a newly-formed, consolidated regional agency.
Attrition eventually seems to level off the overstaffing problem, while
in other cases the excess staff has been absorbed as the agency expands
in its operations. There was some agreement that some kind of payroll
inefficiency might have to be accepted for a period of three to five years.

WHAT ABOUT UNEQUAL SALARY LEVELS, PENSION PLANS AND BENEFITS?

The experience of some of the seminar participants suggests that it takes
about three years for unequal salary levels to even out and for a good
salary plan to be fully in operation. This, of course, depends on the
size of the agency and the initial qualifications of its staff. It was
pointed out that in some instances the requirement for certification
of treatment plant operators, when made after the agency has formed,
has made it easier for the agency to fit its personnel into more appro-
priate positions of responsibility and salary. As for pension plans,
one agency reported that the consolidated staff was given the choice
of either staying with its former plan or going with a new pension plan
to be established by the agency. It was found that benefits under the
two plans were similar and in some instances the agency's plan was better.
The consensus was that if employees consolidated into a regional plan had
been enjoying a pension prior to consolidation, then they should be pro-
vided with similar benefits after consolidation.

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HOW DO YOU DEAL WITH MULTIPLE UNIONS?

This seems to be a growing problem as more public employees become union-
ized. Not all regional agencies deal with multiple unions and in fact
at least one agency reported that it dealt with only one. The need to
have good labor law attorneys involved with union problems and negotiations
was stressed.

DO PEOPLE OR MANAGEMENT THEORY DICTATE THE ORGANIZATION STRUCTURE OF
A NEW REGIONAL AGENCY?

The general consensus was that both theories dictated the organizational
structure. The stress depends on the primary concern of the agency as
it evolves over the years. For instance, one agency reported that in
its early years its operation was primarily concerned with construction.
This reguired a large proportion of the staff to be engineers, planners
and construction specialists. After the agency's facility was constructed,
then the emphasis shifted to management and operations and this was re-
flected in a shifting of the percentages of kinds of jobs to be done.

HOW IS THE BILLING PROBLEM HANDLED?

There wasn't a general rule that seemed to be evident from the discussions.
Some agencies charge a local district by customer connection fee, which
the local agency in turn passes on to the customer. Other agencies deal
directly with the customer. Another method of collecting funds was
an annual rate charged to a local district that is assessed at the time
property taxes are due and the method of payment was either a direct
payment to the agency or by means of arrangement through monthly mortgage
payments.

HOW DO YOU TREAT SEWER DISTRICTS AROUND A REGIONALIZED AGENCY?

Although this subject was not on the agenda, it was brought up by several
attendees who have not yet been thoroughly involved with regionalization.
It was suggested that an agency could sell space in its system, where
the local agency collects wastewater. Other methods of charges, such
as volume, strength, connection fee, etc., were discussed. In some cases
it was pointed out that the regional agency might take over an entire
sewer district, including the collection system, plant and other facilities
and in this case it might charge a fee directly to the customer.

SUMMARY

It was evident that the seminar attendees felt that there were two kinds
of people problems:

1. Dealing with the general public, generating initial support and
concern for a regional wastewater management plant implementation.

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2. Dealing with the personnel who have formerly been involved with
the operation and maintenance of" existing systems. This problem
is more direct and generally appears after reqionalization has
occurred.

There was general agreement that it is necessary to accept a local dis-
trict's staff as they are, retrain them as necessary, extend to them
benefits equal to those they had formerly enjoyed and to expect that
a good personnel policy would take several years to implement before
payroll efficiencies could be realized. Dealing with local districts
that are involved with regional agencies that do not provide consolidation
of facilities and reduction of treatment plants is such a variable problem
that no one specific solution seems to fit every case.

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Implementing Water Quality Management
on a Regional Scale: The Capital Facilities

by Marvin W. Runyan

President
Stevens, Thompson & Runyan, Inc.

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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IMPLEMENTING WATER QUALITY MANAGEMENT ON A REGIONAL SCALE:
THE CAPITAL FACILITIES

Marvin W. Runyan, President, Stevens, Thompson & Runyan, Inc.

Twenty years ago, it certainly would not have required 20 plus minutes
to describe how the decisions were made on capital facilities. Basically,
I could say that the engineer developed the facilities plan based on
accepted engineering logic and then someone else figured out how to raise
the money to pay for it. Everyone understands what engineering logic
is so I could finish my talk in a minute and sit down.

Frankly, today things are quite a bit more complicated. To begin with,
our metropolitan areas have substantially more complicated urban forms.
The central city is surrounded by a number of autonomous governmental
agencies, many of which have developed their own infrastructure. The
number of people involved in decisions has escalated rapidly, both because
of the increase in number of governmental units and because of the layering
of units from federal through regional to local. Also, engineering logic
is only one of many factors which goes into public works decisions now
as demonstrated by the fact that I am fourth on a program discussing
how regional decisions are made. And very importantly, the public is
increasingly aware of the public works planning and implementation process
and is actively involving itself in these decisions.

In 1968 when the master plan was completed for the Tualatin basin there
were 11 cities, 23 sanitary and service districts and 9 private sewerage
systems serving an estimated population of 99,000 out of a total population
of approximately 150,000. In addition to many miles of sewer, there
had been constructed 29 sewage treatment plants discharging effluent
to small streams in the basin. The plants varied in size from 10,000
gpd to the largest which was 2.5 mgd. This will give some indication
of the magnitude of the problem to determine disposition of existing
capital facilities when considering regionalization.

The thrust of my remarks today will be to discuss how the capital facili-
ties decisions are made in establishing a regional wastewater program.
Our firm has been involved in the implementation of a number of regional
wastewater programs and if we have learned one thing from that experience,
it is that there is no formula which can be applied uniformly. Rather,

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I will talk about some techniques that we have used and discuss some
of the questions which must be answered in any regionalization program
and then illustrate my remarks with examples from our own experience
with emphasis on the Unified Sewerage Agency.

Our experience has shown that for a program to be successful, the capital
facilities consultant must be dedicated to devising a program which can
be implemented. It is this goal orientation on the part of the primary
consultant that provides the driving force for the whole program. In
other words, it is our job to find a solution to the problem while meeting
as many of the often-conflicting goals of the people involved as possible.

NEW APPROACH REQUIRED

There are several techniques which we have used for making decisions
on capital facilities. The traditional approach, which was used extensively
a few years ago and is still being utilized on smaller projects, basically
consists of establishing the most feasible program from an engineering
and cost-effectiveness view. In this process, the engineer essentially
internalizes all the political, environmental, social and other factors
in his own decision process.

The system approach, which was developed by the aerospace industry in
the 1960's, consists of establishing goals and then obtaining a consensus
agreement on objectives. Once these are determined, the solution (in
this case the desired capital facilities) can be determined in a very
straightforward, almost mathematical manner.

Neither the traditional approach nor the systems approach has proven
to be valid in modern society. The traditional approach did not account
for the dynamics of public decision-making processes and the large number
of people and considerations which enter into any decision. The systems
approach, which was highly successful for putting a man on the moon,
has been much more difficult to apply to people problems. People are
either unable or unwilling to articulate their objectives at the outset
of a project and then sit back and watch the results come out without
having further input. Another technique which I believe has merit is
one which I will call the "practical approach" in that it recognizes
reality and results in a program which can be implemented.

In the practical approach the facilities consultant continuously maintains
the goal of developing an implementable program. He is not passive,
but aggressively pursues this objective. In order to achieve this goal,
he weaves his way through the objectives of the many interested parties,
satisfying as many of these as possible as he proceeds. This technique
recognizes that peoples' objectives will not emerge until specific pro-
posals are put forward and until they can see the consequences of these
proposals. The consultant s progress in reaching his goal appears to
be rather halting as he is taking 2 steps forward, reviewing and revising,
one step backward and then 2 steps ahead.

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Enough discussion about the theoretical decision-making process. Now
let's talk about what specific factors and considerations are included
in developing the capital facilities program.

COST-EFFECTIVENESS

Cost-effectiveness is the key to facilities decisions in regional waste-
water systems. The system must be responsive to the protection of public
health and the maintenance of water quality. It must be politically
acceptable to those participating. It must be legally implementable.
And, it must be economically efficient. A cost-effective regional system
must optimize all of these aspects, not just initial dollar costs or
life cycle dollar costs, in order to produce the maximum benefit. Cost
estimates must be further broken down to see who will bear the burden
of the various costs and this is particularly important when you are
considering a voluntary association of local agencies into a new regional
program.

When we developed the regionalization program here in Washington County,
we had several fundamentally different concepts that could be utilized.
The 3 basic plans that were considered were:

1.	Transport the sewage outside the Tualatin basin for treatment
and disposal to the Willamette River.

2.	Continue building and expanding existing sewage treatment plants
on the small tributaries of the Tualatin River within the basin.

3.	Remove plants from the tributaries and concentrate treatment
at several key locations at the lower end of major subdrainage
basins with treatment and discharge to the Tualatin River.

Based on an analysis of the original capital cost, operation and mainten-
ance, and projected future costs, evaluation of the plans presented was
made and essentially the plan of moving treatment from the tributaries
to locations at the lower end of the major subdrainage was adopted as
most cost-effective.

SERVICE BOUNDARIES

The boundary of a regional sewerage system and the size and configuration
of the system are often very difficult questions to resolve. Neither
drainage basins, political boundaries nor geographic boundaries can be
used by themselves. The decision is ultimately based on a combination
of cost factors, urban growth boundaries, development trends and political
considerations. Again, no magic formula can be established for determin-
ing these boundaries, but rather through discussion and agreement.

In Washington County we started with the county boundaries which, fortun-
ately, closely paralleled the Tualatin River drainage basin, and then
dealt with specific problem areas. First, there was the rural western

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portion of the county which was outside the urban growth area. Secondly,
there was a city in the county which chose not to join the regional pro-
gram. And lastly, there was a portion of Clackamas County which was
in the Tualatin River drainage basin.

SIZING FACILITIES

The traditional engineering practice of establishing facility sizes to
serve ultimate development is no longer automatically applied. Current
EPA regulations discourage sewerage development as a means of encouraging
urban growth, and considerably more attention is being placed on phased
development of these facilities. If a land use and zoning plan exists,
the engineer can conduct a cost analysis to determine the proper phasing
of facilities to meet expected development. If properly done, this will
facilitate orderly growth through sewer construction as well as provide
the most economic system overall.

REGIONAL FACILITIES

Which facilities are considered regional and which local when putting
together a regional wastewater program? Certainly no pat answer such
as all treatment plants plus sewers over a certain diameter will suffice
for this question. A number of factors must be brought into consideration
including the primary function of the facility, the responsiveness of
the agency, economics, financing ability, etc. In the process of estab-
lishing a regional system, the decisions on which facilities are regional
is probably the critical one in gaining local acceptance. If the local
agencies can maintain their desired measure of local control, then they
will support the establishment of a regional program for functions which
are clearly outside their own ability to provide.

It is very seldom that the engineer has the option of providing a new
regional system in an area with no existing facilities or where all exist-
ing facilities are obsolete and should be abandoned. In fact, the usual
situation involves facilities ranging from those that are fairly new
through those that are fully amortized. The only criteria which we have
found which can be successfully used in the abandonment or retention
decision is the one of usefulness to the regional program. A detailed
cost analysis should be prepared for every abandonment or retention deci-
sion, but typically other factors prevail in this consideration. It
may be necessary to make exception to the rule that only reused facilities
will be purchased by the regional agency in the case of fairly new facili-
ties which could continue to be used if it were not for regional considera-
tions. Sometimes it may be possible to utilize these facilities during
the phased development of the regional program.

Throughout the service area of the Unified Sewerage Agency, we had a
number of sewage treatment plants and pumping stations that had been
in service for a number of years and had used up much of their service
life, while others had been constructed quite recently. Still other
areas had no facilities whatsoever.

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After the district was formed and a financing plan developed, as a part
of the program of dealing with the previous entities of the Unified Sewerage
Agency, a reimbursement program was developed for those facilities which
were retained and incorporated into the area-wide system. The total
reimbursement for facilities was approximately $3 million. The formula
used in arriving at the reimbursement was the initial cost of the facility
less any federal grants which had been received, plus a 5 percent annual
increase from the time of construction to compensate for inflation.

Three sewage treatment plants were recognized, the Forest Grove plant
which was the largest of the plants and was already located with discharge
to the Tualatin River, and 2 small plants at Banks and Gaston which were
quite isolated from the rest of the developed area. Reimbursement for
sewers was limited to those 24 inches or larger in diameter.

OPERATIONAL CONCERNS

While not strictly a facilities consideration, the problems of training,
providing spare parts and the operation and maintenance of a regional
system made up of merged smaller systems is obviously of concern. It
is very difficult to quantify the cost of these problems or in fact to
deal with them other than in a subjective way in regional decisions.
Adequate staffing of the regional agency must be provided early in the
implementation phase for both operation and administration. In the case
of the Unified Sewerage Agency, employees of the previous districts became
employees of the new agency.

COST ESCALATION

The cost of inflation cannot be overemphasized in establishing the implemen-
tation schedule for a regional program. Consideration must be given
to construction management and fast-track techniques which can more effec-
tively be utilized by a large regional agency than by a smaller local
agency. Also, the regional agency may be more able to raise the capital
necessary within the time frame required for rapid construction.

Importance of speed of implementation to overcome the effects of inflation
can be demonstrated by reviewing the cost estimates prepared in 1968
for the Tualatin Basin master plan construction and today's costs. The
1968 construction costs plus 25 percent allowance for administration,
legal, rights-of-way, engineering and contingencies resulted in a total
estimated cost for the system of $70 million. At that time the Engineering
News-Record Construction Index was 1200, today 8 years later it is 2445.
Using this as a basis of updating previous estimates, the construction
would be more than double in 8 years. Based on trends prior to 1968,
it was estimated that the construction cost would double in 15 years.

When you look at the facilities decision process in the way I have just
discussed it, it becomes obvious that you are not just talking about
treatment plants, pumping stations and sewer lines. In fact, we find
that the decisions on what will be built are really based on financial,
institutional and people considerations as well as what makes engineering
sense. And this is the way it should be!

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Capital Facilities

SUMMARY OF DISCUSSION SESSIONS

Moderated by Cowles Mallory

City Engineer
City of Portland, Oregon

on September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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CAPITAL FACILITIES
Summary of Discussion Sessions

Moderated by Cowles Mallory, City Engineer, City of Portland, Oregon

The development and implementation of the Regional Capital Facilities
Plan is a very complex process. Public awareness is vital to the formu-
lation and success of the plan. Coordination and cooperation between
the engineer, the client and numerous public groups and agencies are
of fundamental importance, agreed the participants in the two discussion
sessions on capital facilities at the Symposium on Implementing Regional
Wastewater Management Plans. Discussion on this element of area-wide
plans ranged across many fields. The following is a summary of the major
topics: development of the regional plan, financing and legislation.

DEVELOPMENT OF THE REGIONAL PLAN

The major topics discussed relative to the development of the regional
plan were evaluation of existing facilities, establishing priorities
for phased construction, determination of the design period and deter-
mination of the need and type of new facilities.

Participants expressed concern that the value of existing facilities
be properly determined and the appropriate credit be given the owner.

As an example, sewage treatment plants of the same age and size but having
a history of poor maintenance versus proper maintenance would have very
different present worths. It was stated that credit for existing facili-
ties such as sewers, which are incorporated into a regional facility,
could be given through outright purchase. Although the same method could
be used for treatment plants, it would be less applicable. Criteria
used to evaluate the existing worth of treatment plants include physical
condition, plant performance and capacity, effluent criteria, and operation
and maintenance cost. It was suggested that abandoned plants are a liabil-
ity; however, it is possible that a future use such as a training facility
could be found.

The initial prioritization of sewerage projects should be based on a
logical progression of events as they are currently projected to occur.
Available resources such as city and area-wide land use plans, zoning

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ordinances and population projections should be used to the maximum extent
possible in order to set initial priorities. Once priorities have been
established, many participants in these discussions pointed out that
it is crucial that a group or agency be delegated responsibility to monitor
growth and to determine the current validity of the priority list. Flexi-
bility to alter the priority list as needs change must be retained within
the review system. At such times that changes in zoning or land use
are made, timely coordination of all appropriate changes in all agency
goals, guidelines and requirements is necessary.

The design period is selected by the consideration of several factors
and is largely a matter of judgment. Among the factors to be considered
are the following:

1.	Economies of scale which may be substantial, such as adding
three inches in diameter to a sewer or five feet in diameter
to a clarifier.

2.	The type of facility, such as sewers which are difficult to ex-
pand, and treatment plants which require only the duplication
of existing facilities.

3.	The location and timing of future development, which may necessi-
tate and also hinder the expansion of existing facilities.

4.	The useful life of facilities, which may range from 10 years to
50 years.

5.	The development of new technology which may be superior to that
currently available.

6.	Financial considerations are important. In those instances where
federal grants are available, extension of the design period
becomes attractive.

The need and type of new facilities is a function of such factors as
population distribution, industrial loads and effluent requirements.
Regionalization of facilities, which is considered by EPA to be an
area-wide wastewater management approach to facility ownership, operation
and maintenance, may be feasible in areas with large population concen-
trations. The regional facilities may be comprised of one or more treat-
ment facilities. The capacity in the regional facilities can be allocated,
using some predetermined formula, to the entities involved or it may
be utilized on an "as needed" basis. The inclusion of capacity for indus-
trial wastes should be considered, as it may be beneficial to both the
public and the industry. The wastewater characteristics and the effluent
requirements will influence the type of processes employed..

FINANCING

A very large portion, currently 75 percent minimum, of the cost of capital
facilities is paid for by state and federal governments through grants
paid for by the taxpayers. While participants agreed that grants play

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an important role in the construction of wastewater treatment plants,
the nature of the role is not clearly defined. EPA originally viewed
the grants as a vehicle which could he used to solve existing water pol-
lution problems. In contrast, some municipalities view grants as a source
of funds for financing construction of facilities to curb water pollution
while paying for future growth and thus decreasing the financial burden
on the community through local taxation. Some people believe that this
policy on the part of cities promotes growth; others suggested that sewers
do not affect growth or birth rates.

The grant issue does not stop here, however. In an effort to cut down
on capital costs, EPA has adopted at least two approaches:

1.	Fund only those projects which are most "cost-effective" toward
solving the immediate water pollution problems. The term "cost-
effective" was not defined.

2.	Prevent the engineer from writing specifications which are so
restrictive that many equipment suppliers are prevented from
bidding.

The only discussion on the first policy pertained to who makes the de-
termination of what is most cost-effective; it was concluded that the
community should make the decision, but that EPA must concur in order
for the project to proceed in a timely manner. Numerous questions rele-
vant to the latter policy were raised. It was generally felt that not
restricting equipment suppliers from bidding would indeed lead to a sub-
stantial savings in capital; however, it would only be at the expense
of operation and maintenance costs which are borne in their entirety
by the community, due to the substitution of cheaper equipment with in-
ferior quality. This in turn would encourage the community to inadequately
operate and maintain their systems and therefore decrease, at least par-
tially, water quality.

The raising of funds to cover the local match share is a complex process
which demands public education and awareness, pointed out many of those
attending the session. Since wastewater systems include capacity not
only for the existing population, but also future populations, the cost
recovery system must be equitable to all those to be served by the faci-
lities. The fund raising scheme must consider debt service, operation
and maintenance costs. Allowance must be made for escalation of costs,
although the method of doing so tends to be nebulous.

Legislation

Existing legislation plays a key role in the development and financing
of wastewater treatment facilities. Doubt was expressed that pollution
abatement can be effectively realized through legislation. Current legis-
lation prescribes uniform levels of treatment throughout the nation without
giving attention to local needs and conditions. While this approach
tends to make the economic burden uniform, it does not encourage the
greatest pollution abatement for the dollars spent. Improvement of the
benefit to cost ratio could be realized by adopting strict standards
only in those areas that currently have water quality problems and relaxing
them in areas with relatively good water quality; this approach would
require a constant review of the standards to ensure high water quality.

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Regional Solutions
to Regional Problems

by The Honorable Neil Goldschmidt

Mayor
City of Portland, Oregon

presented September 9, 1976
at the Symposium on Implementing
Regional Wastewater Management Plans

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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REGIONAL SOLUTIONS TO REGIONAL PROBLEMS

The Honorable Neil Goldschmidt, Mayor, City of Portland, Oregon

Most of the time, regionalism is defended as an environmentalist's tool,
or a tool to protect the environment. This is because we are now correctly
observing that a large number of environmental concerns do not respect
the artificial boundaries of cities/counties and as such, must be attacked
regionally: air shed; water and sewer; solid waste; and land use and
transportation.

These problems are focused on largely because they are critical elements
in the ecosystem, basic to our life-support system. As such, they clearly
fall into the category of regional problems in need of regional solutions.

In assessing the case for regionalism, I would argue that the environmental
perspective is too narrow; in fact, the most compelling arguments on be-
half of regionalism may be economic and political rather than environmental.

To explain why, you have to look at 2 phenomena that have guite possibly
become the 2 most significant developments during this decade: growth
management in an era of diminishing natural resources; and government
decision-making in an era of diminishing public confidence. These 2
threads weave together to form the compelling argument for making regional-
ism work. Here's how!

GROWTH MANAGEMENT IN AN ERA OF DIMINISHING NATURAL RESOURCES

By now, it is something of a cliche to acknowledge the fact that we have
entered an era of shrinking resources. At the same time, Oregonians
recognize the phenomenal growth pressure upon our state. Oregon population
grew by 9.4 percent between 1970 and 1975, much in excess of the national
growth rate of 5 percent.

Here again, the question of growth management is often perceived as an
environmental or ecological problem. How do we direct growth without
upsetting the ecology? What is often misperceived or not perceived at
all is the fundamental economic question. How do we direct economic

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development to provide the level of jobs, goals and services that is
desired? How do we meet the housing needs that we face over the next
4 years or 2 decades? I am suggesting that a regional perspective in
economic development is the key to our management of growth as we con-
front the limits that are imposed by dwindling natural resources.

It is true for the Portland metropolitan region, and for the other regional
communities in Oregon as well, that the economic well-being of our region
depends upon our maintaining and improving the economic balance that
exists between the urban-suburban and rural communities in the region.

Make no mistake about it, we are economically interdependent. And the
sooner we recognize those interdependencies and the harder we work at
strengthening them, the better we will be able, as a region, to manage
the growth ahead.

EXAMPLES OF ECONOMIC INTERDEPENDENCIES
A Diverse Economic Base

A key to the economic strength of our region is its diversity. The Port-
land SMSA is a West Coast leader in manufacturing diversity and is a
principal center for industrial development, warehousing and distribution
in the Pacific Northwest. Our regional economy is spread fairly evenly
over a broad base: electronics, food processing, lumber and timber indus-
tries, ship building and repair, sportswear, sports equipment and apparel,
trucks and trailers and light manufacturing.

Considering the following:

. The forest products industry accounts for 12,200 jobs in our region
and a $143 million annual payroll.

. Agriculture was a $4.6 million industry in 1975.

. Wholesaling employs 40,000 workers with a $7.2 billion annual volume,
third on the West Coast.

. Retailing employs 75,000 workers with a total retail trade of $2.3
billion.

. The Portland harbor ranks third on the West Coast in total tonnage
of domestic and foreign marine cargo moved; PIA handles 60,000 tons
of cargo and 3 million passengers per year.

. A full 50 percent of the entire Oregon work force lives in the tri-
county area.

The 10 full service banks with upwards of $6 billion in assets and
12 savings and loans make the Portland region a finance center.

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Keeping those elements of our economy in place is a regional undertaking.
The urban center is needed to attract the capital, provide the warehousing,
distribution, shipping and receiving. The surrounding suburbs account
for much of the production, the labor forces, the investment and the
purchasing power.

The Entire Region Operates as a Single Marketplace

We are seen that way from the outside; we share in the economic benefits;
we need to see ourselves that way from the inside. Moreover, our market-
place will not be healthy without our efforts to fortify it. A growing
skilled labor force needs housing — and the production of that housing
can help the timber industry. Supporting the agricultural industry means
a review of our tax provision, to make sure we don't tax land out of
production. Our retailing and wholesaling markets rely on employed,
well-paid consumers to purchase the goods. It all works together.

Regional Capital Investment

Maintaining our economic base calls for coordinated regional capital
investment. The make-up of our economy — from timber to agriculture
to wholesaling and retailing to tourism to port-related activities —
relies upon a cooperative approach to building and maintaining the regional
infrastructure that allows that activity to flourish. That largely means
public expenditures.

Transportation Networks

Much of our transportation network came originally from old assumptions,
not only about travel, but about local and state governments' ability
to finance road construction and maintenance. We have in place a high-
guality road system to carry merchandise to and from the market and workers
to their jobs. But in our region, some of the counties and cities still
project massive new road projects, far in excess of need or financial
ability. Today, the state says it needs an additional one-cent gas tax
just for maintenance of our existing system.

The answer must be 2-fold: A rethinking of our assumptions regarding
construction need and an increased reliance on transit for work trips.
It's the only answer we can afford. And to arrive at it will take regional
cooperation, regional planning and regional sharing.

The Port Drydock

Another example is the proposed port drydock facility. We already know
the role the port marine operations play in the economy of the tri-county
area. In 1975, value-added community economic impact of the marine opera-
tions totaled nearly $1/2 billion; marine operations resulted in almost
21,000 jobs and a payroll of just under $300 million, spread throughout
the tri-county area.

Now the region, as a region faces an economic decision point. As Mayor
of Portland, I am supporting the drydock bond measure, not only because

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of what it will mean for my community, but for what it will mean for
the economic vitality of the entire region.

Tourist Facilities, Such As the Zoo

In the May election, tri-county voters approved an important measure
to turn what was the city zoo into a regionally-financed regional facility.
I believe it was a sign of regional awakening to the fact that we are
a region, that facilities such as the zoo ought not be the sole responsi-
bility of one jurisdiction, particularly where the economic and cultural
benefit is felt region-wide.

It showed, I believe, that tri-county voters are aware of the economic
interrelationships that do exist and want to approach decisions regarding
economic growth and development with a regional perspective.

GOVERNMENT DECISION-MAKING IN AN ERA OF DIMINISHING PUBLIC CONFIDENCE

If economics is the first argument in favor of regionalism, then politics
is the second. Just as our economic growth is under pressure from dimin-
ishing natural resources, so the diminishing confidence of the public
in their institutions of government places additional pressure on all
who participate in the decision-making process. Regionalism, rather
than being "another level of government", represents a chance for govern-
mental efficiencies and more credible decision-making.

According to a recent poll in a national news magazine, politicians are
now at the bottom of the public's list; the public finally trusts politi-
cians less than used car salesmen. The important thing is not how high
or low in the public esteem politicians are held. What is interesting
is that all politicians are regarded as the same, all levels of government
as the same. To much of the public, it doesn't matter whether it's state,
federal, city or county: it's just the government.

And, in fact, that's the way in which much of government has proceeded.
Treating artificial boundary lines as if they were stone walls, government
has acted unilaterally in the past, often with little or no regard for
spin-off effects on neighboring jurisdictions. Special purpose govern-
ment has pursued its limited purposes within the boundaries of general
purpose government and not considered the transferred costs or unintended
impacts of their programs. The result is accurately perceived by the
public as inefficiency, uncoordinated regulation, ineffective decision-
making .

As a case in point, during my first 3 years in the Mayor's office, I
spent a great deal of time simply trying to prevent the programs and
policies of other units of government from destroying my chance to set
programs and policies for my unit of government. I found myself and
my city bureaus engaged in a defensive strategy, spending so much time
protecting ourselves from others that there was inadequate time to promote
a positive strategy to enhance our city. The Port, the State Department
of Transportation, Tri-Met, each was pursuing its own agenda. And, if

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the tangle of governmental cross-purposes left the city gasping for relief,
imagine how an individual citizen must feel.

Our response, the only possible one I believe, was to invest more time
in regional matters, not less. Only we tried to use a formal regional
structure, in our case CRAG, to provide the forum to untangle governments,
to establish a common regional agenda, to demonstrate to the public the
capacity government does have for rational, cooperative, coordinated,
efficient decision-making, not to improve ourselves by making our neighbor's
lot more difficult.

As important as the actual decisions are, the public perception of those
decisions is more important. That's why CRAG's value as a regional deci-
sion-making body is partly substance and partly style. If the political
leaders in the region can begin to think about problems and solutions
in a regional context, and to demonstrate by their actions the underlying
benefits of regionalism, then the public will as well appreciate the
value of the concept. The simple symbolic message of the CRAG meetings
where the leaders of the tri-county area get together to work together
cannot be missed. The message is clearly one of government looking to
increase its effectiveness and efficiency to the public by working
together.

Harry Truman said, "There is enough in the world for everyone to have
plenty to live on happily and be at peace with his neighbors". That
is much of what regionalism is all about. We are only now at the beginning
of our efforts to work toward regional solutions for regional problems.
But it is an effort we cannot choose not to make.

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The Resource Question:
What are the Trade Offs

by Jerome B. Gilbert

President
J.B. Gilbert & Associates
Former General Manager and Chief Engineer
North Marin County Water District, California
and Executive Officer
State of California Water Resources Control Board

presented September 10,1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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THE RESOURCE QUESTION: WHAT ARE THE TRADE-OFFS?

Jerome B. Gilbert, President, J. B. Gilbert & Associates, Former General Manager and Chief
Engineer, North Marin County Water District, California, and Executive Officer, State of
California Water Resources Control Board

Every organized society continually makes decisions that balance short-
term and long-term interests. However, long-term interests tend not
to be weighed objectively when there is great urgency in resolving an
immediate problem. This tendency exists in our society's present approach
to environmental problems and the long-term resource implications are
serious.

Our environmental problems are national in scope and have evolved from
both real and assumed needs. In the modern world, the magnitude of a
nation's environmental problems is proportional to a nation's material
affluence. A poorly-fed and ill-housed society has little time to con-
template the future and its environmental goals are limited to those
essential to survival.

In 1976, our affluent and environmentally-aware society has very high
environmental goals tending towards the maintenance of a natural state
of quality. Some argue that the only solution is to reverse our obsession
with material trappings and corresponding industrial growth and return
to an abstract concept of the simple life, including of course such com-
plexities as electric lights, reliable water service, full employment
and finally pollution control. In short, society's desires for environ-
mental quality control are tempered with other public needs and the degree
of investment in long-term goals beyond the elimination of famine and
epidemics depends entirely on our wealth and our sense of priorities.
In our haste to solve environmental problems, we must not lose sight
of our overall objective of making life on this planet healthier and
happier. We must continue to remind ourselves to search out the long-term
effects of actions taken now to assure that they do not precipitate con-
flicts with our higher objective.

I welcome this opportunity to share with you some of my thoughts on the
resource aspects of our national water pollution control program.

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WATER POLLUTION - A NATIONAL PROBLEM

Early in this century, water pollution problems began to transcend state
boundaries and gain national significance; but it was not officially
recognized as a national problem until 1965 with the formation of the
Federal Water Pollution Control Administration. By 1965, the problem
had increased to crisis proportions in many areas. Out of these crises
there grew a public desire that went beyond the elimination of pollution
to the restoration of an unaffected or natural environment. This view
led to the passage of California's Porter-Cologne Act in 1969 and subse-
quently to the variety of other state acts and Public Law 92-500.

PUBLIC LAW 92-500 — FOUNDATION FOR A NATIONAL SOLUTION

At the outset, the federal water pollution control program and its objec-
tive of cleanup of the nation's waters seemed straightforward enough.
The need for a cleanup effort was never significantly disputed. Unlike
other state and federal programs, this program was not founded on contro-
versy, difference of opinion, split legislative votes and divided public
opinion. It is, at the national, state and local level, a program based
on the 99th percentile of public approval and near unanimous legislative
vote in the Congress and many state legislatures.

The need for a degree of national uniformity of effort was apparent if
pollution problems were not to be simply transplanted from states and
locales having pollution control objectives which are high relative to
those of others. The social and economic impacts of industrial reloca-
tions, for example, played an important part in the general acceptance
of the concept of national pollution control standards. Although the
dollar cost of a major pollution control effort was grossly underestimated,
it was acknowledged that federal funding would be essential to its ac-
complishment. It is well known that federal funds are never provided
without accompanying federal regulation which has, to say the least,
become abundant.

Recall if you will that these deliberations were carried out in the eco-
nomic and political climate of an outwardly healthy economy and an environ-
mental awareness which was peaked by a long history of environmental
insult and abuse. The national program that evolved in this setting
was ambitious in every sense. In a single legislative stroke, it sought
to remedy past evils and thrust water pollution control squarely into
the 21st century. This was to be accomplished in the now familiar 3
steps:

1.

2.

Provision by 1977 of secondary treatment for all discharges to
surface waters.	3

Application by 1983 of the best practicable treatment technology
to all discharges to surface waters with the goal of renderino

these waters fishable anrl swimmaMo

3.

Elimination of pollutant discharges to the nation's waters by

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The attainment of the first plateau has proved to be a major undertaking
which will exhaust the appropriated funding and likely not be achieved
until well into the 1980's. In retrospect, the whole regulatory effort
might well have been directed at this objective which is readily trans-
latable to physical facilities under current technology, will correct
95 percent of the waste discharge related environmental problems and
is 30 to 40 years overdue.

The experience of the past 4 years has confirmed our early suspicion
that superimposing of the ill-defined second and third plateaus only
serves to confuse the issue and diffuse the effort. The extremely short
time frame specified for achievement of these plateaus will almost cer-
tainly result in some costly judgments as to what constitutes "best prac-
ticable treatment" and how this relates to the elimination of pollutant
discharges.

A TIME FOR REFLECTION

Collectively, we can justly take considerable pride in the water pollution
control advances of the past 10 years. The atmosphere has been heady
and we have responded well to the crisis. While many of our treatment
systems are still on the drawing boards, the accomplishment of our na-
tional secondary treatment objective is in sight. As we begin serious
consideration of the best practicable treatment and pollutant elimination
objectives which lie ahead, we must do so with clear heads and a full
understanding of the importance of the decisions yet to come. The time
has come to reflect on the results of our most recent efforts and the
degree to which our basic goal has been accomplished.

Lest we forget, the basic goal of the program is the restoration and
protection of the reasonable beneficial uses of the nation's waters.
The nearly unanimous public consensus which favors this goal and fostered
the water pollution control program is not likely to support a single-
minded commitment to pollution control for its own sake which results
in the waste or unwise commitment of other resources. Public perception
that this is occurring will kill the program even though legitimate work
remains undone.

Our reflection must include the following:

With the exception of the nagging problem of ocean disposal, secondary
treatment is a reasonable national standard. With rare exceptions,
with or without the national funding program, it can be implemented
without undue financial burdens. The national funding program just
makes the job easier.

It is in the increase of treatment beyond the secondary level that the
serious resource trade-off issues begin to arise. The recuperation of
the nation'8 waters in those cases where gross pollutant discharges have
been eliminated suggests very strongly that extreme measures of pollutant
reduction may not be warranted in many instances. A careful case-by-case
evaluation of advanced treatment can be made during the period after

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achievement of secondary treatment which is a necessary intermediate
step in most advanced wastewater treatment processes. An essential element
of our present secondary treatment planning and design must be a built-in
flexibility to add tertiary treatment process trains as future needs
dictate.

In many cases, the receiving water quality benefits of advanced waste-
water treatment levels are difficult to quantify because they are
above the threshold of demonstrable damage. The resource costs of
advanced wastewater treatment are becoming increasingly well known.

When measured only in terms of the direct resource impacts, these
costs are remarkably high.

The Sacramento Case

Studies conducted for the regional program at Sacramento, California,
included an evaluation of the direct costs of conforming to future regu-
latory standards demanding advanced levels of treatment. To provide
some background on the Sacramento problem, there are currently 13 waste-
water treatment plants discharging to the Sacramento River and tributary
streams within the community. Although many of these plants are secondary
treatment plants, most are nearing capacity; several discharge to heavily
used recreational waters; and two are located in residential areas and
are the source of numerous odor complaints. The combination of regulatory
prohibitions of future discharges from several of these plants and the
economics of meeting secondary treatment requirements led to a decision
to construct a single regional plant. This plant, which will begin opera-
tion in 1981, will discharge to the Sacramento River 50 miles upstream
fron San Francisco Bay. The average daily discharge rate in 1981 will
be about 120 mgd (million gallons per day) increasing to about 200 mgd
by year 2020. The estimated program cost is $400 million, but the average
total cost per residence will be only $7 per month.

The Sacramento River is of excellent water quality and is an important
migratory route for anadromousfish including salmon, steelhead and stur-

the source of bitter controversy.

and dissolved .inerals to

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At Sacramento, the receiving waters are of very high quality and
this interpretation of the goal could preclude discharge to surface
waters.

The dollar cost of compliance with the literal interpretation of the
goal would range from 2.5 to 4 times the cost of secondary treatment
or from $300 to $600 per acre-foot at 1980 cost levels.

The primary energy requirements to comply with this interpretation of
the goal through advanced treatment are equally impressive. Direct energy
consumption would increase from about 450 kwh per acre-foot for secondary
treatment to about 3200 kwh per acre-foot for advanced treatment.

Case 2. A less restrictive interpretation of the goal is that it
would be implemented through the specification of effluent standards
requiring the use of advanced levels of treatment for major reduction
of organics, nutrients, toxicity, bacteria and viruses. At Sacramento,
such standards could well include the following:





Monthly Avg.

Parameter

Units

Concentration

Ultimate Oxygen Demand

mg/1

50

Fecal Coliform Bacteria

number/100 ml

200

Toxicity

toxic units

0.6

Nitrogen

mg/1

1.0

Phosphorus

mg/1

0.1

Although there is now no basis for prediction of standards on viruses
and stable organics (loosely defined as organic substances not removed
in biological secondary treatment processes), conformance with reason-
able standards on viruses and stable organics would be possible using
the advanced treatment processes of chemical coagulation, mixed media
filtration and carbon adsorption.

The dollar cost of this treatment would be about $300 per acre-foot.
In this case, direct energy consumption would rise from the 450 kwh
per acre-foot secondary treatment requirement to about 1300 kwh per
acre-foot.

In an effort to make an objective assessment of the Sacramento program,
the Office of Management and Budget with the aid of several consulting
firms, evaluated the Sacramento program. In essence, they found that a
refurbishing of the existing systems could be done for 30 to 40 percent
less, but that the standards could only marginally be met. However,
the operation and maintenance costs would be higher. We have yet to
feel the effect of PL 92-500 decision-making on the balance between
capital and operation and maintenance costs. With the continual escala-
tion of energy sensitive treatment inputs including chemicals, electricity,

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transportation and maintenance materials, the incentive to go to high
capital, low maintenance facilities remains very strong. The penalty
for high operation and maintenance selection falls particularly heavily
on wet industry. The largest wet industry in Sacramento contributes
a peak seasonal canning load equal to a community of 400,000 people.
Its costs per acre-foot of waste treated has recently been estimated
at $800 compared to the average cost for domestic flows in the same system
of $150. This is in large part due to the federal requirement for indus-
trial repayment and California's additional requirement that local costs
be allocated on the same formula.

Sacramento has another problem that is facing many communities — the
desire to institute lifeline sewer rates. Recent indications are that
the state will permit such categories within the subdivision of residential
users providing the entire group pays its fair share.

Although these are Sacramento figures, it is reasonable to assume that
the cost and energy relationships of secondary to advanced treatment
are similar in other areas of the nation. It is also reasonable to
assume that there are many other situations where the benefits of such
expenditures are equally questionable. The need clearly exists to distin-
guish between these situations and the lesser number of cases where benefits
of advanced treatment can be shown. This distinction must be made in
both the law and regulations. Laws and regulations cannot and should
not cover all of the details of such a complex problem. The ultimate
responsibility to make these case-by-case evaluations and decisions there-
fore must rest jointly with: (1) engineers and scientists who make careful
and comprehensive factual showings as to the costs and water quality
benefits in each case, (2) regulators who weigh each case independently
and intelligently, understanding that decisions in precedent cases are
relevant only under circumstances of identical conditions which will
seldom exist, and (3) decision-makers at the local, state and national
levels who must be cognizant of priorities both within the water pollution
control program and outside it. It must be clear to all involved that
the mere identification of a water quality benefit of additional waste-
water treatment will not necessarily warrant the resource expenditures
to achieve that benefit. Ideally, national or regional sets of priorities
would be established under which resource trade-offs could be evaluated.
Trade-offs which might be considered include:

. Foregoing the total enhancement of fisheries and other biological
resources of certain waters in favor of providing increased protection
to these same resources in other waters where it is more cost-effective
to do so.

. Use of public funds to provide advanced treatment to municipal water
supplies in those cases where protection of public health from trace
organics and other substances is the concern and supply treatment
is more cost-effective than wastewater treatment.

Energy trade-offs in the use of chemicals and energy dependinq on
local or regional cost factors. The extreme energy requirements for

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advanced wastewater treatment create demands on energy resources
which are themselves subject to increasingly restrictive environmental
regulation.

. Costs of water pollution versus expenditures for education, health
and other social programs.

. Cost-effective wastewater treatment systems, regardless of treatment
level, are larger scale systems which are designed to be expanded
to accommodate long-term community growth. Community growth has
come to be regarded by many as undesirable because it connotates
urban sprawl, increased air pollution potential and increased demands
on resources to house, transport, educate, shelter, feed and provide
necessary community services to expanded populations. This appropriate-
ness of limiting water pollution control facilities as a means of
controlling growth and its adverse economic and environmental impacts
has been the subject of a great deal of debate. Those of us in the
water pollution control business have already seen attempts to limit
the capacity of secondary treatment facilities. We have defended
our projects on the basis that such limitations would not be effective
in solving other environmental problems and would result in greater
long-term costs for solution of our water pollution problems. As
the dollar costs of water pollution control increase due to the neces-
sity for advanced treatment, we may well find that we have a direct
economic interest in growth limitation.

Obviously, the biggest problem with this approach is the development
of a satisfactory national or regional needs formula under which priorities
would be evolved and funding distributed. Clearly, regional or national
funding will be necessary both because of the high costs involved and
because under a priority approach, expenditures in certain geographical
areas would be increased to compensate for lesser expenditures in other
areas where solution may not be as cost-effective.

The environmental awareness that gave impetus to the water pollution
control effort has spread to other areas of environmental concern, some
of which directly affect the water pollution program. Prime examples
of this spillover are:

. Increased restrictions on thermal power development due to air quality,
cooling water disposal and nuclear hazard concerns. These restrictions
have contributed to the untimely arrival of the energy crisis which
has a very direct effect on pollution control system operational
costs.

. Increased restrictions on pollution-free hydro power development
due to concerns with the protection of wilderness areas and wild
and scenic rivers.

. Increased restrictions on pollutant emissions from industries which
supply materials, equipment and chemicals for water pollution control
system construction and operation. These restrictions incur increases
in product costs which are reflected in higher system construction
and operation costs.

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Increased restrictions on development of surface water resources
for water supply. The corresponding increases in water development
costs and reductions in ultimate availability of fresh water encourage
water conservation and reclamation.

WASTEWATER RECLAMATION

The relationship between secondary and advanced waste treatment has a
direct impact on the potential for additional water uses. If the uses
are of environmental character and it is difficult to conclusively demon-
strate the value of a step up from secondary to tertiary level (as illus-
trated by nitrification, filtration, or nutrient removal), it is unlikely
that such facilities will be built, particularly in the absence of grants.
The costs are just too high and most local agencies still demand some
sort of justification other than the general community sentiment which
remains strongly in favor of pollution control.

In the community of Irvine, California, the Irvine Ranch Water District
recently developed a total reuse program which will control total dissolved
solids to the level of 750 through blending with imported water from
northern California (a good part of which is Sacramento wastewater).

This program will result in reduced imported water demands and elimination
of discharge to the ocean at an average cost of something less than $130
per acre-foot which is the value of reclaimed wastewater when compared
with imported water.

But in the adjacent community to the north, central Orange County, there
is a large groundwater basin where average wastewater quality will be
in the range of 1,200 parts per million of TDS; demineralization is neces-
sary and costs range from between $350 and $400 per acre-foot compared
to the marginal costs of new water of between $100 and $200 per acre-foot.

I must emphasize one point. When you consider water supply, and the re-
claimed wastewater represents a small fraction of the total supply, very
high incremental costs can be incurred without big increases in water
rates.

Where higher treatment levels lead to or create a situation in which
water that would otherwise be wasted to the sea can be used, there are
direct resource benefits that accrue. Such instances may well be the
only situations in which advanced treatment is warranted.

In summary, we will increasingly see, whether paid for at the national
or local level, water resource recovery projects in arid areas where
water costs are high. However, the future for marginal levels of waste
treatment including management of surface waters does not appear bright.

THE CONTINUING BALANCE SHIFT

Before I get too pessimistic, because I along with most of you would
advocate advanced waste treatment or land confinement in many if not

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most local situations in the West, it is important to look at the ever
shifting balance of society's priorities. In California, a recent proposal
to build petrochemical facilities, of which there are many in Texas,
Louisiana and in the Midwest, in running into stiff opposition from envi-
ronmentalists who are now confronted by labor and other economic interests.
If the project is stopped, the resulting implications in terms of society's
standards for environmental protection will have a significant impact
on development in California generally. The issue remains in doubt.
A similar type of test recently occurred on our coastal zone legislation
where, after some weakening of initial proposals, the legislature approved
by a strong majority the continued operation of coastal zone controls
despite opposition of key economic groups in the state. However, pollution
control still has a lot going for it. The construction jobs and environ-
mental benefits it offers are not yet offset by the economic impact of
reduced job opportunities and productivity.

SUMMARY

We have all learned in this environmental era that the environmental
process can be an end in itself. The struggle continues between the
constructors and the questioners, between those who desire to solve or
correct problems and between those who frequently enjoy analyzing the
problem for the sake of analysis. Nevertheless, the environmental approach
with all of its weaknesses and the adversary relationship, has contributed
a very important element to the planning process: the development of
noneconomic benefit analysis.

When it comes to advanced waste treatment, expenditures on water pollution
control, elimination of pollutants whether through source control or
pretreatment, the basic concepts of engineering economy as modified by
the new environmental science must be the foundation for case-by-case
analysis. Uniform national standards of secondary treatment are a costly
but necessary goal. The next steps are more complicated but the following
should be considered.

. A new set of national resource management goals to be supplemented
by goals reflecting regional characteristics and economic conditions.

. A grant program designed — however politically unpalatable this
may be — to satisfy needs which do exist in varying degrees and
varying areas.

. The establishment of regional environmental (resource management)
goals and evaluation procedures that reflect regional priorities,
growth standards and alternative investment strategies.

. Standards necessary to protect public health or assure reliability
should be based on numerical values that develop from ongoing research.
However, the use of enforceable numerical standards to define marginal
degrees of environmental protection should be decreased to provide
adequate flexibility to achieve resource trade-offs.

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. Continued emphasis of case-by-case evaluation of water quality im-
provement projects only in the framework of regional urban analysis
that gives equal consideration to economics of the water system,
energy and resource allocation and regional growth policies.

Traditional concepts of engineering economy still have great value.

We can reestablish them after we have achieved the first plateau of water
pollution abatement, !jut inevitably within a new context that reflects
national resource priorities and regional environmental and growth policies.

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Overview of Land
Treatment of Wastewater

by Noel W. Urban

Chief, Engineering Management and Urban Studies Section
Engineering Division, Office of the Chief of Engineers
U.S. Army Corps of Engineers, Washington, D.C.

and

Mark A. Moser

Staff Agriculture Engineer

presented September 10,1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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OVERVIEW OF LAND TREATMENT OF WASTEWATER

Noel W. Urban, Chief, Engineering Management and Urban Studies Section, Office of the Chief
of Engineers, U.S. Army Corps of Engineers, Washington, D.C.

and

Mark A. Moser, Staff Agriculture Engineer

Why Should A Municipality Or Regional Wastewater Management Authority
Consider Land Treatment Of Wastewater?

There are many reasons to consider using land treatment to remove unwanted
and undesirable materials from wastewater. The Federal Water Pollution
Control Act Amendments of 1972 (PL 92-500) set a goal of the elimination
of the discharge of pollutants to waterways by 1985 and encouraged the
evaluation of land treatment as an alternative. Other legal arguments
include the prohibition of materials discharge to navigable waters under
the Refuse Act of 1899 and the national goal of a clean environment as
stated in the National Environmental Policy Act of 1970 (NEPA). These
regulations form a common ground for seeking cost-effective techniques
to protect the nation's waterways.

The technical rationale for the use of land treatment follows closely
the goals outlined in PL 92-500. There is no discharge of pollutants
to surface waters. Fertilizer, food, drinking water and irrigation water
are resources that can be recovered by land treatment. Resources in
the form of energy, concrete, steel and other construction materials
may be recovered by construction of land treatment systems. Flexibility
in handling flow and waste strength variations is another important advan-
tage afforded by land treatment systems.

The economics of land treatment tend to make it an attractive alternative.
Variable state regulations affect the design, operation and economics
of a system. Land treatment can be less expensive than tertiary treatment
(removal of pollutants in the wastewater to a level in excess of secondary
treatment) and in some cases, competitively priced compared to conventional
secondary treatment (stabilization of oxygen-demanding materials).

The recharge of groundwater aquifers can be an economic benefit to an
area and the recovery and sale of the water can generate revenue. Addi-
tionally, recovery of operating expenses is possible when salable crops
are harvested from the site. Table 1 summarizes the legal, technical
and economic considerations.

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Land treatment is not a panacea and may not be usable in all situations.
It must be recognized that proper design and operation are important
factors in the success of a system.

There are a large number of land treatment facilities currently treating
wastewater in the United States. A survey by the American Public Works
Association (1) identified 155 municipal and 38 industrial sites in 1973.
The use of land for treatment or disposal of wastewater is not a new
technology, as many people seem to believe. Ancient China and Athens,
in the time of Pericles, used human waste in farming practices. (2)
"Sewage farms" were the European and American forms of land treatment
in the 1800's and early 1900's. Many of the early sewage farms became
unpopular as sewage volumes exceeded the capacity of the sites to accept
raw sewage. The sites could not be expanded due to urban growth. Result-
ing odors, cropping problems and the advent of "modern" sewage treatment
led to the discontinuance of most of these systems. However, the water-
short southwestern United States recognized the potential in both water
and fertilizer value of municipal waste flows. Consequently, land treat-
ment has been used continuously and successfully for many years at a
multitude of sites in the southwest, including the cities of Fresno,
California (1891) and San Antonio, Texas (1895). Currently, crops are
grown, golf courses supplied with water and nutrients and landscaping
is irrigated as the wastewater is treated. Foreign experiences with
land treatment have also given positive results. The present-day sewage
associations of Wolfsburg and Braunsweig, West Germany; Paris, France*
the Board of Works farm of Melbourne, Australia and the Mexico City irri-
gation project represent large scale successful land treatment systems.
It is notable that most of the foreign systems still apply undisinfected,
raw sewage.	'

WHAT IS LAND TREATMENT?

Land treatment is the use of the soil community with its microbial, plant
and water relationships to extract unwanted pollutants from wastewater.
By applying wastewater to land, advantage is taken of the physical, chem-
ical and biological phenomena in the soil ecosystem to perform the pollu-
tant removal functions of a sewage treatment plant. The technique is
used as a secondary level treatment process or in addition to an existing
secondary level system to attain tertiary levels of pollutant removal.
A high degree of water purity is obtained by either use. As the applied
wastewater filters through the soil, large particles are physically
strained from the solution. Compounds and elements in solution may be
removed by adsorption to soil particles or organic matter surfaces as
water is passed over these surfaces. Heavy metals (Cu, Zn, Ni, Pb, Cd,
etc.) and phosphorus are preferentially bound to soil surfaces in most
types of soil. Bacteria and viruses may be strained from solution or
sorbed to particle surfaces. Depending upon their combined chemical
state, plant nutrients such as nitrogen or phosphorus can be retained
in the soil or remain mobile in the soil solution.

Within the soil regime, the degradable organic portion of the waste will
be decomposed by soil microorganisms with the uptake of the nutrients

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necesary for growth. Nutrients not adsorbed by soil or soil micro-
organisms, that are in solution in the zone of plant root influence,
are available to satisfy the nutrient needs of growing plants. The plants
will absorb a portion of the available nutrients. Those nutrients remain-
ing may move with the soil solution down the soil profile to join the
groundwater.

The land treatment system functions as an interwoven network of cyclic
processes. Material added to the network may be transformed, taken up,
leached, volatilized, absorbed or adsorbed. Figure 1 summarizes the
cycles associated with the major constituents applied in wastewater.
The design and operation of a land treatment facility will depend directly
upon these environmental factors.

There are three primary classes of land treatment? Infiltration—Perco-
lation, Slow Infiltration and Overland Flow. These classifications are
based on the ability of a soil to accept water and allow it to move through
the profile.

Infiltration-percolation sites take advantage of coarse soils (i.e.,
sand and gravel) to pass large amounts of water into the soil, but may
achieve a lesser degree of treatment than other classes of land treatment.
Filtration is relied upon to initially remove pollutants as sand or gravel
are poor adsorbants (Figure 2). Intermittent drying promotes aeration
at the soil surface and speeds microbial destruction of accumulated matter.
Rapid infiltration sites are most often not cropped.

Slow infiltration is a class of land treatment that includes many modes
of operation. Ridge and furrow irrigation, broad irrigation, flood irri-
gation, drip irrigation and all techniques of sprinkler irrigation (solid
set, movable line, center pivot and water cannon) are application modes
associated with slow infiltration. Slow infiltration sites are operated
to maximize pollutant removal by continual plant, soil and microbial
action upon waste. This class of land treatment is designed to have

little or no runoff.

Overland Flow treatment allows the use of soils of low permeability for
a land treatment system. The wastewater is applied to an overland flow
plot at the head of a slope and allowed to flow over the vegetated soil
surface to the foot of the slope where it is collected (Figure 3). As
there is little water loss by infiltration or evapotranspiration (about
25 Dercent) the system is designed to have a discharge. The water is
purified by contact with the soil and plant surfaces and with the micro-
organisms growing there. The process can be compared to a trickling
filter with attached microbial growth that removes and assimilates undo-
sirablf» suhqtances The vegetation on the plot acts to increase the
travel time of the'water down the slope, remove nutrients by absorption,
as a site of microbial attachment and as a potential source of monetary
return Table 2 (after Pound and Crites (3)) summarizes the comparative
characteristics of the three classes of land treatment. The expected
t^en^e^r!" for each type of system ref ects the operating

characteristics of existing systems with good management.

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The ultimate applicability of land treatment systems, their design and
operation depend on a number of factors including legal, technical,
economic, physical and social considerations. The legal and technical
considerations have been mentioned. Economic concerns have been discussed
in part and will be further amplified by example.

The physical factors most prominently affecting the design of a system
are wastewater characteristics, climate, site characteristics and site
management. A short summary of each follows:

Wastewater Characteristics - The concentration of the rapidly degradable
organic fraction of the waste is a factor to be examined. Any treatment
site can assimilate large amounts of organic carbon depending on the
presence of microorganisms, the availability of nutrients, soil temperature
and the availability of oxygen in the soil pore spaces. Exceeding the
capacity of a site for aerobic decomposition leads to the anaerobic putre-
faction process and odor generation will result.

A "high" concentration of heavy metals in the wastewater would necessitate
a lesser application of wastewater. These elements accumulate in soil
and may accumulate to the point of affecting plant and animal growth;
however, wastewaters seldom contain concentrations of heavy metals to
make them a limiting factor in design.

Presence of substances injurious or toxic to plants and animals may pre-
clude land treatment as it has been defined. The wastewater application
rate must be controlled so as not to exceed the capacity of the plants,
soil and microorganisms to remove nutrients from the water and to avoid
washout of excessive amounts of nutrients. The nutrient balance of the
wastewater may have to be altered to maximize plant utilization.

Climate - The frost-free growing season limits the period during which
the slow infiltration and land treatment system modes can be used. Waste-
water should not be applied to frozen ground. Storage will be required
equal to the nonoperating period of the land treatment system.

Precipitation during the growing season limits the application of waste-
water. Water application rates must consider crop needs and precipitation
to minimize runoff, to insure adequate soil residence time for assimilation
of waste and to avoid creating waterlogged, anaerobic conditions in the
soil.

Spray irrigation must be curtailed during excessive wind, to preclude
off-site movement of aerosols. Border plantings can mitigate the effect
of wind or another form of irrigation can be used during these periods.

Site - The on-site application rate is dictated by the climate, soil
infiltration and percolation rates. The percent of clay and type of
clay will alter the application rate. Clay and organic matter adsorb
heavy metals, nutrients and pathogens. The higher the clay content of
a soil, the greater is its potential for adsorbing these materials- how-
ever, increasing clay content decreases water in i ! materials, how-

Shallo* bedrock, Intrusive rock for.aUo!^ ' rC", lfij.it

percolation must be considered in the design.

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Excessive slopes, presence of flowing surface water, drinking water wells
and residences must be identified and dealt with in finalizing the system
design.

A high water table may lead to short circuiting of the treatment process
and contamination of the groundwater. The direction of flow, rate of
flow and location of areas of groundwater recovery affect the rate of
spread of possible contamination and hence the system design.

Vegetation - The choice of vegetation for a site will be made with several
goals in mind. Plants such as reed canary grass will take up large amounts
of nutrients and water. Other crops may be grown to provide a monetary
return. Corn will remove fewer nutrients than reed canary grass but
is a more marketable product. Forested areas benefit from the added
nutrients in wastewater. Forest soils normally do not freeze in the
winter and may be usable for treatment all year; however, forest soils
and forest areas are not as efficient in removing the undesirable materials
from water.

A mix of crops having a seasonal range of peak water and nutrient demands
will permit a longer application season and insure against system failure
due to a monoculture crop failure.

The wastewater, site, climate and vegetation characteristics all have
an interactive effect on the final design of the land treatment system.
In the interplay of factors, the most restrictive factor will become
the minimum basis for design. Nitrogen is often cited as the limiting
factor in design; therefore, the whole system may be designed so as to
limit the nitrogen application to the maximum amount that the site can
accept. Table 3 depicts the general physical characteristics to be con-
sidered in land treatment system design.

Management - In any engineered system, the final product is only as good
as the system management. When sanitary engineers design a biological
sewage treatment unit, the continuing success or failure of the unit
is dependent upon the competency of the operator. Land treatment must
be viewed in the same light. To achieve water treatment goals, the land
treatment system manager must understand his objectives and how to achieve
them.

Excessive water or pollutant application may result in less than optimal
renovation of wastewaters. Use of crops for pollutant removal requires
an understanding of crop growth so as to maximize pollutant removal and
water quality renovation.

Some of the more pressing considerations of land treatment are the legal,
social and regulatory atmospheres. Unfamiliarity with the land treatment
process at all government levels affects the potential for use of land
treatment. Regulations and guidelines for design and construction of
land treatment systems are varied in the 24 states that have regulations
or guidance on land treatment. The lack of familiarity with land treatment
has often put it within the jurisdiction of a multitude of agencies.

There is no uniform approach or advancement of national policy regarding

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the return of wastewater to land. Water supply agencies are concerned
with the potential pollution of groundwater under land treatment sites.

Public health agencies are concerned with the potential health hazards
of returning wastewater to land, especially via spray irrigation. Agri-
cultural bureaus are hesitant to apply heavy metals or exotic organic
substances to land for fear of accumulation of these substances in the
soil and subsequent contamination and removal of arable land from produc-
tion. Local governments are concerned about becoming property owners
and farm managers and about the removal of land from the local tax base.
Environmental protection agencies are concerned in part with all the
above as well as the lack of expertise in the area. Similarly, engineering
firms may express various concerns as they lack familiarity with the
land treatment method and may have no person versed in the design and
operation of land treatment systems.

The most valid concerns are those regarding groundwater pollution and
public health protection. Avoiding groundwater contamination is a matter
of system design and operation. Proper system design will include an
application rate and schedule that minimizes the passage of contaminants
into the groundwater. The public health risk is an unsettled issue.

Some researchers feel that land treatment will be an unnecessary risk
to public health by concentrating disease organisms, thus becoming a
source for the spread of disease. Other equally qualified researchers
contend that the potential for disease spread is minimal. Examination
of existing systems and the chronicles of now defunct systems revealed
no incidence of illness that could be attributed to those systems. Several
outbreaks of typhoid fever have been attributed to the consumption of
uncooked salad vegetables that had been "grossly contaminated" with raw
sewage (6). The spectre of aerosol spread of disease from waste spraying
has been down played as more research is completed (4). Disease outbreak
is a dose dependent phenomena. Off the land treatment site, the chance
for an infective dose appears to be very low. Adequate separation of
the public from the site by fences or ditches reduces the risk of contami-
nation by direct contact with the site. The regulations for land treatment
in California were developed from experience over the years and contain
reasonable provisions for minimizing the health risk (Table 4). The
most real concerns are those of the public. The potential for odor or
health hazard may provoke a negative public reaction. Lack of rebuttal
by governmental decision makers, as well as lack of interest, enhance summary
rejection of the potential value of land treatment.

One of the more attractive aspects of land treatment is the potential
cost savings of this system over others. A cost comparison is made here
based upon References 3 and 7 as modified by conclusions from References 8,
9 and 10. The costs presented are cost estimates for total systems
to achieve the specified levels of treatment. They have been updated
to January 1976 cost levels using the EPA Sewage Treatment Cost Index.
The cost comparison has been further substantiated with the Corps of
Engineers CAPDET Model (Computer-Assisted Procedure for the Design and
Evaluation of Wastewater Treatment Systems). The costs on an annual basis
for hypothetical 1, 3, 5, 10, 50 and 100 mgd municipal wastewater plants
for several treatment alternatives are presented in Table 5. Land treat-
ment costs increase in a more linear manner while the activated sludge

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enjoys more pronounced economies of scale. This is true because the
unit price of land is a constant, whereas construction materials are less
expensive in large amounts. Future costs for energy and materials may
significantly affect activated sludge and advanced waste treatment pro-
cesses. The land treatment system, having much lower operation and main-
tenance costs, will be less affected by post-construction supply cost
changes.

Though the costs are estimates, they are based on the best information
available to the Corps of Engineers through EPA and the private sector
and reflect the relationships between the system costs. Spray irrigation
is cost-effective at low flow rates, while the complete-mix activated
sludge is more cost-effective at higher flow rates. The need for treatment
in excess of biological stabilization will make land treatment a compara-
tively less expensive alternative, as can be seen in Table 5. Tertiary
levels of treatment are now necessary in some areas and may be necessary
to reach the goal of fishable-swimmable waters as set in PL 92-500. A
word of caution. Costs for treatment systems are quite site dependent.
We have discussed the general case. Local conditions may modify these
conclusions.

The largest existing land treatment system in the United States, Muskegon
County, Michigan, will show a good return on its crops this year. The
system is built on a formerly unproductive sandy soil area in Muskegon
County, about 11 miles from the City of Muskegon. It handles 28 million
gallons per day, applying approximately 2.5 inches of water per week to
6,000 acres of corn. The wastewater is pretreated in aeration basins,
ponded, disinfected and then spray-irrigated. The system is wholly owned
by Muskegon, but managed by a private management corporation. The land
treatment system at Midland, Texas, relies on a private farmer whom the
city has contracted to irrigate his land with the municipal wastewater.
A similar, successful arrangement exists at Bakersfield, California.

The city owns 2,400 acres of land. The land is leased to a private farmer
who uses the wastewater to irrigate the multicropped area. The wastewater
has allowed the reclamation of formerly unproductive land and the city
is compensated, in part, for the treatment.

In addition to municipalities that employ various management schemes
to achieve land treatment, industries successfully use land treatment
to reduce or eliminate the discharge of wastewater. Campbell Soup Company's
Paris, Texas, plant is unusual in that it has used overland flow treatment
since 1964. Hay is cropped and removed from the site. A multitude of
fruit and vegetable processors, paper and paper products manufacturers
and other industrial operations utilize land treatment.

At least a dozen military facilities use some form of land treatment.
The U.S. Army Corps of Engineers is exploring the use of land treatment
with the idea of applying the technology more widely at its own instal-
lations. The land treatment method is flexible and very adaptable to
the Corps' recreational areas that experience extreme daily and seasonal
flow fluctuations.

The Corps has three demonstration projects in progress, including two
spray irrigation sites, Deer Creek, Ohio, and Arkabutla, Mississippi, and

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an overland flow project at Utica, Mississippi. The Corps is also at-
tempting to determine design parameters through research on overland
flow treatment at the Waterways Experiment Station (WES). The Cold Regions
Research and Engineering Lab (CRREL) at Hanover, New Hampshire, is involved
in research to develop more information on components of the land treatment
system. Greenhouse studies and test plots are being used to quantify
plant and soil capacities for wastewater renovation. Year-round applica-
tion of waste is being explored at CRREL. At the University of Washington,
forest ecosystems are being studied under the direction of the Corps.
Similarly, cropping practices are being studied at the University of
Minnesota. The Army Surgeon General's office, the Corps and the United
States Environmental Protection Agency (EPA), alone and jointly are spon-
soring work on the potential health risks associated with land treatment.
The Corps of Engineers and EPA are jointly undertaking the development
of a manual for the design of land treatment systems to facilitate the
wider application of the technology.

In addition to the above, there is a large amount of research in progress
all over the United States. EPA, the Corps of Engineers, the Department
of Agriculture, the Department of the Interior, various federal and state
bureaus and agencies are conducting or sponsoring research in all aspects
of land application of wastewater, sludges and animal manures. The poten-
tial resource recovery from these sources is too large to ignore. High
levels of wastewater treatment attained at minimal cost warrant further
inquiry and exploration into the use of land as a wastewater treatment
unit process.

SUMMARY

Land application of wastes is an old technique, but one that can be de-
signed and managed as a high performance wastewater treatment system.
The cyclic processes in the soil-plant-water system result in a high
degree of water purification. The most limiting factor (climate, soil
properties, heavy metal accumulation, nutrient concentrations, vegetation,
or others) will control the application rate and hence the area necessary
for application. Land treatment is a flexible system that, for the cases
we have evaluated, appears most applicable to small and medium waste flows.
It is in systems that have smaller flows that the technology is currently
being most widely applied.

A large research effort is ongoing to quantify the physical, biological
and chemical processes involved in land treatment. Results of this work
will provide the expertise necessary to utilize land more fully.

The use of land treatment has several advantages including:

1.	Elimination of pollutant discharge to waterways.

2.	Cost-effectiveness.

3.	Resource recovery.

4. Energy and cost savings.

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The lack of familiarity with land treatment is one of its most obvious
disadvantages. Other disadvantages to be noted are:

1.	Potential for groundwater pollution.

2.	Potential health hazards.

3.	Pre-emptive land use restriction.

4.	Need for skilled management (though this is not unique to land
treatment).

Trends toward regionalization of sewage treatment may favor the use of
land treatment, in that land for a system will be found mostly in inter-
urban areas. The nutrients and water from the city and rural sources
can be beneficial to these areas while solving sewage disposal problems
at the same time.

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BIBLIOGRAPHY

1.	American Public Works Association

Survey of Facilities Using Land Application of Wastewater
Office of Water Programs Operations
U. S. Environmental Protection Agency
Washington, D. C. 20460
July 1973

EPA - 430/9-73-006

2.	Hartman, Willis 3., Or.

An Evaluation of Land Treatment of Municipal Wastewater and

Physical Siting of Facilities
Master's thesis
Pennsylvania State University
May 1975

3.	Pound, Charles E., Ronald W. Crites and Douglas A. Griffes

Costs of Wastewater Treatment by Land Application
Office of Water Program Operations
U. S. Environmental Protection Agency
June 1975

EPA - 430/9-75-003

4.	Sorber, Charles A.

"Viruses in Aerosolized Wastewater"

Presented at Symposium on Virus Aspects of Applying Municipal
Waste to Land
Gainesville, Florida
June 29, 1976

5.	Morris, Carol E. and William J. Jewell

"Regulations and Guidelines for Land Application of Wastes 	 A

50 State Overview"

Presented at 8th Annual Cornell University Agricultural Waste
Management Conference
Rochester, New York
April 30, 1976

6.	Sepp, Endel

"The Use of Sewage for Irrigation, A Literature Review"

Bureau of Sanitary Engineering
State of California
1971

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7.	Cost-Effective Comparison of Land Application and Advanced
Wastewater Treatment

November 1975
EPA - 430/9-75-016

8.	Culp, Gordon

"Evaluation of Land Treatment Markets and Experiences in the
Marketplace"

Presented at: Marketing Workshop for OR&D Managers, Office
of Technology Transfer, USEPA, Cincinnati, OH, Aug 10-11, 1976

9.	Wastewater Sludge Utilization and Disposal Costs

September 1975
EPA - 430/9-75-015

10.	Christensen, L. A., et al

An Economic Analysis of the Utilization of Municipal Wastewater
for Crop Production

Ag. Econ. Report No. 292
Economic Research Service
November 1975

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I

INFILTRATION-
PERCOLATION

Zone of
Acr.ihon and
Pollutant Removal

Water Mounding r\
Under System 1/

Ground Water

Water Loss to Evaporation
Water Ponded

Water Percolation
(Unsaturated Flow)

, < Original Level

Application Evaporation

Water Recovery
n—" /^(To Outlet)

f- > . . I

Percolation (Not Significant)

Overland Flow

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Table 1

LEGAL, TECHNICAL AND ECONOMIC ARGUMENTS FOR CONSIDERATION OF LAND TREATMENT

Legal

1.	Federal Water Pollution Control Act Amendments require consideration
of land treatment.

2.	Rivers and Harbors Act (Refuse Act 1899) prohibits discharge of
materials to navigable waters.

3.	National Environmental Policy Act (1970) established a national
goal of clean environment.

Technical

1.	Almost zero discharge of pollutants to waterway.

2.	Drinking quality water returned to groundwater.

3.	System flexible to shock loading.

4.	Conservation of resources - concrete, steel, energy.

5.	Recovery of resources - fertilizer value, water.

Economic

1.	Cost-effective (based on less restrictive regulations ex. -
California).

2.	Additional monetary recovery possible through sale of crops.

3.	Potential for recovery of drinking quality water.

4.	Regionalization more attractive as site most often between
wastewater sources.

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Table 2

COMPARATIVE CHARACTERISTICS OF SLOW INFILTRATION, INFILTRATION-PERCOLATION AND OVERLAND FLOW SYSTEMS
FOR MUNICIPAL WASTEWATER (After Pound and Crites (3))

Slow Infiltration

Factor		Low-Rate High-Rate	Infiltration-Percolation	Overland Flow

Liquid Loading

Rate, in./wk, Avg.	0.5 to 1.5 4 to 120	2 to 9

Application

Techniques	Spray or surface Usually surface	Usually spray

Vegetation	Yes Yes No	Yes

Crop Production
Potential

Excellent Good/fair

Soils

Moderately permeable
soils with good produc-
tivity when irrigated

Climate Constraints

Storage often needed

Wastewater Lost To:

Evaporation and
percolation

Expected Treatment
Performance

B-EOD and SS Removal
Nitrogen Removal
Phosphorus Removal

98+%
85+% *
80 to 99%

Poor/none

Fair/poor

Rapid permeable soils,
such as sands, loamy
sands and sandy loams

Reduce loadings in
freezing weather

Slowly permeable
soils, such as
clay loams and
clays

Storage often
needed

Percolation

Surface runoff

and evaporation

with some percolation

85 to 99%
0 to 50%
60 to 95%

92+%
70 to 90%
40 to 80%

* Dependent on crop uptake.

Metric conversion: in. x 2.54 = cm

ft. x 0.305 = m
acre x 0.405 = ha

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Table 3

GENERAL DESIGN CONSIDERATIONS

Site

Wastewater Climate	Vegetation	Management





Soils

Geohydrology

Topoqraphy





Volume

Precipi-
tation

Type

Groundwater

Slope

Water
Tolerance

Crop Type

Nitrogen

Growing
Season

Depth

Seasonal
Depth

Erosion
Potential

Nutrient
Uptake

Application
Technique

Phosphorus

Freezing
Season

Percent and
Type of Clay

Direction
of Flow

Cropping

Toxicity
Tolerance

Frequency

Heavy Metals

Wind

Infiltration

Rate of Flow



Marketability

Treatment Goal

Organic
Component

Velocity

Permeability

Bedrock







Toxic

Substances

Duration

Cation Exchange
Capacity

Organic Hatter

Water Retention

Depth
Type

Permeability







Note: This is a general list and not necessarily all inclusive.

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Table 4				

CALIFORNIA REGULATIONS FOR THE APPLICATION OF WASTEWATER TO LAND -
AFTER MORRIS (1)

Water Quality Requirement

Ultimate Use

Equivalent to
Primary-Treated

Disinfected,
Oxidized

Disinfected, Oxidized,
Coagulated, Clarified,
Filtered

1.	Surface irrigation of orchards,
vineyards.

2.	Food crops which are to be processed.

3.	Surface or spray irrigation of fodder,
fiber and seed crops.

1.	Surface irrigation of food crops.

2.	Irrigation of pasture for dairy
animals.

3.	Restricted recreational impoundment
(noncontacted water sports).

4.	Landscape impoundments.

1.	Spray irrigation of food crops.

2.	Nonrestricted recreational im-
poundments (contact water sports).

1.	Requires permission from Department of Health.

2.	Requires median of 2.2 coliform organisms per 100 ml.

3.	Requires median of 23 coliform organisms per 100 ml.

4.	Requires median of 2.2 coliform organisms per 100 ml; no more than
23 coliform organisms per 100 ml in any 30-day period.

5.	California definitions of treatment processes.

a.	Primary Treatment: Less than 0.5 ml settleable solids per liter.

b.	Disinfected: Destruction of pathogens.

c.	Oxidized: Stabilized, nonputrescible, aerobic.

d.	Filtered: Two turbidity units not to be exceeded 5% of the time.

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Table 5	

COST COMPARISON OF TREATMENT SYSTEMS - AVERAGE ANNUAL COST (CAPITAL AND O&M)
$ (THOUSANDS) REF (3, 7, 8, 9, 10)

System

Land

Activated



Nitrification

Nitrif ication-

Lime Coagulation



Treatment

Sludge





Denitrification

Selective Ion













Exchange







+



+

+

Treatment

BOD, SS, N,

BOD, SS



NH, Removal

N Removal

P, SS Removal



P, Heavy





j







Metals











Flow













1

259

286



344

400

463

3

506

532



633

742

891

5

726

714



846

1,002

1,223

10

1,240

1,133



1,308

1,593

1,970

50

5,140

4,000



4,672

5,694

6,570

100

8,990

7,242



8,292

10,395

11,680

Assumptions

Activated Sludge: Complete system costs including; sludge thickening, digestion, vacuum filtration and
trucking to landfill sites.

Land Treatment System:

a.	Aerated lagoon pretreatment with chlorination.

b.	2.5 mile transmission (Q < 10 mgd).

c.	2 inches per week application rate.

d.	10-week storage.

e.	Center pivot application.

f.	Underdrained on 150-foot spacing of tile.

g.	$1,000 per acre.

h.	Crop return - 15.7 cents per thousand gallons treated (approximately $300 per acre).

Advanced Waste Treatment: Costs reflect integrated system construction.

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Land Utilization/Disposal
of Municipal Wastewater Sludge

by Bart T. Lynam

General Superintendent
Metropolitan Sanitary District of Greater Chicago

and

Raymond R. Rimkus

Chief, Maintenance and Operations
and

James L. Halderson

Agricultural Engineer

presented September 10, 1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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LAND UTILIZATION/DISPOSAL OF MUNICIPAL WASTEWATER SLUDGE

Bart T. Lynam, General Superintendent, Metropolitan Sanitary District of Greater Chicago

and

Raymond R. Rimkus, Chief, Maintenance and Operations

and

James L. Halderson, Agricultural Engineer

The Metropolitan Sanitary District of Greater Chicago (district or MSD)
serves the City of Chicago and approximately 120 adjacent suburban com-
munities covering an area of about 900 square miles. The district was
originally organized under an act of the General Assembly of the State
of Illinois in 1889. The district's sewered population of 5.5 million
people represents about 70 percent of the Illinois total sewered popula-
tion. The population equivalent of 5.5 million for all other inputs
(commercial, industrial and inflows) brings the total population equivalent
served by the district to 11.0 million people. From this residential
and industrial complex, the district collects and treats 1.4 billion
gallons of sewage every day.

For the past several years, solids produced from the treatment of the
district's sewage for ultimate disposal amounts to approximately 600
dry tons/day. This amount in recent years has been reduced significantly
by the enactment of the Industrial Waste Surcharge and Sewage and Waste
Control Ordinances (1969). Both of these industrial waste ordinances
have been vigorously carried out in the district's service area.

Prior to 1971, processed sewage solids were either stored in lagoons
in liquid form, were heat-dried and sold in bulk as a dry fertilizer
for agricultural use, or were air-dried (Imhoff digested sludges only)
and stored on district property. It is not difficult to understand that
in a large urbanized center such as Chicago, that space for storage lagoons
was limited. Indeed, additional storage lagoon space is no longer avail-
able in or around Chicago. For the three disposal modes mentioned, the
problems were multiple and include: for lagooning - a small reduction
in volume, no more available land and occasional complaints of nuisances;
for air drying - very little volume reduction and no more available land;
for heat drying - freeze on natural gas allocation and an almost exponen-
tial cost increase for air pollution control and for natural gas.

To say that the district was confronted with a solids dispoaal problem
would be an understatement.

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Faced with this virtually insurmountable and ever increasing problem,
the governing board of the district in 1967 assigned to the staff the
task of developing recommendations for a long-term sludge disposal scheme
which would ideally incorporate the following criteria:

1.	Eliminate air and water pollution problems caused by other methods
of disposal.

2.	Conserve and utilize all resource materials for beneficial purposes.

3.	Be economical, or at least, be no more costly than other methods.

4.	Be permanent, i.e., complete the natural cycle into perpetuity.

Following several years of surveys, feasibility studies, laboratory ex-
perimentation and field demonstrations within Metropolitan Chicago and
elsewhere in the state, the Board of Commissioners, upon the recommendation
of the staff, established the policy that properly processed municipal
sludge was a valuable natural resource and must be utilized. With this
policy, the Prairie Plan was born and implementation began in 1970 with
the initial purchase of 7,100 acres (28knr) of partly strip mined lands
in Fulton County, Illinois, approximately 190 miles southwest of Chicago.

At the beginning of the Prairie Plan project, it should be pointed out
that no federal direction on sludge utilization existed. The State of
Illinois EPA established, for the first time with this project, regulations
and a permit system in 1972 which remain in effect today. The district's
research was the primary basis of the regulations.

LAND UTILIZATION SITE
Site Selection

The district selected the Fulton County site because of several advanta-
geous features. The soils are deep and predominately silt and clay in
composition to offer a great absorptive capacity to minimize the potential
for nitrogen contamination of groundwaters. Secondly, the soil is mostly
neutral in pH, contains comparatively few rocks and is usable in fairly
large-sized fields. Sufficient land was available in a single tract to
justify the large expenditures for capital facilities. Environmental
monitoring at the site was somewhat facilitated because most of the sur-
face drainage channeled into a single waterway.

Site Development

To date, the district has reclaimed land with the end utilization of
agricultural row crop capabilities in mind. Two general systems have
been utilized to date in the soil rebuilding program.

In one type of work the topography is changed by grading to generally
accomplish slopes of less than 5 percent, but which still provide for
good surface drainage without erosion. Debris such as rock and steel cable

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is removed to a depth of one foot or more. Berms are placed around each
field so that all surface water runoff is directed to adjacent retention
basins for temporary storage and analysis prior to release to the natural
water course. Berms also divert water from surrounding areas to minimize
the volume to be stored. Retention basins were designed to receive the
100-year frequency storm runoff, which for central Illinois amounts to
a bit over 5 inches of water. Areas outside of application fields that
were scarified are seeded to permanent grasses for erosion control.

A later type of land development has been directed toward use of fields
without general disturbance of existing pasture grasses. Minor eroded
areas are improved, but facilities are not installed to control and col-
lect surface runoff. Although the first of these later systems is in
the late stages of installation and it is too early to speak of opera-
tional experience, it is planned to harvest several cuttings of hay each
year from the application area. Application for this system will be
by gated pipe and it is planned to apply both supernatant and sludge
solids.

An experimental area of approximately 50 acres is being used for testing
the concept of incorporating sludge solids into the rough corduroy land
as it is initially being leveled. If successful, such a method would
result in a much deeper topsoil and would also increase sludge application'
per acre.

Sludge Handling and Application System

Sludge is transported by barge on the Illinois River from Chicago to
Liverpool, Illinois, a distance of approximately 180 miles. Initially,
only freshly digested anaerobic sludge was shipped with a solids content
of approximately 4 percent. The last several years, sludge has been
sent primarily from lagoon storage with an increase in solids of several
percent. From the Liverpool dock, sludge is unloaded and piped underground
year-round a distance of approximately 11 miles to on-site storage basins.

A conventional dredge is used to remove sludge from storage. It has
a cutter head which can reach down to the bottom of the holding basins
to remove sludge with a higher average solids content than the basin
input. The dredge discharges to several large tanks onshore which serve
as the supply system for field distribution.

Distribution pumps are of the high head open impeller type with two pumps,
for series or parallel operation, per distribution line. Each distribution
line serves approximately 250 acres and sometimes exceeds four miles in
length. Distribution pipes are on the surface for easy access for main-
tenance, but must be flushed and drained about November 1st each year
for winter weather. Sludge distributed to fields is presently approximat-
ing 5 to 6 percent in solids content.

In the fields, sludge can be applied by several methods. Early in the
operations, large traveling sprinklers were the primary application method.
They have an advantage of being able to apply to a growing crop, but have
the disadvantage of excessive runoff, spray drift and visual unsightliness.

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Tillage is primarily used at the present to incorporate sludge into the
soil as it is being applied. Figure 1 shows such a machine. An incor-
poration unit can apply more sludge per pass than a sprinkler, leaves
far less exposed for potential runoff and can apply to steeper slopes.
The capital investment and operational cost is somewhat greater for
incorporators. Generally, the solids content of sludge is limited to
6 percent for sprinklers and 12 percent for incorporators.

An experimental center-pivot sprinkler has been installed to develop
a prototype unit for application at low pressure. If such a unit is
developed, it is proposed that its major advantages would be in the
capability of applying to existing crops with a machine that poten-
tially could be automated but without the spray drift problem of present
sprinklers.

A gated pipe system is presently being installed for use on approximately
1,500 acres. This system was briefly mentioned in the site development
section above.

Site Operation

The district provides a resident supervisory staff at the site to conduct
the affairs of the district. Manpower for operation of the sludge applica-
tion system is obtained through a contractual bidding process. Initial
site preparation and installation of distribution systems and other major
items are also done under contract.

FIGURE 1 An incorporation machine for applying
sludges of up to 12 percent solids

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Agricultural crops are produced annually on those fields which are not
being utilized for sludge application. A rotational system of cropping
and sludge application is evolving to optimize nutrient utilization and
erosion control while land is being rebuilt. Crops such as corn or soy-
beans are usually contracted from "bag to bin," but other crops primarily
aimed at erosion control are accomplished with district facilities.

Prior to being strip mined, much of this land was in row crop production
by private venture The district has not established definite plans
for returning land to the private sector at this time.

Monitoring at the site is done for the mast part with district staff,
but several outside agencies do spot sampling to corroborate district
results.

Site Monitoring

The system was designed to operate in a fail-safe manner. Collection
of all application field surface runoff is done by the retention basin,
field berm system. Collected water is analyzed prior to release. If
the waste should not meet state standards, it is held to correct the
offending constituent(s) or is applied to adjacent fields for purification.
Suspended solids most often cause difficulty. Several small streams that
run through the property are monitored at points where they enter and
leave the property. The U.S. Geologic Survey, state EPA and county health
department also monitor some of the surface water.

Numerous shallow wells have been located throughout the property for
purposes of monitoring groundwater. Prior to the start of sludge appli-
cation, background concentrations were established for groundwater as
well as numerous other parameters. Well points surround the main sludge
holding basins to detect any seepage into the groundwater. Periodic
samples of soils are taken to determine organic matter increase, con-
centrations of heavy metals, concentrations of plant nutrients and other
items. Crops are monitored for composition.

In addition to the above mentioned parameters that are being monitored,
lakes on the site are periodically sampled for biological specimens ranging
from fish to microorganisms. The University of Illinois School of Veteri-
nary Medicine is conducting a research project aimed at determining whether
parasites and heavy metals can cause problems in the cycle of using sludge
to produce forage upon which livestock are fed. Both direct grazing
and stored feeding are employed in the project. Numerous other research
and monitoring projects are being conducted but will not be elaborated

upon herein.

REGULATORY ASPECTS

C 1.U v „ woor npriod. the USEPA has been attempting to establish

or the past th e	tlon of 3iudge on land. The latest regulations

regulation for utalization^of s ^g^ ^ ^ ^^	^ ^

e«l°RegistM The public was allowed tomato comments until September 3.

q TT ; v o	nf aDecific points contained an the current

reguUUons ™7how they affect land utilization of municipal eludges.

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Policy Toward Land Utilization

The preamble to the regulations states that EPA's current program emphasis
has shifted toward improved technology for returning sludges to the environ-
ment in an ecologically acceptable manner. If such is the case, then
the regulations require a much more positive approach toward land utili-
zation. All disposal systems have related operational problems but yet,
disposal must be made somewhere in the environment. Land utilization
offers several very positive aspects - such as recycle of valuable plant
nutrients and returning of organic matter to beneficial use - while
tending to minimize adverse environmental effects when compared to land-
fill, incineration and lagooning. If EPA favors land utilization, then
the regulations should be revised to reflect a more positive tone and
perspective.

Multiple Agency Jurisdiction

In Section 2-4.2, 2-4.4, Project Review, it is noted that USDA and FDA
are to be involved in project reviews. The criteria or mechanism for
review by these two agencies is not noted.

It would not appear to be acceptable to have three coequal agencies in-
volved in review of a project. Presumably, any one of the three agencies
or the state agency could reject a project even though the others might
approve. Further, it would not appear acceptable to start again from
the beginning with issuance of criteria, public review, etc., because
too much time has already passed by without establishment of definite
regulations. It is not reasonable at this time to make the necessary
large capital investments in land utilization facilities when regulations
remain at an impasse. History has documented that EPA has not allowed
some new incinerator facilities to be operated after they were
constructed.

It is unclear at this point why the EPA has decided to transfer some
of its regulatory and review authority to the FDA and USDA. Clearly,
only the EPA has the responsibility for reviewing construction grant
applications and granting awards for sewage treatment facilities. It
appears wholly unwarranted to shift such authority to these agencies
when the responsibility unquestionably rests with the federal EPA.

Monitoring Requirements

The regulations have continually alluded to more and more monitoring
being necessary for practically all land utilization systems. Consid-
erable information is presently available on certain aspects to reasonably
preclude them from monitoring requirements at most sites. However, EPA
has not changed its basic approach toward monitoring since initial drafts
of regulations several years ago. It is suggested that specific concen-
trated attention be given to those problem areas in order to develop
valid research information at an early date. To require extensive general
monitoring at most sites is to spread research monies and expert personnel
so thin as to not make progress in problem areas.

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Agriculture is an important long-term user of sludge. The suggested
limitation without monitoring is 10 DT/A/yr. of liquid sludge. We believe
that this amount is too low to allow municipalities to distribute their
sludge products to the general public for use on farms and other agri-
cultural operations. It is vital that farmers and other individuals
interested in using sludge as a fertilizer be allowed to apply sludge
at rates which will equal the nitrogen requirements of the crop grown.
If a farmer or other user cannot apply sludge at this rate without moni-
toring requirements, he simply will not avail himself of the municipal
sludge.

For some sludges, 10 T/A/yr. will not supply sufficient nitrogen for
certain crops. If municipalities are going to have use of their sludge
products by the general public, monitoring requirements must be consistent
with crop nitrogen requirements. The district recommends that the monitor-
ing loading rate limit be raised from 10 T/A/yr. to 15 T/A/yr. This
will allow users of municipal sludge to apply it at rates consistent
with crop requirements, yet avoid a costly monitoring program.

Many of the present public objections associated with municipal sludge
application to land could be avoided if sludge products could be distri-
buted to the general public without monitoring requirements. The sludge
would be disseminated to people who want the product, the product would
be applied usually only once per year and there would be no Single large
project where public attention would be focused.

Dedicated Lands

Several parts of the regulations note that greater amounts of sludge
can be applied to those lands that are dedicated to sludge application
or lands that are forested.

More than sufficient operational information is available to show that
crops such as corn, wheat and soybeans do not have a pathogenic or heavy
metal problem. Therefore, it seems quite unjustifiable to consider de-
grading certain tracts of land. There is not sufficient sludge available
to begin correcting even a modest portion of lands that have been disturbed
in the past by strip-mining, metal extraction, road building and other
of man's activities. Dedicated lands is an invalid concept because there
are no evident problems with sludge utilization oh land that cannot be
readily handled by current technology and management.

Section 2-4.2: Protection of Food Products and Agricultural Lands

This section contains restrictions related to the pathogen content of
sludge products.

In this section it is stated that land to which sludge has been applied
cannot be used for growing crops to be eaten raw until three years after
sludge application ceases. The district is of the opinion that a blanket
restriction on sludge application to vegetables should not be given in
the guidelines. Certain sludges which have received sludge treatment
to reduce or eliminate pathogens may be acceptable for such use. This
should be determined on a case-by-case basis.

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In another paragraph, it is required that "sludge should be negative
for Salmonella and Ascaris ova if applied to crops normally cooked in
the home before consumption, but marketed without being subjected to a
process which is lethal to pathogenic microorganisms and parasites".

Again such blanket requirements are unnecessary for sludge which is ex-
tensively processed for pathogen reduction or elimination prior to ap-
plication to soil. Also, for this requirement, it appears unnecessary
to limit the presence of certain pathogens when it is known that many
natural soils contain these pathogens in quantities above those found
in sludge.

The district since 1974 has been distributing a product called "NU EARTH"
to the general public free of charge. This product is used extensively
for home gardens. This product is air-dried Imhoff sludge (15 percent
solids) which has been stored for many years to achieve a solids content
over 35 percent and further pathogen reduction.

Since 1974, the district's R&D Department has had an experimental vege-
table garden where NU EARTH has been applied to various vegetables such
as carrots, radishes and tomatoes. Both the 1974 and 1975 reports show
that the pathogen content of the vegetables grown on NU EARTH fertilized
soil was no different from those grown on chemically-fertilized soil.

Clearly then, it is unreasonable to put blanket pathogen restrictions
on sludge applications unless one is familiar with the sludge utilized.
There are undoubtedly many other sludges besides NU EARTH which could
be used for growing vegetables and other commodities in the home garden.
The district suggests deletion of the requirement for cessation of sludge
application three years prior to growing crops eaten raw and the require-
ment that sludge be negative for Salmonella and Ascaris ova prior to
application to crops not commercially processed but normally cooked prior
to consumption. It is suggested that the EPA regional offices review
individual projects to determine guidelines for specific projects.

AMSA FIELD REPORT ON CURRENT PRACTICES AND PROBLEMS OF SLUDGE MANAGEMENT

The Association of Metropolitan Sewerage Agencies (AMSA) recently compiled
information from membership (54 members) on sludge management practices.
AMSA represents approximately 55 million people and roughly 33 percent
of the total service population of the United States. The estimated
amount of sludge generated yearly is 1 million dry tons.

A sample of 20 representative members was chosen to examine 3ludge manage-
ment issues.

Eleven sewerage agencies viewed incineration as an attractive sludge
disposal alternative while eight opposed incineration. Unavailability
of land was cited as the major reason in the decision. Twelve of the
20 interviewed stated land application was impractical for them because
of heavy metals, unknown groundwater effects, it was uneconomical, or
because land was not available. Five members gave a positive response
to land application. Groundwater effects of land application reflected
in uncertainty of most AMSA members. Ocean disposal was not extensively
discussed because the federal policy makes it unacceptable for all but
the present users.

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Seventeen of the interviewees indicated that they were beset with political
or regulatory constraints, such as inability to transport sludge across
other jurisdictions, lack of industrial waste ordinance and extensive
delays in approval of facility plans. Public involvement was noted as
having two general effects. Complaints about nuisances caused by plant
operations or by sludge management programs was one, while lengthy delay
in putting facilities on-line due to public resistance was the other
problem of note.

AREAS NEEDING ADDITIONAL RESEARCH
Plant Uptake of Heavy Metals

There is data presently available from several sources which shows that
some agricultural crops do not encounter heavy metal problems when grown
on sludge application areas. These crops are corn, wheat and soybeans,
when all are grown for grain. Analysis of grain has shown that the sludge
grown crops cannot be distinguished from normally grown crops. Greenhouse
pot studies with soluble salts have been used by numerous researchers
for modeling sludge response in the field. However, sufficient full-
scale results are available to show that such a model is not a reliable
indicator of responses in the field.

Additional data is needed on other crops to provide a wider selection
for use when sludge is applied. Forages are especially needed because
of the greater likelihood of their use as opposed to row crops. Site
management requires flexibility in use of different plants for various
purposes but the heavy metal uptake of forages is not sufficiently known
at the present time to permit their widespread use on sludge application
sites. Information is needed on the effects of a fallow period, following
sludge application, on reducing the gross quantity of heavy metals utilized
by plants. There is some indication that a fallow period can considerably
reduce the total heavy metal uptake by plants - at least by certain plants.

Mineralization Rates

Utilization of sludge on land is primarily done in two distinctly different
settings. In one case, organic matter is needed in large quantities
per acre to rebuild soils that have been disturbed by man's activities,
such as strip mining, road building, building construction and so on.

In this setting, sludge is applied because of its stable organic matter
content and relatively little value is placed on associated plant nutrients.

In the other case, sludge is used to provide plant nutrients to various
agricultural crops where the nutrient application quantity is in balance
with the requirements of the particular crop. Much of the total nitrogen
in the sludge occurs in the organic matter. To become available for plant
use, the organic matter must be decomposed - mineralized by the soil micro-
organisms. Therefore, it is necessary that reasonably accurate mineraliza-
tion rates be available for various sludges and for differing soil types.
Nothing will diminish agricultural usage of sludge as a nutrient source
any faster than will poor crop responses due to insufficient nutrients,

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primarily nitrogen. This item requires immediate attention because most
sanitary districts have far greater acreages of agricultural land immedi
ately nearby than they will have acreages of disturbed land.

Pathogen Transmission

The potential for recycling of viable bacterial pathogens appears to
be very small sii.ee no documented evidence exists of such difficulties
actually having occurred. However, sound management practices should
still be employed to tend to minimize the potential. Viral transmission
appears to be quite a different situation from bacterial transmission.
Only recently have techniques been perfected for being able to trace
introduced virus through such a system. Additional research funding
and efforts are needed. Even with an aggressive national program it
is likely that progress will be quite slow due to the nature of the re-
search subject and the available technology.

SUMMARY

The district Prairie Plan has been unigue in several areas. It is the
first large-scale program for utilizing municipal sludge on land in this
country. Moreover, the documentation and research has been conducted
to provide verification of cause and effect relationships. The Prairie
Plan is a working example of sludge utilization to solve disposal problems,
and it is working. Clearly the project demonstrates that sludge can be
beneficially utilized on land to reclaim disturbed soils and to produce
certain agricultural crops in an environmentally-sound manner.

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When is Advanced Wastewater
Treatment the Answer?

by William A. Whittington

Acting Deputy Director
Municipal Construction Division
Environmental Protection Agency, Washington D.C.

presented September 10, 1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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WHEN IS ADVANCED vv ASTEWAi tK I KhATMENT THE ANSWER?

William A. Whittington, Acting Deputy Director, Municipal Construction Division,
Environmental Protection Agency, Washington, D.C.

There have been many attempts to define the term "advanced waste treat-
ment", but none of these has really caught on. As a result, whenever
there are two engineers discussing advanced waste treatment in general,
the odds are high that they are not talking about the same thing. For
the purposes of this paper, advanced waste treatment is defined as waste-
water treatment processes used by publicly-owned treatment works generally
(but not always) to meet effluent limitations other than the EPA secondary
treatment definition. That secondary treatment definition is 30 mg/l BOD
and suspended solids on a monthly average. Thus, advanced waste treatment
could be for pollutants other than BOD and suspended solids or it could
be for more stringent BOD and suspended solids limitations than secondary
treatment. Also, it could be an innovative or "advanced" treatment process
to meet secondary treatment.

Similarly, there is no clear background on where the term "advanced waste
treatment" came from. Different origins are given, including the naming
of the advanced waste treatment lab in Cincinnati in 1961, the unsuit-
ability of the term "tertiary treatment" and the general idea that any-
thing that is new and advanced must be better. In the EPA construction
grants program, we have found that an accurate and all-encompassing defini-
tion is not practical. Application of the term to a specific plant can
be inappropriate, regardless of the definition used. Additionally, we
have seen the fallacy in the concept that advanced eguals better and
have tried to focus more on cost-effectiveness. The result is that our
emphasis has been on describing unit processes, rather than trying to
arrive at a label or all—encompassing term.

The unit processes which are available now to meet the more stringent
effluent limitations vary depending on the desired objectives. There
are seven major categories of pollutants which need to be addressed in
consideration of treatment processes. These are pathogens, BOD and sus-
pended solids, phosphorus, ammonia, nitrogen, toxic metals, or organics.
Table 1 shows the types of treatment processes which are available now
to be used for each specific pollutant. For each category of pollutant

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the processes are listed in descending order of use. That is, for disin-
fection, chlorination/dechlorination is most commonly used, followed
by ozone and so forth. In some cases there is interaction between the
pollutants and the processes involved. For example, chemical addition
to remove phosphorus may also remove suspended solids, BOD and heavy
metals.

Nationally the application of these pollutants shows some variation.

Table 2 shows that about two-fifths of the major publicly-owned treatment
works discharge effluent to water quality limited streams or waters (i.e.,
where requirements more stringent than secondary treatment apply). These
treatment plants serve about two-thirds of the 160 million sewered popula-
tion. The remainder of the treatment plants either dischuge to effluent
limited segments (i.e., where secondary treatment applies) or, to a leaser
extent, use land treatment or other reuse systems. These figures do
not include disinfection which was recently removed from the secondary
treatment definition. As the water quality requirements now stand, disin-
fection is required when needed to protect the public health such as
near water supplies where the discharge can affect shellfish beds or
where the discharge is to recreational waters.

It must be emphasized that in discussing a water quality segment, it
is not meant to imply that all seven categories of pollutants apply to
these segments. F^r example, in a particular segment only phosphorus

may be a pollutant of concern beyond secondary treatment. Such a segment
would still show as a water quality segment.

Looked at in these terms we can discuss each of the pollutant categories
in general terms of its national applicability. Phosphorus and nitrate
nitrogen are usually removed because of concern about their nutrient
value contributing to eutrophication in slow-moving streams, estuaries
or lakes. Thus, it is not surprising that we find a concentration of
the phosphorus and nitrate requirements in the Great Lakes area (Figures 1
and 2) Other locations for nutrients include isolated lakes which
have been found to be sensitive, such as Lake Tahoe, or slow-moving streams
in relatively warm climates such as the Potomac River Estuary. A recent
trend has been to defer nitrate removal until such time as the performance
of the phosphorus removal step has been evaluated. For example, at the
Blue Plains plant in Washington, D.C., the decision has been made to
proceed with phosphorus removal and nitrification, but to evaluate the
effects of this treatment on water quality before proceeding with the
more expensive and energy-intensive nitrate removal. BOD and suspended
solids removal are generally pervasive throughout the country where there
are critical dissolved oxygen problems. Ammonia removal, or alternatively
oxidation of ammonia to nitrate, is most common in streams where the
ammonia oxygen demand can be a significant source of dissolved oxygen
depletion (Figure 3). Some states have also imposed ammonia requirements
for the winter months on the basis that ammonia can be toxic to fish.

Heavy metals and organics removals are rarely required except where water
supplies are involved or particular industries are known to be present
and have a significant part of the treatment plant flow.

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A recent report by the EPA Office of Research and Development (Interior
Report on the Impact of PL 92-500 on Municipal Pollution Control Technology
by Lykins and Smith) summarized these requirements. The 1973 Needs Survey
data indicated that 780 municipal wastewater treatment plants planned
to remove phosphorus to a level of less than or equal to 1 mg/1 and the
698 intended to achieve less than or equal to 1 mg/1 of inorganic nitrogen.
Conventional secondary wastewater treatment systems cannot reach this
level of effluent quality, but advanced waste treatment processes can
be incorporated into them to produce the required results. Effluent
total phosphorus, for example, can be reduced to less than 0.05 mg/1
in a biological treatment plant where two-stage, tertiary lime addition
plus filtration are provided. In the case of inorganic nitrogen, processes
can achieve concentrations below 1 mg/1 for nitrate and ammonia nitrogen.
It should be noted, however, that all of the total nitrogen values will
exceed 1 mg/1 because present technology cannot prevent at least that
amount of refractory organic nitrogen from passing through each system.

Advanced waste treatment is used in the EPA Construction Grants Program
when it is most cost-effective. One of our major goals in EPA is to
ensure a thorough evaluation of the alternatives including, but not
limited to, advanced waste treatment. It is our general finding that
alternatives such as land treatment, nonpotable reuse, individual home
treatment units or lagoons are not always being adequately analyzed
and fairly considered in the facility planning process.

Although our cost-effectiveness requirements clearly state that both operat-
ing and capital costs are to be considered in making the cost-effectiveness
determination, the fact is that the grants program is capital intensive.

That is, federal money is available to assist with the capital portion
of the project but is not available to assist with the operation and
maintenance costs. As is well known, the cost of wastewater treatment
increases as the effluent limits become more stringent. We recently
analyzed capital costs based on bid data for secondary treatment systems.
This data was then extrapolated for the higher effluent limits as shown
in Table 3. Note the significantly greater capital costs for smaller
plants.

Because of the capital intensive nature of the grants program and for
a variety of other reasons (perhaps most fundamentally, because sanitary
engineers are used to treatment processes), there has been a recent unfor-
tunate trend to the use of advanced waste treatment in small plant situa-
tions where one of the alternatives may be more appropriate. Projects
of this type authorized by laws previous to PL 92-500 are now coming
on-line. In some cases the user charges for local operation and maintenance
of these systems are a staggering surprise to the local residents. It
is our view that when the true user charges of these sophisticated systems,
particularly in small towns, become more widely known, local pressure
and vigilance will increase. Combined with the EPA review, this will
result in more comprehensive consideration being given to alternatives
to treatment and discharge. There are many case histories which dramati-
cally illustrate this situation. One recent example showed an increase
per household of $200 per year in sewage collection and treatment costs.

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Advanced waste treatment has a place in the overall scheme of wastewater
treatment and EPA's construction grants program. It is not a panacea,
and alternatives such as land treatment and nonpotable reuse become very
attractive in comparison with higher levels of advanced waste treatment
(Figure 4). In smaller communities where operation and maintenance capa-
bility maybe severely limited, full consideration should be given to
the effect of user charges for advanced waste treatment on the individual
home owner. The sludge problems associated with conventional treatment
can increase by an order of magnitude when chemical addition, toxic metal
or organic removal and various waste carbons are involved. EPA's goal
in the grants program is to be sure that alternatives are fairly considered
and the most cost-effective solution is chosen.

Table 1

ADVANCED WASTE TREATMENT PROCESSES

Disinfection

BOD & SS

NH,

Chlorination/
Dechlorination

Ozone

Bromine Chloride
Ultraviolet

Biological

Chemical

Carbon

Filtration

Biological

Air Stripping

Ion Exchange

Breakpoint —
Chlorination

N0-

Metals

Chemical

Biological
Reverse Osmosis

Chemical
Filtration

Orqanics

Carbon (Granular)
Biological
Carbon (Powdered)

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Table 2

ESTIMATED DISTRIBUTION OF PUBLICLY-OWNED TREATMENT WORKS







Water
Quality
Limited



Effluent
Li mi ted

Total

Major





1,676



1,373

3,049

Minor





7,242



11,012

18,254

Total





8,918



12,385

21,303

Table 3

CAPITAL

COST FOR MORE

STRINGENT EEfLUENT

LIMITS













Lb./Gallon

BOD/SS

P

nh3



NO^

1 mgd

10 mgd

20-30









2.15

1.40

5-19









2.55

1.65

5-19

R







2.65

1.72

5-19

R

R





3.00

1.95

5-19

R

R



R

3.30

2.20

<5

R

R



R

3.90

2.55

R = Removal Required

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I

Figure 1 States with Water Quality Standards for Phosphorus

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Figure 2 States with Water Quality Standards for Nitrate Nitrogen

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Figure j States with Water Quality Standards for Ammonia Nitrogen

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Advanced Technology Helps Solve
a County's Water Pollution Problems
The Durham Facilities

by James A. Crom

Senior Vice President and General Manager
Environmental Engineering Division
Stevens, Thompson & Runyan, Inc.

presented September 10, 1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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ADVANCED TECHNOLOGY HELPS SOLVE A COUNTY'S WATER POLLUTION
PROBLEMS: THE DURHAM FACILITIES

James A. Crom, Senior Vice President and General Manager, Environmental Engineering Division
Stevens, Thompson & Runyan, Inc.	'

The Durham Advanced Wastewater Treatment Plant is the fruit of planning
efforts initiated in 1969 by the citizens of Washington County, Oregon.
In 1966, there were 26 service districts and 9 cities operating some
46 treatment plants which served the Washington County area; the majority
of these plants discharged into the Tualatin River or one of its tribu-
taries. The Tualatin River is a meandering stream with low summer flows
of about 15 cfs. The low stream flow combined with runoff from agricul-
tural lands, drainage from septic tanks and inadequately treated sewage
from the plethora of treatment plants turned the Tualatin into little
more than a sewage lagoon with high algae concentrations during the summer
months.

AREA-WIDE PLAN DEVELOPED

In 1969, an area-wide wastewater management plan developed by Stevens
Thompson & Runyan was presented to the local citizenry. The master plan
recommended that all treatment plants on the tributaries of the Tualatin
be abandoned and six new or expanded plants, located on the Tualatin
itself, be utilized to effect complete wastewater treatment. In addition
the plan called for the formation of an area-wide agency which would '
have responsibility for implementing, financing, constructing and operat-
ing the proposed regional facilities. The Unified Sewerage Agency of
Washington County (USA) was established in 1970 and has responsibility
for area-wide wastewater management in Washington County. It is signi-
ficant that a local citizens' group, the Clegn Water For Life Committee
was instrumental in helping the USA promote the successful passage of '
a $36 million bond issue, which is being used to finance the capital
construction program.

The Durham Advanced Wastewater Treatment Plant serves the highly-pooulated
Fanno Creek Basin, which drains into the eastern reach of the Tualatin
River near its confluence with the Willamette River. Figure 1 shows
the location and service area of the Durham plant. This plant is desioneH
to serve an initial population of about 170,000 people with an initial

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capacity of 20 mgd. The plant was designed to accommodate expansion
up to 60 mgd. The $22.2 million construction cost was financed with
a 75 percent grant from the Environmental Protection Agency and 25 percent
matching funds from the USA.

FACILITIES MEET STRINGENT STANDARDS

Effluent criteria were established for the Tualatin River by the Oregon
Department of Environmental Quality (DEQ). The criteria reflect critical
water quality conditions occurring during the summer low flow period.

The DEQ standards call for no more than 5 mg/1 each of biochemical oxygen
demand (BOD) and total suspended solids (TSS), 85 percent removal of
phosphorus and a dissolved oxygen (DO) level such that the effluent will
not drop the DO level in the receiving stream below 6 mg/1 during the
summer low flow period extending from May through October. During the
high flow winter period, the DEQ standards require an effluent with no
more than 20 mg/1 each of BOD and TSS. While the required effluent quality
for winter periods can be produced with the conventional activated sludge
system, tertiary treatment must be provided for additional removal of
BOD, TSS and phosphorus during the summer season.

Since the effluent criteria established by the Oregon DEQ are so restric-
tive, consideration was given to discharging directly to the Willamette
River, which is located approximately six miles to the east. At the time
the sewerage facilities plan was developed, the effluent standards for
the Willamette River required no more than 20 mg/1 each of BOD and TSS;
however, the DEQ advised that the standards would be reduced to 10-10
in the near future. It was determined that it was not economically feas-
ible to convey the sewage from the Durham plant to the Willamette River.
In addition, the effluent discharge to the Tualatin River would be of
better quality than the river itself, at least during critical summer
periods, and thus would serve to improve the water quality through dilution.

Figure 2 is a process schematic of the entire Durham Advanced Wastewater
Treatment Plant. During the low flow season, which extends from May
through October, both the secondary and tertiary systems will be in opera-
tion. From November through April, the plant will be operated as a conven-
tional activated sludge system. The tertiary treatment system includes
two-stage phosphorus removal and mixed media filtration. In addition,
a 15 mg flow equalization basin has been provided to dampen diurnal flow
variations to the tertiary system.

SLUDGE HANDLING DIFFICULT AND COSTLY

The secondary system is of conventional design with the exception of
the sludge disposal element which employs incineration. The preparation
of the secondary sludge for incineration is a difficult and costly opera-
tion. In order to minimize the incineration costs, it is desirable to
have self-sustaining combustion, which requires a solids concentration
of at least 25 percent. The primary sludge is processed through a cyclone
degritter and gravity thickener prior to being introduced into the "Porteus"

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heat treatment system. The waste biological solids are thickened by
disc centrifuges prior to introduction to the heat treatment system.
The primary and secondary sludges are combined after heat treatment,
dewatered by solid bowl centrifugation and incinerated in a multiple-hearth
furnace. The overflow from the blend tank and the centrate from the
dewatering centrifuges are combined and aerated in a high-strength aeration
basin prior to metering back into the regular flow system. This controlled
metering of the high-strength waste has a very beneficial effect on the
operation of the secondary biological system.

ADVANCED TREATMENT REMOVES PHOSPHORUS

The tertiary system consists of two-stage phosphorus removal and mixed
media filtration. The primary mode of phosphorus removal will utilize
lime addition and precipitation of phosphorus as hydroxyapetite. Provision
has been made to feed both iron and aluminum salts as back-up chemicals
to the lime system. Lime will normally be mixed with the secondary ef-
fluent to raise the pH above 11 prior to the primary chemical reactor-
clarifiers where the phosphorus is removed through chemical precipitation;
some additional removal of nonsettleable solids is also realized. In
order to increase the recovery of lime, the effluent from the primary
chemical reactor-clarifier is recarbonated by dissolving CO2, reducing
the pH to about 9.3, which is near the point of minimum solubility of
calcium carbonate. The excess lime is then removed as calcium carbonate
in the secondary chemical reactor-clarifier. To prevent the formation
of unwanted calcium carbonate and scale formation, the pH is further
reduced to about 7 in the secondary recarbonation basin. The combined
sludge from the chemical clarifiers is thickened by gravity prior to
separating the phosphates as hydroxyapetite from the chemical sludge
in the classifying centrifuges. Following classification, the chemical
sludge will be recalcined in a multiple-hearth furnace, which is similar
to the organic furnace. The recovered lime is recycled to the chemical
treatment system. The hydroxyapetite sludge is wasted to the organic
incinerator.

The chemical process was designed to operate essentially as a closed
system with 15 to 25 percent lime makeup expected. To automatically
convey the recalcined lime from the bottom of the furnace into a large
storage silo, the plant will use a pneumatic conveying system. The system
also uses a second air blower to automatically fill the two day-use tanks
from the two large storage silos. The lime is automatically fed to slakers
and into the chemical reactor-clarifier.

As a reliability feature to back up the organic incineration process,
the lime recalcining furnace can also be used to burn the organic sludge
when the organic incinerator is down. Under the .incineration mode of
operation, the organic ash is conveyed by the pneumatic system to a cyclone
separator from which the sterile ash is transported by truck for final
disposal. A dust collector is provided to prevent dust emissions during
in-plant conveying operations and truck unloading of makeup lime supplies.
In addition, feeder valves throughout the system are provided with motion

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safety switches to signal an alarm to the plant control panel in the
event of unscheduled stoppage. Finally, automatic and manual diverter
valves are provided for automatic and standby operation of the pneumatic
conveying system.

In order to comply with the region's stringent air pollution standards,
each incinerator has been eguipped with a Venturi scrubber to control
particulate emissions and an after-burner to insure that hydrocarbon
and carbonyl levels are within acceptable ranges. Particulate emissions
are continuously monitored, using double-pass transmissometers.

The electrical power supply and distribution system must operate with
a high degree of reliability to keep the wastewater discharge within
the strict environmental limits established by the DEQ and the EPA. Elec-
trical reliability at the plant begins with connections into Portland
General Electric's 115,000-volt looped transmission line system in the
area. The electrical system brings service to the Durham plant from
two different directions. Automatic switching in the Durham substation
is arranged to take service from either or both 115,000-volt lines as
needed. Two main transformers are provided, either of which is adequate
to serve the entire plant load. Each of the various local substations
throughout the plant is served by two lines from the main substation and
either line has adequate capacity to serve the loads. Each local sub-
station also includes two or more transformers connected through secondary
circuit breakers and high-capacity bus systems so that failures can be
isolated for repair. Duplicate pieces of plant machinery are connected
to different local substations so that at least a minimum portion of
the required process system will always be operable. As one last measure
of assurance, the main Durham substation has space and connection facilities
provided for connection of power company mobile transformer units if
required.

TRAINING ESSENTIAL TO EFFICIENT OPERATION

Operation and maintenance play a major role in such a complex treatment
process. In addition to the plant superintendent and the operation super-
visor, the Durham plant has five plant supervisors and 29 operators,
plus a maintenance supervisor and 29 maintenance personnel, a lab super-
visor, two lab technicians and a secretary. Most of the personnel have
transferred from the smaller existing treatment plants, which these new
facilities are replacing. An extensi.ve training program for plant per-
sonnel began more than a year ago when facilities were still under con-
struction. In addition to preparing the operation and maintenance manual,
STR worked with the plant supervisors to set up the training procedures
and developed lesson plans. The supervisors have conducted three-week
training sessions for groups of ten staff members. The lessons included
both basic theory for effective problem solving and detailed operating
instructions and testing. The staff is currently developing a set of
visual aids for permanent use as reference material and in upgrading
plant personnel and training new employees in the future.

The Durham facilities also include a modern water quality laboratory.

Staffed by four chemists, two lab assistants and a supervisor, this district

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laboratory will serve the entire Unified Sewerage Agency's service area.
In addition to monitoring the six treatment plants in the USA system the
lab will primarily be responsible for testing and checking industrial
waste discharges in the county. To conduct the necessary tests, the
lab now has a gas chromatograph, an atomic absorption spectrophotometer
a total organic carbon analyzer, a Technicon Autoanalyzer II and	'

an infrared spectrophotometer. With these new instruments, the agency
estimates the number of separate analyses per year will increase from
1,500 to more than 5,000.

Although reliability is of primary concern in the design of the Durham
plant, aesthetic considerations are also priority items. Provision has
been made to utilize ozone at various locations throughout the plant
to control odors. Because the plant is located in a growing residential
area between the Durham Elementary School and the Tigard High School
extra effort was made to make the plant compatible with its surroundinqs
Trees and plantings as well as land forms are used to screen parts of
the plant and to create a pleasant park-like setting for use by the general
public. A free-form fountain in front, of the plant's administration
building will use the treated water to demonstrate the high quality of
effluent that the new facility will return to the environment.

This year marks the culmination of the first phase of the master plan
with the completion of the Durham Advanced Wastewater Treatment Facilities
Designed by STR and constructed by Jelco, Inc., of Salt Lake City, this
plant consolidates treatment in the Fanno Creek Basin in the more urbanized
eastern part of the county. A second major new treatment facility, the
Rock Creek Advanced Wastewater Treatment Plant, will be completed In
1977. By consolidating collection and treatment in the two most developed
parts of the Tualatin Basin, the county is able to provide the advanced
levels of treatment necessary to meet the stringent water quality standards
set by the state, particularly during the low flow occurring through
the summer months.

Construction of one of the most advanced wastewater treatments in the
West and a modern water quality laboratory will help provide an efficient
and effective wastewater system for Washington County and .is a major
part of the USA's commitment to protect public health and preserve the
environment for the community.

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Durham Advanced
Wastewater Treatment Facilities
Process Schematic

Figure 2

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Washington County Citizens
Committed to Clean Water

by J. Allan Paterson

Board of Commissioners
Unified Sewerage Agency of Washington County

presented September 10, 1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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WASHINGTON COUNTY CITIZENS COMMITTED TO CLEAN WATER

J. Allan Paterson, Board of Commissioners, Unified Sewerage Agency of Washington County

In an editorial a couple of weeks ago, the Oregon Journal was calling
attention to the significance of the Durham facility completion in con-
nection with what was referred to as the "war on pollution". The editorial
started out by noting that an accomplishment doesn't always receive the
attention that the unsolved problem did in the first place. The problems
that do not exist any more do not sell many newspapers and we all under-
stand that problem. It is unfortunate though that we find it so difficult
to make public both the problems and the accomplishments, such as rapre-
sented by the USA facility at Durham.

We see here today people representing the contractors who built the plant,
the engineers who designed it, USA management who will run it, the board
of directors, and the advisory commission. But our basic purpose today
should be to express our thanks and our pride in the citizens of Washington
County for their massive commitment to the protection of our water re-
sources. As elected officials and members of the professional community,
we are simply the means by which the public commitment was carried forward.
For a minute, let us take a look at the public determination that every
citizen of Washington County should be proud of. In one stroke, the
people of Washington County made a massive reorganization in pollution
control which would be difficult to match anywhere. The voters consoli-
dated the pollution control effort of 28 separate agencies by creating
the USA and then approved a $36 million bond authorization to carry out
the program. Financial commitment was the largest ever approved for
any local government in the State of Oregon.

When the voters launched the USA and its water pollution control program,
they unleashed the largest construction project ever initiated by public
or private industry at any level in Oregon. The direct and indirect
economic impacts do not measure what we have all felt. Only one of the
tangible results is the Durham facility, which is the subject of today's
dedication. When the USA Rock Creek facility is completed next year,
the two largest tertiary treatment plants in the Northwest will be serving
USA's citizens. The ultimate result will be the advanced stage treatment
of polluted waters at three regional sewage treatment facilities and

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the abandonment of 22 obsolete treatment plants scattered upstream from
the Durham and Rock Creek treatment facilities. Fanno Creek was famous
for its reputation as an open sewer. Today, you can report that all
sewage discharge into Fanno Creek has been stopped as of a couple of
weeks ago.

The underlying concept, which formed the basis for creation of the USA,
was economic because city and county boundaries would have to be disre-
garded if sewage was to be completely treated in a most efficient manner.
Our USA also serves some of Portland's Multnomah County, within the Tualatin
River basin, an example of a little intergovernmental cooperation. Meeting
water quality requirements in the Tualatin River basin is a difficult and
expensive job. Oregon DEQ has established treatment requirements in
Washington County which are exceedingly critical because of the nature
of the Tualatin River drainage. We could not, nor could we afford to,
meet today's water quality requirements operating the way we did in the
past in Washington County.

The USA has spent the first six years of existence in one crash construc-
tion program after another to meet the demands of sewer service by one
of the fastest growing areas in Oregon. We have been building facilities
like the Durham facility to complete the first phase of the construction
program and to catch up work needed to meet our water quality responsi-
bilities that were so neglected during the 1950's and 1960's. The com-
pletion of the Durham facility really marks the change in the USA from
an agency that has occupied itself with just meeting one crisis after
another to one which now looks forward to leading the way in pollution
control and clean water. That is our prime responsibility.

It has been over six years since the Citizen's Action Committee called
"Clean Water for Life" brought the message about water pollution control
to the voters of Washington County. A lot of new people have moved into
Washington County in that time period, and we need to keep reminding
ourselves of the commitment we made and why we made it.

Going back to my earlier remarks about the newspaper editorial, I hope
that we can continue to keep the public aware of our accomplishments
along with our trials. It is hard to sell sewer service, that is if
you don't have any. I would like now to introduce a person who represents
the federal level of commitment to water pollution control. The nation-
wide objective which established the 1972 Water Pollution Control Act
recognized the critical priority to reverse the continual degradation
of our nation's water resources. Mr. Donald Dubois is the Administrator
of the Environmental Protection Agency's Region X based in Seattle and
is in charge of EPA programs for our area. Briefly, Mr. Dubois was for-
merly Deputy Regional Administrator for Region VIII in Denver. Our guest
speaker is no stranger to the Northwest, born in Spokane, Washington
and a graduate of Washington State University in Pullman. Ladies and
gentlemen, Donald Dubois.

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Dedication of the Durham Facilities
A Success Story

by Donald Dubois

Administrator, Region X
Environmental Protection Agency

presented September 10, 1976
at the Symposium on the
Technical Response to PL 92-500

sponsored by
Unified Sewerage Agency of Washington County
Stevens, Thompson & Runyan, Inc.
with technical and financial assistance
from the Environmental Protection Agency

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DEDICATION OF THE DURHAM FACILITIES: A SUCCESS STORY

Donald Dubois, Administrator, Region X, Environmental Protection Agency

At the time I started in our construction grants program in Washington,
D.C., in 1957, we had a national budget of $50 million a year. Our maximum
grant was 30 percent of any one project and we had a dollar limitation
of $250,000 for any project, which meant we would have been able to con-
tribute about one percent to the cost of a facility the size of this
one at Durham.

I also lived in Portland about two years in the early 1960's when water
quality in the Willamette and Tualatin, like that in many of the nation's
streams and lakes, certainly was not up to par. There's been a big change
in that, too, both here in Oregon and nationally. So we've come a long
way together, and its great that so many of you could take part during
the last day and a half in this symposium, where some of the information
and knowledge gained from this project can be shared. We can all learn
from what has happened here, just as we can learn from what has been
happening for the last several years in the environment around the United
States.

Our agency is undertaking a program to identify successful efforts that
have taken place during these recent years so we can show what has happened
to the quality of our environment, and it might interest you to know
that this area is one that is often pointed to as an example of an environ-
mental success story.

For today, however, there are two basic points that I would like to emphasize:

First of all, let's look at the elements that have made this particular
area a success.

Secondly, let's see where we might be going from here.

This project is a demonstration of how the whole federal, state, and
local governments and private citizens can work together in this country
to abate water pollution and protect the environment. The Washington
County experience is an example of how that complicated system is sup-
posed to work.

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The federal government, through the Congress and the Environmental Pro-
tection Agency, established broad national goals, provided some of the
technical input, provided some of the funding, and geneally established
the basic framework for water pollution control efforts to meet these
goals throughout the country.

The Oregon Department of Environmental Quality recognized the need for
sound water quality standards in the Willamette basin and the Tualatin,
to provide for the kinds of water uses and benefits that the citizens
of this area wanted. The DEQ then translated these water quality objec-
tives into standards and into rather demanding effluent limitations for
discharges to the waters in this area.

Finally, the citizens, the local officials, and everyone involved recog-
nized that the regional solution made sense in this area. The Unified
Sewerage Agency, in this case, took on the very demanding job of getting
itself together, of conceiving of this project, and doing the detailed
planning and supervising of actual construction. I think the ultimate
credit belongs to the citizens of Washington County who saw fit to create
this agency and who are really footing the bill for the facilities we
are dedicating.

In other words, I think our system has worked, thanks to a lot of effort
and a lot of cooperation at all levels of government.

I would like to point out that we in the federal government have been
convinced for some time of the benefits of regional izat.ion. It was proj-
ects like this one in Washington County that helped to convince us, al-
though I would caution that everyone should think it through and make
sure that regionalization makes equally good sense in their specific
case before starting from the point that we should always have regional-
ization. There have been a number of things that we in the EPA have
learned from this project. One is the development of a construction
management system to speed up the process — this is now being applied
at the Rock Creek treatment facilities.

Another relates to what might be called the "red tape" problem. We in

EPA bear our share of responsibility for contributing to this problem 	

and we are trying to solve it. But it is a complicated system that we
are involved in, this federal, state, and local partnership, and each
of us has responsibilities to ensure that we are meeting the requirements
that the public expects for prudent management of its tax monies, and
for achieving our program objectives. We are mindful of the fact that
we do need to keep down the paperwork to keep moving toward our goals.

I understand that there has been a bit of a noise problem and that it
is being addressed and hopefully solved. However, I think the bottom
line is that the Durham facility is a good project and is one that all
of you who had a part in should be proud of. As a matter of fact, EPA
has embarked on a national program here to try to make our construction
grants program work better by looking in some detail at good projects;
projects that appear to have worked out well. I am going to recommend
that our agency take a look in some depth at this Durham project so that
what we learned here can be used throughout the Northwest and other parts
of the country.

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A LOOK AT THE FUTURE

I told you I would look a bit into the future, although that's always
pretty hazardous business. Most important to this project, we need to
start thinking right now, as I'm sure you have, about how you're going
to operate and maintain the Durham facility so that it produces the kind
of economic and environmental benefits it was designed to produce. There
has been some tendency in this country to think of a waste treatment
facility as being finished when the plant goes into operation on the
first day. We tend to forget the need for continued investment in that
facility — continued management attention to its operation and to its
maintenance. Concern for operation and maintenance should be a high
priority for all of us to think about and we cannot just assume that
it will be taken care of so we can move on to something else.

In terms of the federal water pollution control program, it's a little
hard to look very far in the future. We anticipate continued funding
of the construction grants program at about the $5 billion national level
in the fiscal year 1977 and possibly at a higher level for the next two
years. In other words the Congress seems likely to provide continued
federal assistance for projects like this one. By extension of the Sec-
tion 208 planning grant authority, we think the Congress will provide
for extending the secondary treatment deadline for municipalities. Some
revision of Section 404, which deals with the permits for dredging on
wetlands, looks probable. The House continues to find appeal in what
is often called the Cleveland-Wright amendment, which would provide for
considerable increased funding and more responsibility for state agencies
to administer the construction grants program. We're in favor of that.

No matter what the legislative details of the federal program are in
the future, I certainly expect several things. First of all, I think
we'll see continued strengthening of state and local efforts to deal
with state and local problems. I think we've seen a significant evolu-
tionary growth in the capability of state and local government to deal
with their problems over the past several years. I also see a continuation
of a trend toward a broadening view of waste treatment so that it becomes
a part of an environmental management system rather than just looking
at it as sewage treatment alone. This implies a more careful look at
where we build our sewerage facilities and consideration of land-use
impacts and the relationship between sewers and water and air quality
and so on. I think we'll begin to see more careful evaluation of the
real implication of waste treatment facilities, and I also expect greater
focus on the earlier identification of problems and the earlier development
of solutions to those problems; we should try to anticipate problems and
plan for them and thereby prevent them from arising. I see also a much
greater emphasis on solving the problems that have been traced to the
so-called "nonpoint sources" of water pollution: silvicultural and agri-
cultural runoff. The success of this particular project here in Washing-
ton County demonstrates that we know how to solve the so-called "point
source" problems. I'm not so sure that we're quite as smart and quite
as experienced in solving the more pervasive problems of nonpoint sources.
We're also going to see a continued expansion of citizen involvement and
participation in the kinds of decisions that we come up with.

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All of these elements should be addressed within the context of Section
208 activities under the water quality management planning program.
Our agency is placing a very high priority on implementation of this
208 program. We're trying to ensure that 208 is not just another federal
program to throw money at a problem — in the case of Oregon some $3.7
million. Rather, we are committing federal funds to enable state and
local agencies to become deeply involved in identifying problems, develop-
ing corrective measures, and actually implementing programs to deal with
those problems.

We're also pushing very hard for the 208 program participants to answer
adequate participation by all interested and affected agencies, and the
elected officials and citizens who make things happen, and not have these
programs become another exercise to develop plans that will sit on a shelf.

Our approach is to conduct 208 within the broad framework of the federal
act, not to dictate the local solutions to local problems. Certain broad
issues need to be examined, but we are trying very hard to avoid sitting
in Seattle or in Washington saying to a Washington County official, "Here
is the solution you should pick for the problem that is in your area."
Rather, we want you to come up with the solution and see that it gets
implemented. Many of you are already involved in the 208 program in
your own communities in various ways. Those of you who are not should
take a look at what's going on in your area and become involved. I am
convinced that 208 programs, where properly conducted and implemented,
will be the key to solving existing and future water quality problems.

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