This
subject outlines the basic elements involved in the determination
and allocation of the costs of service to the various classes
of customers, as well as the development of rates to equitably
recover the costs of service from each class of customers
(Figure 1). It is intended for self-sustaining water systems
to assist them in developing adequate, fair, and equitable
water rates.
1. DETERMINATION OF REVENUE REQUIREMENTS
In
providing adequate water service to its customers, every
water utility must receive sufficient total revenue to ensure
proper operation and maintenance (O & M), development
and perpetuation of the system, and maintenance of the utility's
financial integrity. The first step in utility rate making
is to determine the total annual operating revenue requirements
for the period in which the rates are to be effective. The
revenue requirements are the costs of service to be derived
from rates.
One
generally accepted and practiced approach to projecting
total revenue requirements of a water utility is the cash-needs
approach. The essence of the cash-needs approach is that
the revenues of the utility must be sufficient to cover
all cash needs, including debt obligations as they come
due, for the period over which the rates are intended to
be adequate.
Basic
revenue-requirement components generally include O &
M expense, debt-service requirements, and capital expenditures
not debt-financed.
The
O & M expense component of revenue requirements is based
on actual expenditures derived from accounting records with
adjustments to reflect the level of expenditure anticipated
to be incurred during the period that rates are to be effective.
Those revenue requirements of the utility that are generally
classified as O & M expenses include salaries and wages,
employee fringe benefits, purchased power, other purchased
services, rent, chemicals, other materials and supplies,
smaller items or equipment that do not extend the useful
life of major facilities, and general overheads.
The
debt service components of the revenue requirements consist
of principal and interest requirements on loans outstanding
during the period that rates are effective. The amount of
cash required to pay principal and interest on outstanding
debt is obtained from established debt-service schedules.
The
establishment of the cash requirement for future plant improvements
or additions is a decision generally affected by the nature
of investment and utility financing policies. Capital expenditures
(capex) are generally classified into three broad categories,
viz., replacement of existing facilities, normal extensions
and improvements, and major capital improvements and replacements.
Other
cash revenue requirements that may be required to be financed
from water system revenues might include equity and reserve.
Such additional requirements depend on each local situation
and should be considered where applicable.
Revenue-required
projections. Among the more significant problems confronting
water utilities in recent years has been the impact of inflation.
Rapidly escalating costs have affected every component of
revenue requirements.
One
of the most effective methods used to cope with the problem
of rapidly increasing costs is the use of a "forward
looking," or prospective, rate period, whereby rates
are established to meet projected revenue requirements for
a specified period. Table
4-1 shows the prospective projection of the cash revenue
requirements of a hypothetical utility for a future five-year
period and include O & M expense, debt-service requirements,
reserve requirements, and capital improvements not debt-financed.
The
example in Table
4-1 illustrates that revenues under existing rates are
adequate to meet cash requirements in Year 1 but that revenues
under existing rates are insufficient in subsequent years.
Such an illustration reflects prudent planning in that Year
1 could very well be the current year, for which projections
show that revenues will be adequate to meet revenue requirements
but that projections for next year, Year 2, show a need
for additional revenues.
In
allocation of costs customer classes and design of rates,
a period for which the initial rate change is to be adequate
is usually considered to be the test year. For this example,
it is assumed that rates are to be designed for a one-year
period. Year 2 with subsequent rate changes possible necessary
to meet the requirements in Year 3 and on.
Projection
of expenses in the detail shown in Table-4-1is important
for two reasons. First, it provides for small elements of
expenses to be more accurately analyzed and projected. Second,
the total requirement for O & M expense is separated
into cost elements that are readily assignable to appropriate
functional cost components in the cost-of-service allocation
phase of the rate stud analysis.
The
total test-year requirement, Year 2, in the example amounts
to P3,727,000.00. This represents the total annual cost
of service to be derived from rates anticipated to be incurred
by the utility in the test year for providing service during
the period of which rates are being designed.
The
projected revenue requirements shown in Table
4-1 reflect the cash-needs determination of revenue
requirements referred to at the beginning of the chapter.
The
prospective procedure develops the revenue requirement for
costs, both capital and operating, that are anticipated
for the period that rates will be in effect. It is essential
to first develop adequate historical data to serve as a
basis for projecting future requirements. Historical data
also provide the basis for the bridge between the actual
costs of the past and the projected costs of the future.
It has been the general practice to establish rates based
on an actual historical test year, with certain adjustments
to historical costs being allowed for known and measurable
changes. Typically, such adjustments might include increases
in salary and wage expenses resulting from a negotiated
labor agreement, known increases in costs for electric power,
fringe benefit adjustments, and the like.
While
most revenue requirements usually need to be met from rates
applicable to water service, some other revenue is derived
from miscellaneous income items such as rentals and interest
on invested capital.
2. ALLOCATION OF COSTS TO THE FUNCTIONAL COMPONENTS OF THE
COST OF SERVICE
Consistent
with the exercise of appropriate conservation considerations
in providing service, a water utility is required to supply
water in total amounts and at such rates of use as desired
by the customer. A utility incurs costs in relation to the
various expenditure requirements caused by meeting those
customer needs. The costs to the utility of providing service
vary among customers or classes of customers.
In
seeking equitability in charges to the different customers,
the basic premise in the establishment of adequate rate
schedules is that they should reflect the cost of providing
water service. A sound analysis of the adequacy of charges
requires allocation of costs among the customers commensurate
with their service requirements in order to recognize differences
in costs of furnishing service to different types of customers.
The
purpose of cost allocation is to express the total utility
cost of service, including O & M expense, debt service,
and capital expenditures, in terms of:
Costs
associated with supplying both the customer's average and
peak rates of use or demands.
Costs related to customer meters, services, and accounts.
Direct costs incurred to provide for fire protection.
Those costs by functions, in turn, are further distributed
to customer classes on the basis of their particular requirements
for service.
Utility
costs are allocated, or assigned, in two steps: first to
appropriate cost components, then to customers. The cost
components vary, depending on the basis of allocation used.
One generally used method of cost allocation is the commodity-demand
method. The cost allocation includes:
Allocation
of costs applicable to the functional cost components of
commodity, demand, customer, and direct fire-protection.
Distribution of costs by the various cost components to
respective classes of customers in accordance with the respective
responsibility of the customer classes for each of the component
costs.
Commodity costs are costs that tend to vary with the quantity
of water produced. They usually include costs of chemicals,
a large part of power costs, and other elements that increase
or decrease almost directly with the amount of water supplied.
Costs related to impounded reservoir source of water supply
or other costs that vary with average daily demands, such
as raw-water transfer pumping costs, may also be considered
as commodity costs. Purchased-water costs, if water is bought
on a unit volume basis, would also be considered as commodity
costs.
Demand
costs are associated with providing facilities to meet the
peak rates of use, or demands, placed on the system by the
customers. They include capital-related costs on plant to
meet peak requirements plus the associated O & expenses.
Customer
costs comprise those costs associated with serving customers,
irrespective of the amount or rate of water use. They include
meter reading, billing, and customer accounting and collecting
expenses, as well as maintenance and capital costs related
to meters and services. In detailed studies, the costs for
meter reading and billing and for customer accounting and
collecting may be considered as one subcomponent and maintenance
and capital costs on customer meters and services may be
considered as another subcomponent.
Direct
fire-protection costs are those costs that are applicable
solely to the fire-protection function. Usually, such costs
are simply those directly related to public fire hydrants
and related branch mains and valves. It should be noted
that the costs allocated to the direct fire-protection cost
component are usually only a small part of the total cost
of fire protection.
Table
4-2 presents an example of allocation of rate base.
Each element of utility plant is assigned to commodity,
demand, customer, or direct fire-service functions. The
results of the allocation of rate base to the various cost
components provide a basis for subsequent distribution of
rate base, and capital costs related thereto, to customer
classes.
For
purposes of this illustration, the various elements of rate
base in the table are the net book value (original cost
less accrued depreciation) of the water system, based on
the accounting records of the utility as projected for the
test period.
Investment
in source of supply, land, land rights and impounded reservoir
structures in this example is allocated 100 percent to the
commodity cost component in recognition of the fact that
such facilities are sized principally to meet annual supply
requirements in total, whether or not variations in daily
needs are experienced.
Pumping
plant and treatment plant, which meet maximum-day demands,
are allocated 100 percent to the maximum-day demand cost
component. Treated-water mains, which serve maximum-hour
demands, are allocated 70 percent to the maximum-day demand
cost component and 30 percent to the maximum-hour demand
cost component. Rate base for distribution storage is allocated
100 percent to the maximum-hour demand cost component.
Meters
and services are allocated to the customer cost component.
Fire hydrants are allocated to the direct fire-service cost
component.
The
value of office buildings, furnitures and equipment, vehicles,
and other general plant is allocated to cost components
on the basis of the resulting allocation of other plant
facilities.
Construction
work in progress is allocated to cost components on the
same basis as elements of plant in service. In this example,
it is assumed that all construction work in progress is
transmission and distribution mains.
In
some water utility systems, the accounting records will
show contributions in aid of construction that ordinarily
are deducted from the rate base before applying rate-of-return
percentages. Contributions should be deducted from plant
value in accordance with the purposes for which the contributions
were made. The example illustrated in Table
4-2 assumes that all contributions in this instance
are related to customer meters and services.
Table
4-3 presents an example of the allocation of depreciation
expense. The categories of items of depreciation expense
are allocated to cost components in the same manner as described
in the allocation of rate base.
Table
4-4 presents an example of allocation of O & M expense.
In general, O & M expense for each facility is allocated
to cost components in a manner similar to that for rate
base. However, chemical costs, which tend to vary with the
amount of water produced, are assigned 100 percent to the
commodity cost function. Pumping power costs are allocated
71 percent to commodity cost and 29 percent to maximum-day
demand cost in recognition of the fact that power costs
vary with demand.
Employee
benefits are allocated on the basis of the allocation of
salaries and wages. Insurance is allocated on the basis
of test-year rate base in Table
4-2. Other administration and general expense is allocated
on the basis of all other expenses, exclusive of power and
chemicals.
3.
DISTRIBUTION OF THE FUNCTIONAL COSTS OF SERVICE TO CUSTOMER
CLASSES
The
cost of providing service can reasonably be determined for
groups or classes of customers that have similar water-use
characteristics and for special customers having unusual
water-use or service requirements. It is an objective of
rate making to assign costs to classes of customers in such
a manner that rates can be designed that are nondiscriminatory
and meet as nearly as possible the cost of providing service
to such customer classes.
The
three principal customer classes typical of most water utilities
are residential, commercial, and industrial. Definition
of these general customer classes differs among utilities,
but in very broad terms, the following definitions are common:
Residential
- One-and two-family dwellings, usually physically separate.
Commercial - Multifamily apartment buildings and nonresidential,
non-industrial business enterprises.
Industrial - Manufacturing and processing establishments.
For specific utilities, there may be a breakdown of these
general classes into more specific groups. For example,
the commercial customer group may be subdivided into Commercial-A,
Commercial-B, and Commercial-C.
In
addition to the principal classes of service previously
described, water utilities often provide service to certain
special classes of customers. Two of those considered here
are wholesale service, and fire-protection service.
Wholesale
service is usually defined as a situation in which water
is sold to a customer at one or more major points of delivery
for resale to individual retail customers within the wholesale
customers service area.
Fire-protection
service has characteristics that are markedly different
from other types of water service. The service provided
is principally of a standby nature - that is, readiness
to deliver relatively large quantities of water for short
periods of time at any of a large number of points in the
water distribution system while the total annual quantity
of water delivered is relatively small.
As
a step toward rate design, component costs may be distributed
among customer classes in the proportion that the respective
class responsibility for those costs bears to the total
cost responsibility of all customer classes served by the
system. This applies for each of the component costs of
service. Responsibility for each component may be expressed
in terms of the number of units of service required by each
class of customer. The sum of all component costs attributable
to a customer class is the total cost of service to be recovered
from it.
The
total cost of each component, such as commodity cost, may
be divided by appropriate total customer requirements or
unit of service to express a unit cost for each component.
The unit costs of each component serve as a basis for designing
rates. Unit of service is defined as an element of service
for which a cost can be ascertained, such as thousand cu.m.,
hundred cu. ft., million gallons per day, monthly bill,
etc.. As a basis for distributing component costs to customer
classes, it is essential that the units of service attributable
to the respective classes be established for the test year.
This involves determining or estimating the total quantity
of water to be used by each class in the test year and the
peak rates of use by the class, usually for both maximum-day
and maximum-hour rates of use. In addition, a determination
needs to be made of the number of equivalent meters and
services by class, as well as the number of bills by class.
Maximum
rates of use may be expressed in terms of capacity factor
- that is, a percentage relationship of the class maximum
rate of use to average annual rate of use. Thus, if a customer
class maximum-day rate of use is 2.5 times its average rate,
it is said to have a maximum-day capacity factor of 250
percent.
The
total annual quantity of water attributable to fire service
is usually considered to be negligible, at least in relation
to that of other classes.
Customer-related
costs for meters and services may be properly distributed
among customer classes by recognizing factors that are generally
responsible for those costs being incurred. As an example,
a method for distributing meter-and-service costs to customer
classes is in proportion to the investment in meters and
services installed for each customer class, based on the
number of equivalent meters. Typical customer meter-and-service
equivalent ratios based on investment are as follows:
Meter
Size Equivalent Meter-
in. and-Service Ratio
1/2
1.0
3/4 1.6
1 3.2
1-1/2 8.0
2 20.0
3 36.0
4 72.0
Cost
related to billing and collecting may be distributed among
customer classes based on the total number of bills rendered
to the respective classes in a test year. In some instances,
it is appropriate to recognize, through billing ratios,
that billing and collecting for larger services may incur
more cost than for smaller services.
Table
4-5 shows the development of units of service.
Test-year
units of service reflect the prospective average annual
customer water-use requirements during the test-year study
period considered in this example.
For
each customer class, under the heading of Commodity in Table
4-5, the total annual water use in cubic meters is shown,
as well as the average rate in cubic meters per day. Maximum-day
capacity factors are applied to average-day rates of flow
to develop total capacity by class. Extra capacity is the
difference between maximum-hour capacity and maximum-day
capacity. Fire protection service is considered to require
negligible flow on an average basis but 97 cu.m. per day
on a maximum daily basis. Maximum-hour extra capacity is
developed similarly. Maximum-hour fire-protection service
reflects the assumption that flow for fires is concentrated
in a four-hour period.
All
pertinent sources of information need to be investigated
and studies in estimating customer-class capacity factors.
Such data should include daily and hourly pumping records,
recorded rates of flow in specific areas of the system,
studies and interviews of large users regarding individual
and group characteristics of use, specific-demand metering
programs, and experience in studies of other utilities exhibiting
like characteristics. Sound and logical inferences can be
drawn from customer metering information, provided billing
periods are sufficiently short to reflect seasonal differences,
usually not to exceed three-month periods.
Equivalent
meters and services are derived by applying equivalent ratios
to the number of meters of each size by class. The number
of bills is simply the total number of bills rendered annually
for each class.
It
should be recognized that the maximum total capacity on
both a maximum-day and maximum-hour basis for the total
system is the estimate of the sum of noncoincidental peaking
requirements on the system; that is, it is the sum of the
peaks for each class, regardless of the day or hour in which
such peaks may occur.
Component
costs can be directly distributed to respective customer
classes in proportion to the respective units of service
applicable to each class. For instance, costs of service
are distributed among customer classes by application of
unit costs of service to respective service requirements.
Unit cost of service are based on total costs previously
allocated to functional components and the total number
of applicable units of service for the test year. Unit cost
is defined as the cost of producing a unit of a product
or service. An example would be the cost of treating a thousand
cu.m. of potable water for use by the water utility's customers.
Unit
costs are determined simply by dividing the test-year functionally
allocated O & M and capital costs by the respective
total system units-of-service requirements in the test year.
Similar computation are made to determine unit costs for
all other O & M expense and depreciation expense.
The
determination of unit return on rate base is made by first
calculating unit rate base. The functionally allocated total
rate base is divided by respective total system units of
service to yield unit rate base. Subsequently, unit return
on rate base is derived by applying appropriate rates of
return to the unit rate base.
Table
4-6 shows the development of unit costs of service.
For
example, the commodity unit cost for O & M expense of
P1.7682 per cu.m. may be derived by dividing the allocated
commodity O & M expense of P495,100 by the total commodity-component
units of service of 280,000 cu.m. Similar computations are
made to determine unit costs for all other O & M expense
and depreciation expense.
The
determination of unit return on rate base is made by first
calculating unit rate base. The functionally allocated total
rate base is divided by respective total system units of
service to yield unit rate base. Subsequently, unit return
on rate base is derived by applying appropriate retail and
wholesale rates of return to the unit rate base.
Distribution
of costs to customer classes. The distribution of the costs
of service to the utility's classes is accomplished by applying
unit costs of service to individual customer-class units
of water service. Commodity costs are distributed to customer
classes on the basis of total annual use. Demand-related
costs are distributed to the various classes in proportion
to the class total responsibility, and customer costs are
distributed based on equivalent meter and billing requirements.
Table
4-7 shows the cost distribution to customer classes.
As
shown in Table
4-7, residential customers are projected to use 98,000
cu.m. of water in the test year; commercial customers, 48,000
cu.m.; industrial customers, 111,000 cu.m. Applying the
retail commodity cost of P1.9698 per cu.m. to the respective
units of service yield the distributed customer-class commodity
cost of service. By definition, the unit commodity cost
is the minimum rate at which water could be sold after customer
costs are recovered. Wholesale distributed commodity costs
are derived from the application of the unit commodity cost
of P2.1132 per cu.m. to the wholesale commodity unit-of-service
requirements. The higher unit commodity cost reflects the
rate-of-return differential.
Demand-related
costs for maximum-day and maximum-hour service requirements
are distributed to the classes based on the application
of total estimated class service demands and the unit costs
of demand.
Customer
costs, which include the category of meters and services
and the category of billing and collecting, are generally
treated separately in rate studies. Customer costs associated
with meters and services may be distributed to customer
classes on the basis of equivalent meter-and-service cost
factors. Meter-and-service costs are based on the total
number of equivalent 1/2 in. meters and are applied to customer-class
equivalent meter units of service in order to determine
allocated cost of service. Units based on equivalent 1/3
in. meters are used to allow for the fact that customer
costs will vary and tend to increase with the size of the
customer meter and service.
Billing
and collecting costs may be related to the number of bills
issued and, in turn, distributed to customer classes on
the basis of the number of bills rendered to customers within
each class. For example, customer-class responsibility is
determined by applying the billing and collecting unit cost
to the total estimated number of bills in each customer
class rendered for the average rate year.
A
word of caution should be added that may prevent misinterpretation
of the commodity cost of P1.9698 per cu.m. Under no circumstances
is this the cost of water. Even with perfectly uniform use,
demand and capacity costs must be added.
4. DEVELOPMENT AND DESIGN OF A SCHEDULE OF RATES AND
CHARGES TO RECOVER THE REVENUE REQUIREMENTS
The
final step in a cost-of-service rate study is the development
of a schedule of rates to recover, as nearly as possible,
the allocated costs of service from customers. A primary
consideration in the derivation of water-rate schedules
is the establishment of equitable charges to customers commensurable
with the costs of providing that service. Rates are normally
design to fit average conditions for groups of customers
having similar service requirements. Adherence to the results
of the cost-of-service determinations presents a practical
basis for determining equitable water rates. Therefore,
the basic objective of a rate study should be the development
of a rate structure that will attain the maximum degree
of requitability among customers, will be consistent with
local practice and conditions, and will be in the best interest
of both the community and the utility.
The
design of a water-rate schedule that requires each customer
class to pay its full cost of service takes into consideration
unit costs applicable to the level of service rendered.
Recognition of the degree to which each component is involved
in providing the level of service rendered provides a basis
for design of a schedule of rates.
Recovering
customer costs. The method of recovering customer costs,
such as meter reading and billing-and-collecting, should
reflect factors such as meter reading and billing among
customers, and it may consider the greater cost of billing
for large meters and other factors.
Customer
costs related to meter and billing-and-collecting are incurred
regardless of the amount of water, if any, that is used.
These costs are generally recovered through either a minimum
charge or a service charge.
The
minimum charge is usually designed to recover all customer-cost
elements and both the volume and demand-related costs associated
with an allowance for a specified quantity of water usage.
The service charge is designed to recover customer-related
costs and possibly some demand-related costs associated
with readiness to serve, and, consequently, all water use
would be billed under subsequent rate blocks. As with the
minimum charge, the service may be graduated by meter size,
based on an analysis of metering, billing, and other associated
costs for customer services of varying sizes.
Recovering
costs related to volume and demand. An important issue to
be determined in rate design is whether the water rate schedule
will consist of (1) a single rate per unit of volume, irrespective
of the volume of use, or (2) two or more rate blocks. Because
of load-factor effects, the rate for subsequent blocks generally
decline for larger rates of use. Such a schedule is often
referred to as a declining-block schedule. In some instances,
there may be an inverted rate structure, whereby the charge
for use beyond the first block would be priced at higher
rate rather than at declining rates.
Consideration
of the costs of service related to fire protection should
normally be included in a cost-of-service study. Public
fire-protection service would consist of the costs for fire
hydrants and the backup facilities required to provide an
adequate water supply in the event of fire. Charges for
fire-protection service are based on costs not only of direct
facilities, such as public hydrants and fire-service connections,
but also the allocated share of costs for backup facilities
in the water system. Rates for public fire protection are
generally expressed as a total annual charge and may be
expressed as an annual charge per hydrant.
Where
wholesale or sale-for-resale service is provided, a careful
analysis should be made of the cost-of-service elements
entering into such service. It is important to carefully
define and evaluate the cost of providing water on a wholesale
basis and to design the rates accordingly.
Service-charge
design. Customer costs, which are comprised of meter-and-service
and billing-and-collecting related costs, maybe recovered
from customers through a service charge. In addition, a
portion of distribution-main costs as well as a portion
of demand-related costs are sometimes included in the determination
of service charges. No allowance for water use is included
in the development of the service charge, and, therefore,
the commodity and demand costs are recovered in the volume
portion of the rate.
Block-rate
design. Block rates provide a means of recovering costs
for general service classes of residential, commercial,
and industrial users under a single rate schedule by recognizing
the differing water-use and associated cost characteristics
for each class of service. The blocks that ultimately control
the charges for any particular system should be designed
on the basis of customer-class water-use information derived
from historical billing records for that system. Billing
information is tabulated by customer class to establish
quantity of usage and number of bills rendered at various
usage levels.
Fire-protection
service rate design. In the cost-of-service allocations,
fire-protection service has been included as a class of
service separate from regular retail service customers.
Fire protection, like any other class of service, imposes
on the utility certain demands and facility requirements
with associated costs, and charges can be designed to recover
costs for this service. The costs distributed to fire-protection
service may include extra capacity costs associated with
potential demands on the system by public fire-protection
requirements and direct costs related to investment in,
and maintenance of, public fire hydrants.
Minimum-bill
design. Rather than utilizing a service charge that
allows no water use, an alternative minimum charge that
provides a customer with some volume of water for the charge
may be designed as a part of the rate schedule. The initial
block may be designed to recover customer costs and costs
associated with use and capacity requirements of the smallest
users. The remaining blocks are designed in the same manner
discussed previously to recover costs beyond those of the
smaller users.
The
inverted or increasing block rates. The counter part
to declining-block rates. Under such rates, the unit price
rises with each successive block, resulting in both the
incremental and average cost of water increasing with increased
customer usage. The concept of an increasing price per unit
of use frequently arises from the desire for conservation
in total use.
Unmetered
or flat rates. Refer to charges utilized where customer
use is not metered. Such rates are applied to certain measures
of customer service, such as the number of rooms, the number
of plumbing fixtures, and other such elements. Such rates
have been common in the past and continue to be used in
some water utilities. In specific instances where water
conservation is not a significant consideration and the
installation of meters is unpractical, such rates can be
designed to generally recover estimated costs of service,
but they may contribute to excessive use of water with attendant
higher total costs.
Lifeline
rates. Consumers - advocate groups sometimes propose
programs to reduce utility charges for residential customers
who are poor. Such assistance is often described by the
single category of lifeline rates. The lifeline concept
of rate design is frequently proposed as an aid to economically
disadvantaged and elderly residential customers who might
not be able to pay their bills.
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