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RULES AND REGULATIONS
10757
abatement plan Javeiopsd a: iu lh« proc-
ess of development, for the Meu'oj'Olit-i.u
area or region wl?hl» whicL Use project
is proposed to be -^instructed. In the case
of an interstate wpirorxrfitaii or jiesional
area, tlie play shfcll be eertifei by the
respective Oovemors or theJr dealgnees.
«b> In reaching such dt-termiruiUou
the Commissioner shall consider whether
such plan adequately takes Into account:
Anticipated growth oi population and
economic activity with reference to time
and location; present and future use and
value of the waters -within the planning
area for water supplies, propagation of
fish and wildlife, recreational purposes,
agricultural, Industrial and other legiti-
mate uses; adequacy of the waste collec-
tion systems in the planning area with
reference to operation, maintenance and
expansion of such systems; combination
or integration of waste treatment facili-
ties into a waste treatment system so as
ta achieve efficiency and economy of such
treatment; practicality and feasioility of
treating domestic and industrial waste in
a combined waste treatment facility or
integrated waste treatment system; need
for and capacity to deal with waste from
sewers which carry storm water or both
storm water and sewage or other wastes;
waste discharges presently in, or antici-
pated for the planning area; effect of the
proposed waste treatment facility upon
the quality of the water within the plan-
nine area with reference to other waste
discharges and to applicable water
quality standards.
(c) If the proposed project is not in-
cluded in an effective metropolitan or re-
gional plan for pollution abatement, and
the Commissioner determines that such
project wEl nevertheless effectively con-
tribute to the prevention of pollution or
improvement of the qo&lity of the water
in the metropolitan area or region, he
may waive the limitation of paragraph
(a) of this section. In making tils deter-
mination the Commissioner may require
all or a part of the information identi-
fied in paragraph Where industrial wastes are to be
treated by the proposed project the ap-
plicant shall assure the Commissioner
that it has, or will have in effect
when the project will be operated, an
equitable system of cost recovery. Such
system of cost recovery may include
user charges, connection fees or such
other techniques as may be available
under State and local ,law. Such sys-
tem shall provide for an equitable
assessment of costs whereby such as-
sessments upon dischargers of indus-
trial wastes correspond to the cost of the
waste treatment, taking into account the
volume and strength of the industrial,
domestic, commercial wastes and all
other waste discharges treated, and
techniques of treatment required. Such
cost recovery system shall produce reve-
nues, in proportion to the percentage of
industrial wastes, proportionately, rela-
tive to the total waste load to be treated
by the project, for the operation and
maintenance of the treatment works, for
the amortization of the applicant's in-
debtedness for the cost of such treatment
works, and for such additional costs as
may be necessary to assure adequate
waste treatment on F continuing basis.
For purposes of this section "industrial
waste" shall mean the waste discharges
(other than domestic sewage) of indus-
tries identified in the Standard Indus-
trial Classification Manual, Bureau of the
Budget, 1967, as amended and supple-
mented, under the category "Division
D—Manufacturing," and such other
wastes as the Commissioner deems ap-
propriate for purposes of this section.
§ 601.35 Inspections.
No grant shall be made for any project
unless the State water pollution control
agency assures the Commissioner that
the State will inspect the treatment
works not less frequently than annually
for the 3 years after such treatment
works are constructed and periodically
thereafter to determine whether such
treatment works are operated and main-
tained in an efficient, economic and ef-
fective manner and unless the applicant
assures the Commissioner that the treat-
ment works will be maintained and oper-
ated in accordance with such require-
ments as the Commissioner may publish
from time to time concerning methods,
techniques and practices for economic,
efficient and effective operation and
maintenance of treatment works.
§ 601.36 Design.
No grant shall be made for any proj-
ect unless the Commissioner determines
that the proposed treatment works are
designed so as to achieve economy, effi-
ciency and effectiveness hi the preven-
tion or abatement of pollution or en-
hancement of the quality of the water
into which such treatment works wfll
discharge and meet such requirements
as the Commissioner may publish from
time to time concerning treatment works
design so as to achieve efficiency, econ-
omy and effectiveness in waste treat-
ment.
Dated: June 24, 1870.
FRED J. RUSSELL,
Acting Secretary o/ the Interior.
[P.B. Doc. 70-8396; Piled, July 1, 1970;
8:46 a.m.]
FEDERAL REGISTER, VOL. 35, NO. 128—THURSDAY, JUIY 2, 1970
-------
Appendix 1-C
PROCEDURE TO AMEND OR MODIFY FEDERALLY APPROVED
WATER QUALITY STANDARDS
1. Water quality standards which have been approved by the Secretary
of the Interior or the Environmental Protection Agency Administrator
become Federal standards.
2. Approved water quality standards can only be revised pursuant to
Section 10(c)(2) of the Federal Water Pollution Control Act, which can
be set in motion only by specific action by the Environmental Protection
Agency Administrator or a Governor of an affected State. ^/ The
Environmental Protection Agency Administrator must call a conference
and thereafter prepare regulations setting forth applicable standards.
If the State has not adopted water quality standards found by the
Administrator to be consistent with his proposals or a petition for
public hearing has not been filed by a Governor, the Administrator is
to promulgate such standards. If such a hearing is requested under
Section 10(c)(4), the Administrator is required after public hearings
held by a duly constituted board to issue standards in accordance with
the board's recommendations.
A State may not unilaterally change standards. The only way a State may
effectuate a change is to ask the Administrator for a revision. The
Administrator may not change standards without having a standards
setting conference and if the Governor of an affected State so requests
a subsequent hearing.
JL/ The phrase "the Governor of any State affected" covers
water quality standards revisions desired by the Governor of the
State which originally adopted the standards or of any other affected
State. The paragraph therefore applies to all water quality standards
revisions and establishes a single, uniform revision procedure, since
the Federal statute, by prescribing a specific procedure, presumably
preempts State power to employ a different one.
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TABLE OF CONTENTS
CHAPTER 2. BASIN PLANS
Paragraph Paragraph
Titles Numbers
Purpose 1
Methodology 2
Water Quality Management Plan 3
Updating Procedures A
Appendix 2-A Methodology
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CHAPTER 2. BASIN PLANS
1. PURPOSE. This chapter defines the general information that should
be addressed in the development of a water quality management plan for
a basin. The purpose of a basin plan is to define a basin^wide water
quality management program and an implementation strategy which has
a high probability of success. The basin plan should provide an over-
view of the total water and related land resources of the basin
and should assess those factors which, for any reason, cannot be effec-
tively evaluated separately by the various metropolitan/region (M/R)
areas within the basin. The x^ater quality management strategy of
the basin plan would thus normally include: the definition of the
design hydrology; the allocation of the available waste carrying
capacity of the receiving water (consistent with water quality criteria
and/or non-degradation policies) to the various regional, metropolitan,
individual, and non-point waste sources; the allocation of the avail-
able storage for flow regulation; and an assessment of the feasibility
of importing or exporting waste waters. These allocations define
external constraints x^hich are required for the M/R plans within the
basin. The basin plan should also identifv the need for more detailed
plans for all existing and potential M/R plans within the basin.
Additionally the plan should set a timetable for planning for each
of the identified M/R areas. The timetable should be based on each
M/R area's relative contribution to the basin's water quality problems.
The following paragraphs provide guidelines for achieving a water quality
management plan for a basin and set forth the essential elements of
such a plan. Detailed information included in certified regional or
metropolitan plans within the basin may be referenced in lieu of
repetition.
2. METHODOLOGY. In some basins with widely separated waste discharges
and favorable hydrologic circumstances water quality problems may be
relatively simple. In others there may be strong interdependence
between waste sources with resulting complex water quality problems.
A framework is provided in Appendix 2-A to assist in plan formulation.
It can accommodate either simple or complex cases.
3. WATER QUALITY MANGEMENT PLAN. The plan should define the relative
contribution to the water quality problems in the basin by each of the
various regional and metropolitan areas, other dispersed point waste
sources, and by natural and other non-point sources. The fully developed
basin plan allocates the waste carrying capacity of the receiving water,
as defined by water quality criteria and/or non-degradation policies,
to these sources and outlines a cost-effective strategy for achieving
and maintaining the desired water quality goals. The essential elements
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of the plan, including the basic premises on which the plan is
formulated, should be set forth in a concise manner. These elements
include:
a. Statement of plan objectives. The basic objective of the water
quality management plan is to provide the most cost effective abatement
strategy, considering social and environmental factors, for protecting
existing and projected water uses and to prevent degradation of existing
high quality waters. Water quality criteria have been set on interstate
waters to reflect the level of quality necessary to protect existing and
future uses. These criteria provide explicit statements which may be
used as the basis for allocating the waste carrying capacity of the
receiving water. If the criteria do not exist water quality levels or
goals which protect the identified water uses must be specified for
the analysis. For existing high quality waters where non-degradation
policies provide for maintenance of quality levels above those reflected
in the water quality criteria, the existing quality levels become the
basis for the allocation. The most cost effective water quality man-
agement strategy in a basin, considering social and environmental costs,
should result in the greatest improvement In water quality for each
dollar spent. Generally this cost effective strategy will also result
in the least cost solution of meeting the specified water quality
objectives under the stipulated constraints. The least cost analysis
provides the base for specifying the scheduling of funds and facility
construction which results in achievement of water quality management
objectives at the lowest dollar cost consistent with a high calculated
probability of success and a low probability of economic loss.
b. Statement of Problem. A description assessing the water and
related land resources of the basin should be provided. The description
should include a discussion, as delineated below, of the relation of
these resources to the demography and economy of the basin and the impact
on water quality:
(1) Physical System. Maps and a discussion of the geographic
extent including:
(a) A classification of the receiving waters into streams,
impoundments, lakes, estuaries, and coastal waters.
(b) A delineation of physical factors such as: the
geometric configurations (surface areas, depths, etc); present and
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probable future hydrology of the basin (including an analysis to
establish low flow frequencies and durations); and hydrodynamic
characteristics (e.g. velocities, travel times, tidal and mixing
characteristics, etc.).
(c) The boundaries of areawide planning jurisdictions.
(2) Social and Economic Analyses. Land use, population,
industrial and agricultural development should be analyzed as they
may affect the water resource. For the basin plan this analysis should
indicate trends for the basin as a whole and trends between M/R areas
but should not be concerned with detailed patterns within an M/R area.
However, data developed as part of any M/R plan should be utilized
in the basin plan, if available, to define the gross figures for that
M/R area.
(3) Waste Water Sources. Give location (by river mile),
identification and quantification of waste load inputs, including
municipal, industrial, agricultural, urban runoff, and natural sources
and the probable future changes in their magnitude, nature and location.
(4) Water Quality. A discussion of water uses, water quality
levels, and quality criteria. Existing water and related land uses should
be delineated and related to the economy of the basin. Included in the
water uses should be an assessment of the general aesthetic importance
of the waters. The impact on water quality of increased utilization of
the water and related land resource should be assessed in light of the
economic analysis. The various chemical, biological, and physical
quality parameters affecting any water use should be identified.
Existing water quality levels for all parameters should be assessed
in terms of their impact on the water uses and on the general aesthetic
value of the water and adjacent lands. This assessment should include
the definition of water quality levels required to protect or enhance
the utilization of the waters. If water quality criteria do not exist
these required levels should be included as criteria which can be
utilized in the analysis. For waters with existing water quality
criteria either the required levels delineated above, or the water
quality criteria should be utilized, whichever reflects the highest
quality. This analysis thus also provides a basis for upgrading
existing water quality criteria where existing water quality is
higher than the stipulated water quality criteria.
c. Planning Premises. Those premises upon which the plan is based
must be clearly defined. For example, an overriding premise is that
water quality criteria or other water quality goals (including non-
degradation) on interstate and intrastate waters will be met. This
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premise is generally discussed in the previous section. Examples of
what might be covered in this section are:
(1) Treatment. Existing Federal and State policies dictate
minimum treatment levels for wastewaters that do not necessarily relate
to the physical requirements of meeting the water quality criteria.
Technological limitations may also define upper limits for removal
efficiencies of many water quality parameters. Such treatment con-
straints can be incorporated into the analysis to assure compliance
with exisitng policies and to safeguard against unattainable solutions.
(2) Political, Jurisdictional, and Administrative. Some
technically feasible alternatives may in certain cases, be constrained
because of the absence of a legislative base for implementation.
Additionally Jurisdictional problems can exist because of the vested
interests of the many institutional entities which may exist in a
basin. Where conflicts of interest exist they must be examined and
reported. And if such conflicts affect any of the abatement alter-
natives, they must not only be recognized as constraints in the analysis,
but organizational or other institutional remedies should be proposed.
(3) Resource Availability.
(a) Funding. The plan must specify the necessary
resource levels for each time period to accomplish the objective within
the desired timeframe. The actual funding level for any time period
may, however, preclude implementation of the most cost effective
construction schedule. Even with such a constraint the analysis procedure
can be utilized to ascertain which facilities should be constructed
for given sets of funding levels. Thus the funding level at each
time step dictates the implementation schedule.
(b) Storage. In cases where flow regulation is considered
as an abatement or pollution prevention tactic the upper limit of available
storage must be considered — including such factors as availability of re-
servoir sites, existing allocation of storage to other purposes, and the
congruence of demands upon the stored water supply.
d. Alternatives. There are normally several possible alternatives
for meeting the water quality objectives for a basin.
(1) These include:
(a) Treatment of the wastewater.
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(b) Relocation of discharge points.
(c) Diversion from basin.
(d) Flow regulation.
(e) In-stream modification.
(f) Water reuse.
(g) Control of wastewater quantities through zoning and/or
planned growth both for type and amount of expansion.
(h) Combinations of the above.
(2) In any given basin some of the above alternatives may not
be technically feasible or may be considered to be politically unacceptable.
However, political acceptability is a function of understanding and it is
the planner's task to lay alternatives before the public in a manner that
facilitates understanding. Of the waste sources identified previously some
may not be amenable to direct control methods. Agricultural and natural
wastes often occur as non-point sources making regulation difficult.
However, this should not preclude the development of a water quality
management plan. The plan should treat these waste sources in the
light of their relative contribution to the water quality problem in
the basin. Where water quality criteria cannot be maintained or met
without the abatement of such sources the plan must specify abate-
ment procedures that have a high probability of success relative to
risk.
(3) Analysis techniques can be utilized to determine if each
control method can, by itself, result in standards compliance. These
techniques also allow evaluation of specific combinations of the control
methods; however, because of the large number of possible combinations
of the methods such a "cut and try" procedure may be impractical. Addi-
tionally, except for relatively simple and straightforward cases there
is little assurance that the combinations considered would result in
anything close to an efficient solution. Each of the control methods
will, over the full range of its effectiveness, have an associated
cost function which relates the unit costs of improving the water
quality. These cost functions should include all quantifiable costs
including design, construction, operation, maintenance, replacement,
and loss of benefits to other water uses. Since alternatives will
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normally have different expenditure schedules the cost should be
expressed in terms of present worth and must be appropriately dis-
counted. In addition to the required cost functions, any factors
which may limit the applicability of each alternative must be
identified. The cost functions along with any constraints can
be utilized to conduct a logical analysis to determine the com-
bination of abatement methods which offer efficient solutions.
For such analysis, regional and metropolitan waste sources may
be lumped into single point sources. As pointed out above the
basin plan provides an overview to ascertain the allocation of
the waste carrying capacity of the receiving water to the various
regional and metropolitan areas and to other sources. Detailed
locations of waste sources within metropolitan and regional areas
should, in most cases, not be of concern in the basin plan.
Alternatives should be examined with respect to their potential
to upgrade urban areas, establish parks or other programs and
to increase public use and enjoyment of environmental resources
as well as their effect on water quality alone. Compatibility
with plans of other Federal agencies and regional land use plans,
State Program Plans, and Enforcement Conference recommendations must
be assessed as should the relevance of such factors to goal attainment.
To assure that actions taken to achieve water quality control have a
minimum adverse effect on the environment, the environmental impact
of each alternative must be assessed. When adverse effects on land
or air resources cannot be avoided, they should be included in the
analysis in such manner that the abatement strategy will minimize
them.
e. Water Quality Management Strategy. The alternative selected
that provides the most cost effective strategy for achieving the plan
objectives, considering the social and environmental factors, will be
explained in this section with emphasis on:
(1) Allowable waste loads from each "regionally combined"
and "other" point sources.
(2) Requirements for non-point sources.
(3) All water quality control measures which are elements
of the abatement strategy.
(a) Sewerage facilities.
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(b) Flow regulation.
(c) Diversion from basin.
(d) In-stream modification.
(e) Water reuses.
(f) Control of wastewater quantities through zoning
and/or planned growth.
(g) Relocation of discharge points.
(4) Assigned priorities between the various waste sources
considered.
(5) Communities or areas which would benefit from a regional
plan.
(6) Funding levels required for each time period for the most
cost effective implementation of the plan.
(7) Manpower requirements, availability, and need for training
programs.
(8) Existing institutional entities and their responsibilities
defined by the governing regulations, laws, and ordinances.
(9) Responsibilities for implementation of the plan including
financing, construction, facility operation, evaluation of effectiveness
of abatement methods, etc.
(10) Legislative and/or institutional changes which would
aid in implementation of the plan.
(11) The environmental impact.
(12) The relationship of the plan to plans of other resource
agencies.
A. UPDATING PROCEDURES. Recognizing that effective water quality
management for a basin requires continual evaluation to consider
changing waste loads, water uses, hydrographic conditions, technological
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advances, standards of living, public demands, legislative authority, in-
stitutional arrangements, national and regional fiscal priorities, etc.,
it is imperative that the methodology for developing the plan be flexible
to accommodate revisions in the operation of the plan. The methodology
presented heretofore provides guidelines which can be used to prepare a
water quality management plan for a basin and which can be used for up-
dating and revising the plans. For example a change in legislative
authority or in existing institutional arrangements in a basin could
result in additional feasible alternatives. The strategy would then
be revised to be consistent with the updated set of alternatives.
Paramount in the updating procedure, is an assessment of the effective-
ness of the strategy previously undertaken. A water quality monitoring
program should be established to satisfy this need. In addition, such
a program would also define weaknesses in the premises on which the
strategy is based. The water quality monitoring program needs to be
coordinated with other environmental monitoring efforts.
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APPENDIX 2-A
METHODOLOGY
1. Introduction. There was no specific differentiation, in chapter 2,
between the mathematical analysis procedures required to predict the
quality levels in the receiving waters resulting from waste discharges
and those procedures required to ascertain the cost-effective or least-
cost management strategy. The two are, necessarily, related; however
they may be accomplished as separate steps utilizing different mathe-
matical procedures as discussed in the following paragraph.
2. Analysis Techniques. Mathematical analysis procedures to predict
receiving water quality are generally utilized to define the allowable
waste loads to a receiving water. These predictive models form the
basis for the follow-up cost and/or optimization analysis required to
define the least cost combination of alternatives to meet the plan
objectives.
a. Water Quality Prediction. The classification of the receiving
waters and the problem identification outlined in chapter 2 provides the
basic input to the necessary calculations that are required for the analysis.
For simple cases such as single point sources the determination of the impact
on the receiving water can be a straightforward calculation. In many cases,
however, there are several waste discharges with interrelated effects on the
receiving water which will require more demanding analysis techniques such
as utilization of computerized mathematical models. In either case the
following procedures can be utilized.
(1) Identification of appropriate temporal and spatial scale.
Depending on the water quality parameters being considered, there are
appropriate time and spatial scales which should be utilized in the
analysis.
(a) Temporal scale. In some basins water quality criteria
may dictate an analysis on a relatively small time scale. For example
if the standard for a parameter such as dissolved oxygen (DO) specifies
both concentration and duration (e.g. the DO shall not be below 5.0 mg/1
for more than four hours a day during certain months) it may be necessary
to predict the diurnal variation of DO. For other parameters weekly,
monthly, or seasonal variations may suffice and in still others only
the annual or long-term variations may be required.
(b) Spatial scale. The spatial scale utilized in the
analysis should be consistent with the time scale utilized but may also
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be governed by the geometry of the system (location of tributaries, etc).
Analysis of localized problems near a waste outfall may require a de-
tailed representation of the receiving water. The spatial scales should
reflect the characteristic lengths over which concentrations are assumed
to be uniform. For example, in a river it is usually valid to assume
vertical and lateral variations in concentration are small by comparison
to the longitudinal variation. The longitudinal scale may be dictated
by the location of waste sources, reach lengths specified by water
quality standards, hydraulic and mixing characteristics, etc.
(2) Data Evaluation and Screening. Regardless of the complexity,
a mathematical water quality model or analysis technique usually has little
a_ priori validity. It is therefore necessary to verify the model against
prototype data. Hence, data evaluation and screening must be accomplished
for the relevant input variables as well as the water quality variables of
interest to set the averaging intervals over which data are processed and
also the significant trends in the data which the mathematical model can
be expected to reproduce. Existing data should be gathered from all
available sources and its usefulness assessed in terms of the time
and space scales required for the mathematical model. If significant
data gaps exist it may be necessary to collect additional water quality
data or to conduct field investigations (e.g. tracer studies) to provide
the necessary data for verification. A statistical analysis of the ob-
served data may be required to ascertain short term variations (tidal or
diurnal periodicity), long term trends, or degree of randomness.
(3) Kinetic Specifications. The interrelations of the variables
implicated in the problem identified must be specified in order to continue
the model construction. Variables can be grouped into the following classi-
fications :
(a) Conservation-non-interacting (e.g. salinity, total dis-
solved solids, total phosphorus, total nitrogen).
(b) Non-conservative - first order kinetics (e.g. BOD,
coliforms).
(c) Sequentially reacting variables - first or higher order
kinetics (e.g. BOD-DO, nutrient cycles, etc.).
(4) Interactive coefficient identification. The model coefficients
which represent the particular characteristics of the body of water being
considered are evaluated based on a set of observed concentrations. The
interplay of the calculated model output and the available data produces
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a best set of the unknown coefficients which describe the various physical
and chemical processes about which little is known a^ priori. In addition
to the water quality variables of interest, it is often prudent to in-
vestigate concentration patterns of other variables for which adequate
data is available as an additional verification of the model. Thus, for
example, in estuaries the salinity distribution is usually considered
even if no water quality significance is attached to the salinity dis-
tribution.
(5) Verification of model veracity. A major portion of the effort
in constructing a mathematical model of the water quality of a body of water
is devoted to the verification of the model. Although a difficult and time-
consuming task, it is the only way to establish the necessary validity and
to render the model useful for planning purposes. The procedure usually
followed is:
(a) Examine model output using the coefficients established
and compare to a different set of data, (e.g. higher flow, lower tempera-
ture, different load).
(b) Check a goodness of fit of the observed data to computed
values.
(c) Reevaluate any changes in coefficients and repeat pro-
cedure.
(d) The result is a model that should reasonably reproduce
observed data.
(6) Sensitivity to system parameter variation. During the
verification procedure, it is usually the case that certain parameters
of the model have a more drastic effect on the model predictions than
other parameters. A sensitivity analysis can be conducted by varying
the model coefficients in a systematic way to determine the effect on
the predictions. The system response may be linear to some parameters
(e.g. waste loads) but non linear to others (e.g. the Interaction rates).
b. Optimization Analysis. A general discussion of the requirements
for determining a cost-effective strategy for water quality management
was provided in chapter 2. For certain cases, tradeoffs between alter-
natives may be obvious without formal mathematical analysis. For many
cases, however, efficient combinations of water quality management tactics
cannot be assured without more demanding mathematical analysis procedures.
These routines are generally structured to logically compare each of the
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alternatives, in terms of its cost and its effectiveness, and to choose
those alternatives or combinations of alternatives which meet the specific
water quality objectives at the least cost, without violating any of the
identified constraints.
3. Available Models. Reports are available which describe various existing
mathematical models. Except as noted copies are available at the Clearing-
house for Federal Scientific and Technical Information, Department of
Commerce, Springfield, Virginia, 22151. Paper copies are $3.00 each
and microfiche copies are $0.95 each. Available reports include:
a. Pisano, W.C., "River Basin Simulation Program," Federal Water
Quality Administration, August, 1968, Clearinghouse No. AD 673564,
b. Feigner, K.D. and H.S. Harris, "Documentation Report -
FWQA Dynamic Estuary Model," Federal Water Quality Administration,
July 1970.
c. Goodman, A.S., and R.J. Tucker, "Use of Mathematical Models
in Water Quality Control Studies," Federal Water Quality Administration,
16090 07/69, ORD-6, July, 1969, Clearinghouse No. PB 189293.
d. Pyatt, E.E., et al., "A Model for Quantifying Flow Augmentation
Benefits," Federal Water Quality Administration, 16090DRM09/69, September
1969, Clearinghouse No. PB 188208.
e. Kerri, K.D. "Complementary-Competitive Aspects of Water
Storage," 16090DEA12/69, December, 1969, Clearinghouse No. 190197.
f. Graves, G.W., A.B. Whinston, and G.B. Hatfield, "Mathematical
Programming for Regional Water Quality Management," Federal Water Quality
Administration, 16110 FPX08/70, August, 1970, U.S. Government Printing
Office, Washington, D.C., Price $1.25.
g. Dickson, N.P., D.W. Hendricks, A.L. Huber, and J.M. Bagley,
"Development of a Hydro-Quality Simulation Model," Federal Water Quality
Administration, 16090 DWR06/70, June, 1970, Clearinghouse No. 194065.
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TABLE OF CONTENTS
CHAPTER 3. METROPOLITAN/REGIONAL PLANS
Paragraph Paragraph
Titles Numbers
Purpose 1
Methodology 2
Water Quality Management Plan 3
Updating Procedures 4
Appendix 3-A Regionalization
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CHAPTER 3. METROPOLITAN/REGIONAL PLANS
1. PURPOSE. The metropolitan regional plan defines the strategy
which results in the most cost effective solution for the waste water
disposal problems within the planning area. The basin plan, as dis-
cussed in Chapter 2, should define the allowable total waste discharge
to the receiving water from each Metropolitan/Regional (M/R) area.
Therefore within each M/R area the objective is to allocate this allow-
able discharge among the individual waste sources. Whereas the basin
plan may lump the total waste discharge from the M/R area into a single
point discharge, the M/R plan must consider each waste discharge in-
dividually. The task becomes one of coordinating these individual
waste sources into a regional system. This does not necessarily imply
a single treatment facility for the M/R area; rather it implies a co-
ordinated and unified planning effort within a M/R area to assure the
most cost effective water quality management program for the area as
a whole consistent with the overall strategy for the basin, as defined
in the basin plan (see Appendix 3-A for further discussion).
2. METHODOLOGY. In a M/R area the analysis must be concerned with sizing
and locating components such as interceptors, trunk sewers, treatment
facilities, and outfalls. Generally the analysis cannot be limited to
tradeoffs between pollution control methods as was the case in the basin
plan. The actual number of components considered will vary greatly from
one M/R area to another; therefore the analysis procedures must accommo-
date either simple or complex cases. A framework for the analysis is
presented in Appendix 2-A.
3. WATER QUALITY MANAGEMENT PLAN. This plan should define the most
cost effective configuration of components which will be necessary
to limit the total waste contribution from the M/R area to that de-
signated in the basin plan. The essential elements of the plan, in-
cluding the basic premises on which the plan is based, should be set
forth in a concise manner. These elements include:
a. Statement of Plan Objectives. In addition to achieving water
use goals as explained in Chapter 2, the M/R plan should determine the
configuration and mix of components necessary to limit the waste con-
tribution to those quantities stipulated in the basin plan. The M/R
plan must also include the scheduling of these components, giving
weight to present value of discounted future expenditures. The plan
should indicate the relationship of the objectives to the areawide
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goals, objectives and land use elements of the area-wide comprehensive
planning as adopted by the APO.
b. Statement of the Problem. Similarly to the basin plan the
following items should be covered:
(1) Physical System. The classification and discussion of the
physical factors is given in Chapter 2, paragraph 3.b.(l);in addition
the M/R plan should delineate the:
(a) Metropolitan/Regional area showing present and
anticipated boundaries including service areas for each 5-year period
within the long term time frame.
(b) Present and proposed land use and zoning.
(c) Principal collection and transmission systems for:
1. sanitary wastes
2. combined sewers
3. storm sewers
(d) Major treatment works and discharge points.
(2) Social and Economic Analysis. In the basin the projections
of land use, population, industrial, and agricultural de.velopin'int will
only indicate gross trends and generally will not include detailed pro-
jects within M/Tl areas. For a M/Tl plan growth patterns within the area
must be determined from a social and economic analysis of existing metro-
politan development. Trom this base, the possibilities for future expansion
and the need for new treatment sites can be estimated. The emphasis should
be for 5 year intervals with long term projections being for 20 years or
more. These analyses should consider:
(a) Land use, markets, and resource base. The current land
use should be considered in the context of the limitations or opportunities
it may place on growth.
(b) Population The working force in an area is a reservoir
whose characteristics will help determine the future expansion of both in-
dustrial and service sectors.
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(3) Identification and Quantification of Present and Probable
Future Waste Inputs. The economic analyses developed in the preceding
sub-paragraph provide estimates of population, industrial, and agricultural
growth. These serve as a base for estimating the locations, quantities,
and characteristics of future waste flows and should also indicate changing
urban runoff problems.
Water Uses and Quality Criteria. The factors which must be
studied are the same for both Basin and M/R plans. These factors are
outlined in Chapter 2, paragraph 3.b.(4). The M/R plan should address
only those waters X'/ithin the basin affected by the M/R area, i.e., those
within and downstream from the area.
c. Planning Premises . The analysis should not be conducted with-
out consideration of the various factors which may limit implementation
of any of the alternatives.
(1) Waste Quantity. The overriding constraint in the analysis
is that waste quantity limitations set by the Basin Plan will not be
exceeded. This constraint can be expressed in functional form which de-
fines the contribution of each component to the allowable waste quantities.
(2) Treatment. Existing Federal and State policies dictate a
minimum treatment level for wastewater which does not necessarily relate
to the physical requirements of meeting water quality criteria. Techno-
logical limitations may also define upper limits for removal efficiencies
of many water quality parameters. Such treatment constraints can be
incorporated into the analysis to assure compliance with existing policies
and to safeguard against unattainable solutions.
(3) Political, Jurisdictional , and Administrative. Some
technically feasible alternatives may in certain cases, be constrained
because of the absence of a legislative base for implementation.
Additionally Jurisdictional problems can exist because of the vested
interests of many institutional entities which may exist in a basin
or M/R area. Where conflicts of interest affect any of the abatement
alternatives, they must not only be recognized as constraints in
the analysis, but organizational or other institutional remedies
should be proposed.
(4) Resource Availability. Without knowledge of resource
availability for each timeframe the analysis technique can only deter-
mine the most cost effective sequencing of construction. The plan must
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therefore specify the necessary resource levels for each time period to
accomplish the objective within the desired timeframe. The actual funding
level for any time period may, however, preclude implementation of the most
cost effective construction schedule. Even with such a constraint the
analysis procedure can be utilized to ascertain which facilities should
be constructed for any given funding level. Thus the funding level at
each time step may dictate the implementation schedule.
d. Alternatives. Certain of the alternative abatement methods
enumerated in Chapter 2, paragraph 3.d, are not alternatives for the
M/R plan. The streamflow which will be maintained within the M/R area
has been determined in the basin plan. Similarly if diversion from the
basin is indicated it was stipulated in the basin plan. These two factors
would thus become fixed for the M/R analysis. The remaining alternatives
listed in Chapter 2 are still viable. Additionally for the M/R area the
analysis must consider tradeoffs between combining treatment facilities,
transmission facilities, and final disposal methods. As in the basin
plan each alternative must have an associated cost function. In this
case the function relates the unit costs of waste removal. These cost
functions should include all quantifiable costs including design, con-
struction, operation, maintenance, replacement, transmission, and final
disposition of the effluent. Since these alternatives will have different
expenditure schedules the cost should be expressed in terms of present
worth using an appropriate discount rate. This also allows the direct
comparison of the alternatives. In addition to the required cost
functions any factors which may limit the applicability of each
alternative must be identified. The cost functions along with
the constraints can be utilized to conduct a logical analysis to
determine the configuration of components which will result in
the most cost effective solution for the M/R area. Alternatives
should be examined with respect to their potential to upgrade
urban areas, establish parks or other programs and to increase
public use and enjoyment of environmental resources as well as
their effect on water quality alone. Compatibility with plans of
other Federal agencies and Land Use Plans, State Program Plans, and
Enforcement Conference recommendations should be assessed as should
the relevance of such factors to goal attainment. To assure that
actions taken to achieve water quality control have a minimum adverse
effect on the environment, the environmental impact of each alternative
must be assessed. When adverse effects on land or air resources cannot
be avoided they should be included in the analysis in such a manner that
the abatement strategy will minimize them.
e. Water Quality Management Strategy. The pollution control plan
selected for the M/R area from the alternatives above should here be
explained with emphasis on:
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(1) Water quality control measures which are elements of
the strategy.
(a) treatment
(b) in-stream modification
(c) water reuse and manufacturing process changes
(d) control of x^astewater quantities through zoning
and/or planned growth
(e) relocation of discharge points
(2) Assigned priorities between the various waste sources
considered.
(3) Funding levels required for each time period for the most
cost effective implementation of the plan.
(A) Manpower requirements, availability, and need for training
programs.
(5) Existing institutional entities and their responsibilities
as defined by the governing regulations, laws, and ordinances.
(6) Responsibilities for implementation of the plan including,
capital improvement programming, financing, construction, facility
operation, evaluation of effectiveness of abatement methods, etc.
(7) Legislative and/or jurisdictional changes which would
aid in implementation of the plan.
(8) The environmental impact statement.
(9) The relationship of the plan to plans of other
resources agencies.
4. UPDATING PROCEDURES.
a. M/R Plan. A discussion of updating basin plans is included in
Chapter 2, paragraph 4. The same discussion applies for both M/R and
basin plans.
b. Basin Plan. The development of the M/R plan might result in
inconsistencies between it and the basin plan. For example updating
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of the basin plan would be indicated if the M/R plan identified either
of the two following situations:
(1) The M/R plan indicates a lower cost of meeting its
allowable discharge than was estimated in the analysis for the basin
plan.
(2) The social and economic analyses in the M/R plan show
significant differences in any of the follox^ing factors when compared
with the estimates utilized in the basin plan; 1) costs of abatement
methods; 2) quantity of waste generated; 3) characteristics of the
wastes; or 4) critical locations of waste discharges. In such cases
it may be necessary to reevaluate the predictions of receiving water
quality developed in the basin plan. The analysis procedures dis-
cussed in Appendix 2-A, can be utilized for this purpose. Such
analysis thus redefines the total allowable waste discharge from
the M/R area and updates the basin plan.
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APPENDIX 3-A
REGIONALIZATION
Regionalization implies a single administrative agency which plans,
constructs and manages all waste water facilities in an area. Certain
economies accrue from centralizing the functions of personnel, laboratories
and maintenance. Other economies may accrue from planning a configuration
of facilities. The agency can plan development of the facilities such that
cost effective configurations result. Small treatment plants can be
avoided and economies of scale can be realized by construction of the
proper facilities. Trunk sewers are evaluated and the total cost of
all facilities to the users defines the proper configuration. The
overriding constraint in water quality planning is the maintenance of
water quality goals. With the advent of reliable and effective ad-
vanced waste treatment facilities, it is now feasible to consider
maintaining good quality xraters in small streams by high performance
treatment facilities. The cost effective strategy may be several of
these facilities dispersed throughout the metro area rather than one
large centralized facility with its attendent trunk sev,'ers.
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TABLE OF CONTENTS
CHAPTER 4. WATER QUALITY OFFICE PLAN EVALUATION PROCEDURES
Paragraph Paragraph
Titles Numbers
Purpose 1
Procedures 2
Responsibility 3
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CHAPTER 4. WATER QUALITY OFFICE PLAN
EVALUATION PROCEDURES
1. PURPOSE. This chapter defines the procedures and criteria for EPA
evaluation and acceptance of the water quality management plans. The
objective is to insure that the plans developed meet the requirements
of 18CFR601.32-33 and provide the basis for up-dating implementation
plans to meet water quality standards in a timely manner. The criteria
for evaluation must be flexible, giving greater tolerance and subjec-
tivity to interim plans.
2. PROCEDURES. The following procedures are to be used in evaluating
plans.
a. The review and evaluation xvill include:
(1) An evaluation to assure that compatibility with other
plans as mentioned below has been covered in the plan and that State
clearinghouses have considered any grant applications that are part of
the plan. The planning program office at the regional level should
have knowledge of the available plans and documents in existence.
Examples include land use plans, water resource agency plans, outdoor
recreation and other environmental enhancement plans, water quality
standards and uses, maps, enforcement conference transcripts,
and current economic base forecasts.
(2) An evaluation to verify that the proposed abatement program
will meet the reouired water quality standards or intended water use in
a cost-effective manner to provide assurance of reasonable use of
investment. This evaluation should determine for example that:
(a) Interacting sources of pollution which may prevent
full realization of water quality objectives associated x^ith the pro-
posed project are included in an abatement schedule, or their abatement
depends chiefly on practical technological developments.
(b) Water uses are protected. Where these users are not
yet established through the water quality standards program, it must
be determined that the proposed project will protect those uses
identified at the local level.
(c) The objectives of regional waste management systems
have been weighed and the proposed project costs represent a reason-
ably cost-effective approach. This approach should consider treatment
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plant and interceptor capital costs, operation and maintenance costs,
manpower utilization, and the effects of time, interest rates and risk
exposure on the sum of the total costs. All present sources of pollution
to be included in the plan, as well as sources to be omitted, and the
explicit reasons for omission should be explained.
(d) Important institutional barriers should be described
especially respecting regional waste management systems, funding and
legislative authority, and proposed solutions or approaches should be
presented.
(e) Environmental compatibility of all proposed water
quality control programs should be assured. See FWOA Order COM 3200.1.
(f) T!anpower factors regarding availability and utilization
should be considered.
(3) A verification to ascertain that the items, specified by
the regulations and guidelines, are covered for the specific type and
geographic area of the plan.
b. If the plan meets the criteria set in Chapters 1, 2, and 3,
the responsible reviewer at the regional planning office should
prepare a memorandum or standard form for the Regional Director
indicating that he has found the plan acceptable; the Governor or his
designee should be notified of the acceptance as described herein. The
State and appropriate local clearinghouses should be notified by KPA
when a plan is accepted.
c. If the plan does not meet the criteria the Regional Director
should notify the Governor or his designee of the deficiencies and should
arrange a meeting with State and local officials to discuss and assist in
revisions.
d. When the plan is accepted, it should be made available to the
other regional programs and monitored for accomplishment. The WCO is
provided those proposed projects in the abatement program identified
as potential construction grant projects along with the project schedule.
3. RESPONSIBILITY.
a. Headquarters will set guidelines and general policy. Where
disagreements over plans are not resolved between the State and
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regional office, these will be referred to Headquarters.
b. Regions will be responsible for acceptance of plans that meet
the criteria set by Headquarters. Regions are also responsible for
maintaining close working relationships with the Governor's designee
to insure that fully coordinated plans are developed.
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TABLE OF CONTENTS
CHAPTER 5. EVALUATION OF CONSTRUCTION GRANT
APPLICATIONS FOR CONFORMANCE TO PLANS
Paragraph Paragraph
Titles Numbers
Purpose 1
Authority 2
Regional Office Responsibilities 3
Headquarters Responsibilities 4
Activity Chart 5
Figure 5-5.1.-Activity Flow
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CHAPTER 5. EVALUATION OF CONSTRUCTION GRANT APPLICATIONS
FOR CONFORMANCE TO PLANS
1. PURPOSE. This chapter describes the general responsibilities and
procedures for evaluation of construction grant applications for
conformance to basin or metropolitan/regional plans.
2. AUTHORITY. The Regional Directors are to determine whether pro-
posed projects are in conformance with accepted certified plans.
3. REGIONAL OFFICE RESPONSIBILITIES.
a. The region responsible for the administration of the Facilities
Construction Program within a State is responsible for coordinating
the evaluations to determine that a proposed construction project is
in conformance with basin and metropolitan/regional plans. Assistance
will be requested from other regions as required; coordination and
control of documents relating to individual projects should be
centralized in Regional Facilities Construction Offices (FCO).
b. The Regional Water Quality Planning Office will be provided a
copy of the application and supporting documents. Concurrent with the
administrative and engineering review by the Facilities Construction
Program, the Planning Office will determine whether:
(1) The proposed project conforms with applicable certified
basin plans and regional/metropolitan plans described in these guide-
lines (see Chapter 4) and as specified in 18CFR601.32-33 and that no
changes have occurred which would have modified the plan.
(2) The proposed project conforms with the basin priority
set forth in the basin plan and the State-wide priority set forth in
the State Program Plan.
c. Upon completion of the evaluation, the Planning Office will:
(1) Prepare a report of the planning evaluation and certify
that the applicable requirements of 18CFR601 have been met as well as
the requirements of EPA Planning Guidelines within 14 calendar days
or less from the receipt of the application (or the time that FCO
uses for their technical review). Provide a copy for the Facilities
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Construction Office files.
(2) In the event that the evalution determines that the
application fails to conform to the applicable requirements of
18CFR601.32-3 and the EPA Planning Guidelines, immediately notify the
Facilities Construction Office. It is expected that coordination and
communication to assure effective action on correcting inconsistencies
with proposed projects and plans will be the responsibility of the
Planning office.
(3) In the event that efforts to resolve planning inconsis-
tencies at the Regional level are unsuccessful, the Regional Director
will refer the application, with recommendations, evaluations and
correspondence to the Assistant Commissioner for Operations.
4. HEADQUARTERS RESPONSIBILITY.
a. The Assistant Commissioner for Operations will direct the
Division of Planning and Interagency Programs (DPIP) and Division of
Facilities Construction and Operation (DFCO) to review jointly all
applications referred to Headquarters because of planning deficiencies
relative to 18CFR601.32-3 and to make recommendations thereon for his
consideration. The Division of Planning and Interagency Programs is
responsible for coordination of planning elements with other relevant
WQO program elements and will solicit specific comments and assistance
from State program and enforcement, and manpower and training elements.
The Division of Planning and Interagency Programs x
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