[Amended 8-20-2012 by Ord. No. 2012-06; 12-15-2014 by Ord. No. 2014-15; 6-15-2015 by Ord. No. 2015-02; 8-2-2021 by Ord. No. 2021-08]
A.
Sewer service charge. There is hereby levied and assessed upon each
lot, parcel of land, building, premises, unit, or user having a connection
with the wastewater facilities a sewer service charge pursuant to
§ 66.0821, Wis. Stats., as amended from time to time. A
sewer service charge is imposed upon each user for the construction,
reconstruction, improvement, extension, operation, maintenance, repair,
and depreciation of the sewerage system, and for the payment of all
or part of the principal and interest of any indebtedness incurred
for those purposes, including the replacement of funds advanced by
or paid from the Village's governmental funds or other enterprise
funds.
B.
Sewer service charge components. The total sewer service charge to
users shall be composed of the following components:
(1)
Fixed charge. A fixed amount, independent of volume of wastewater, included in each sewer bill to cover administrative costs and the costs of treating wastewater that is not attributable to individual users, such as infiltration of groundwater. The fixed charge cost allocation to outside users shall be in accordance with the methodology provided in § 400-89A of this chapter.
(2)
Volumetric charge. An amount determined by multiplying the volume
of water usage during the billing period by the applicable rate.
(3)
High strength surcharge. Shall include surcharges for BOD5, TSS,
total nitrogen, and/or total phosphorus in addition to the applicable
fixed and volumetric sewer service charges.
C.
Classes of service. Users shall be categorized into classes. Class
1 and Class 2 users are differentiated according to the strength of
the wastewater discharged, and inside or outside users are differentiated
by their locations. Users shall be reclassified where sampling, testing
or other reliable means show that the strength of the wastewater discharged
has fallen within other class parameters, or that the user is no longer
inside or outside the Village limits.
(1)
Class 1 inside. A Class 1 inside user is a user located within the Village of East Troy sewer service area that discharges wastewater with less than or equal to domestic strength as defined in § 400-2 of this chapter.
(2)
Class 2 inside. A Class 2 inside user is a user located within the Village of East Troy sewer service area that discharges wastewater with greater than domestic strength as defined in § 400-2 of this chapter.
(3)
Class 1 outside. A Class 1 outside user is a user located outside of the Village of East Troy sewer service area that discharges wastewater with less than or equal to domestic strength as defined in § 400-2 of this chapter.
(4)
Class 2 outside. A Class 2 outside user is a user located outside of the Village of East Troy sewer service area that discharges wastewater with greater than domestic strength as defined in § 400-2 of this chapter.
(5)
Hauled waste disposer. A hauled waste disposer is a user that discharges
chemical toilet, holding tank, or septic tank waste to the system.
(6)
Unmetered user. Users shall be metered. Users that may need unmetered
service will only rely upon determination by the Water Utility or
Department of Public Works.
A.
It is the intent of the Village of East Troy to provide equitable
distribution of sewer service charge costs to all users of the wastewater
facilities. Rates, fixed charges, and strength surcharges shall be
proposed by the Public Works Department to the Village Board and set
by the Village Board. The following general methodology will be applied
in determining the allocation of the fixed costs and the volumetric
costs to the users within the Village of East Troy sewer service area
and to all outside users:
(1)
The total debt service cost associated with the wastewater treatment plant shall be distributed to inside users in both the fixed and volumetric charges. Said debt service cost allocation to outside users shall be in accordance with the methodology provided in § 400-89A of this chapter.
(2)
The total debt service cost associated with the Village of East Troy wastewater collection system plant shall be distributed to inside users in both the fixed and volumetric charges. Said debt service cost allocation to outside users shall be in accordance with the methodology provided in § 400-89A of this chapter.
(3)
The total operational and administrative costs associated with the wastewater treatment plant shall be allocated to the inside users, with the exception that the Village may allocate a portion of said costs to outside users in direct proportion to metered wastewater flow. Said cost allocation to outside users shall be in accordance with the methodology provided in § 400-89B of this chapter.
(4)
The total operational and administrative costs associated with the Village of East Troy wastewater collection system shall be allocated to the inside users, with the exception that the Village may allocate a portion of said costs to outside users where the wastewater flow from an outside user is conveyed through any part of the Village of East Troy wastewater collection system in route to the wastewater treatment plant. Said cost allocation to outside users shall be in accordance with the methodology provided in § 400-89B of this chapter.
B.
Section 400-88 of this chapter describes the methodology to be applied in calculating the sewer service charges for users located in the Village of East Troy sanitary sewer service area except for users classified as outside users by the Village. Section 400-89 of this chapter describes the methodology to be applied in calculating the sewer service charges for outside users.
A.
Applicable users. This section applies to Class 1 inside and unmetered
users.
B.
Class 1 inside users. Class 1 inside users may have several configurations,
and their charges are as follows:
(1)
Where users procure all their water solely from the Water Utility,
the fixed charge component of the sewer service charge shall be based
on the size of the user's Water Utility water meter and the user
charge component of the sewer service charge shall be based on the
quantity of water usage as measured by the Water Utility water meter(s)
installed on the user's premises.
(2)
Users served by private wells.
(a)
If any person discharging wastewater to the wastewater facilities
procures part, or all, of his water from sources other than the Water
Utility, all or part of which is discharged to the wastewater facilities,
the person shall have water meters installed on all sources, by the
Village, at the person's expense, for the purpose of determining
the volume of water used for assessing the user charge component of
the sewer service charge. Where required, for the purposes of determining
the fixed charge component of service charge applicable to the user,
the Village shall assign an equivalent meter factor to said user based
on meter size.
(b)
The Water Utility will charge for each meter a rental charge
as set by the Public Service Commission of Wisconsin (PSC) to compensate
for the cost of furnishing the meter and servicing the meter. See
Schedule Am-1 of the Village of East Troy Municipal Water Utility
Tariff available on the PSC's website or at Village Hall.
(3)
Deduct meters.
(a)
If a user believes that a significant volume of metered water
is not discharged to the wastewater facilities, said user can, at
its own expense, with approval from the Village, install such additional
meters, metered services, or building sewer flow meters as required
to establish the volume of metered water not discharged to the wastewater
facilities or the actual volume of wastewater discharged to the wastewater
facilities. Metered water that is not discharged to the wastewater
facilities shall not be subject to sewer service charges.
(b)
All requests to install additional water meters, meter services,
or building sewer meters shall be made in writing to the Village.
The request shall clearly state the reasons why the user believes
these facilities are needed and shall include a detailed description
of the facilities proposed. No water meters, meter services, or building
sewer meters may be installed without written approval from the Village.
(c)
All building sewer meters shall be installed by a licensed plumber
while a representative of the Village is present to observe and inspect
said installation. Only Village-approved building sewer meters will
be allowed. All deduct water meters shall be furnished and installed
by the Village. The user shall be charged for each deduct meter a
rental charge as approved by the Public Service Commission to compensate
for the cost of furnishing the meter and servicing the meter. All
costs for the installation of the meters shall be at the expense of
the user requiring the meter.
(4)
Residential summer irrigation allowance. The user charge for all
residential Class 1 users with metered water service shall be calculated
to provide an allowance for metered water that is used for outside
purposes (watering lawns, washing cars, etc.) and that is, consequently,
not discharged to the sanitary sewer. This allowance will not be provided
on a meter with sewer service to residential users with a separate
water-only meter, residential users in a multiunit building with a
separate water-only service for the building their unit is in, or
seasonal meters with sewer service. The irrigation allowance will
be applied for the second and third quarters of the year. The irrigation
allowance will be calculated as follows:
(a)
For each individual residential user, the metered water use
for the fourth quarter of the previous year and the first quarter
of the current year will be averaged ("first/fourth quarter average").
(b)
For the second and third quarters of the year, the metered water
usage, for the purposes of calculating the user charge, shall be based
on the lesser of the actual metered water usage or 110% of the calculated
first/fourth quarter average usage; the user charge will not apply
to any metered water usage exceeding 110% of the calculated first/fourth
quarter average usage.
(c)
For the first and fourth quarters of each year, the user charge
for each residential user shall be based on actual metered water usage.
C.
Current sewer service charge rates, both fixed and volumetric, for
the Class 1 inside users are published in the Schedule of Sewer Service
Charge Rates. This schedule is on file, and available for public viewing,
in the Village Clerk-Treasurer's office.
A.
Fixed charge.
(1)
All outside users shall be required to pay an equitable portion of
the debt service cost. The Village may, at its discretion, require
outside users to pay their allocation of any debt service cost as
a single lump sum payable at the time the wastewater facilities upgrade
or modifications, resulting in said debt service costs, are constructed,
or at such time thereafter that said user connects to the wastewater
facilities. Alternately, the Village may, at its discretion, finance
the outside user's allocation of the debt service cost jointly
with the Village's allocation of the debt service cost and bill
the outside user on a monthly or quarterly basis for said outside
user's share of the debt service cost, including any applicable
finance charges and administration costs.
(2)
The debt service cost associated with the wastewater treatment plant
shall be allocated to each outside user in the direct proportion of
the wastewater treatment plant flow capacity allocated to the outside
user to the total wastewater treatment plant flow capacity. The flow
allocation for each outside user shall be based on the maximum month
flow allocation as stated in the current agreement between the Village
and said outside user. The total flow capacity of the wastewater treatment
plant shall be based on the maximum month design flow, as approved
by the WDNR, for the most current wastewater treatment plant upgrade
or modification.
(3)
In cases where the wastewater flow from an outside user is conveyed
through any part of the Village of East Troy wastewater collection
system in route to the wastewater treatment plant, then the Village
may allocate a portion of the debt service cost, associated with said
portion of the wastewater collection system, to the outside user.
The allocation of said debt service cost to the outside user shall
be in the direct proportion of the outside user's allocated flow
capacity, with a peaking factor applied, to the total design peak
flow capacity of said part of the wastewater collection system. The
design peak flow capacity of said part of the wastewater collection
system shall be as stated in the design basis as approved by the WDNR;
where a documented design basis is not available, the peak flow design
capacity of said section of the wastewater collection system shall
be calculated based on the Manning Formula method as published in
Gravity Sanitary Sewer Design and Construction (ASCE Manual of Practice
No. 60). The outside user's allocated flow capacity shall be
the maximum month flow capacity, as stated in the current agreement
between the Village and the outside user, with a peaking factor of
4.0 applied.
(4)
With regard to the allocation of debt service costs associated with
upgrade or modification of the wastewater treatment plant and/or the
wastewater collection system, outside users shall be required to contribute
to the cost of any such upgrades or modifications as associated with
permit compliance, replacement of aging structures or equipment, or
any other upgrades which the outside user, directly or indirectly,
benefits from. Outside users shall not be required to contribute to
any costs associated with those portions of wastewater treatment plant
or wastewater collection system upgrades or modifications which are
solely associated with provision of additional treatment capacity
for users located in the Village of East Troy and from which said
outside users receive no direct or indirect benefit.
B.
Volumetric charge.
(1)
All outside users shall be required to pay an equitable portion of
the user charge cost. The user charge for outside users shall be based
on a volume charge established by the Village and on the metered volume
of wastewater discharged by said user to the wastewater facilities.
The volume of metered wastewater flow for outside users shall be based
on readings from Village-approved flow metering facilities.
(2)
The Village shall establish the volume charge, in dollars per thousand
gallons of wastewater, based on the total annual user charge costs
for the wastewater treatment plant divided by total annual wastewater
flow to the wastewater treatment plant in thousands of gallons.
(3)
The volume charge for outside users is published in the Schedule
of Sewer Service Charge Rates. This schedule is on file, and available
for public viewing, in the Village Clerk-Treasurer's office.
The Village may adjust the volume charge rate, from time to time,
as required to generate sufficient revenue to cover the user charge
costs. Such rate adjustment shall be consistent with the methodology
described herein.
C.
Outside user allocation.
(1)
The Village may allocate a portion of the user charge costs for the
Village of East Troy wastewater collection system to outside users
when the wastewater flow from an outside user is conveyed through
any part of the Village of East Troy wastewater collection system
in route to the wastewater treatment plant. In such cases, the Village
may allocate a portion of the collection system operation and maintenance
cost to the outside user based on the length of the section of the
wastewater collection system through which the outside user's
wastewater flows in route to the wastewater treatment plant and based
on the ratio of the outside user's allocated flow, with a peaking
factor applied, to the total design peak flow capacity of said section
of the wastewater collection system.
(2)
The outside user's allocation of the collection system operation
and maintenance costs shall be in the direct proportion of the total
length-diameter value for the section of the wastewater collection
system through which the outside user's flow is routed relative
to the total length-diameter value for the entire Village of East
Troy wastewater collection system. The length-diameter values shall
be calculated as the pipe length, in miles, times the pipe diameter,
in inches. The length-diameter value for the Village shall be calculated
based on sewer mains only; building sewers shall not be included.
(3)
Additionally, the outside user's allocation of the collection
system operation and maintenance costs shall be in the direct proportion
of the ratio of the outside user's total allocated flow capacity,
with a peaking factor applied, to the total peak design capacity of
said part of the wastewater collection system through which the outside
user's wastewater is conveyed. The outside user's allocated
flow capacity shall be the maximum month flow as stated in the current
agreement between the Village and said outside user, with a peaking
factor of 4.0 applied. The peak flow design capacity of the section
of the wastewater collection system through which the outside user's
wastewater flows shall be as stated in the design basis as approved
by the WDNR; where a documented design basis is not available, the
design capacity of said section of the wastewater collection system
shall be calculated based on the Manning Formula method as published
in Gravity Sanitary Sewer Design and Construction (ASCE Manual of
Practice No. 60).
A.
The sewer service charge for users discharging wastewater with BOD5, TSS, TKN, or total phosphorus concentrations in excess of the values for domestic wastewater (high-strength wastewater), as defined in § 400-2 of this chapter, shall include surcharges for BOD5, TSS, total nitrogen, and/or total phosphorus in addition to the applicable sewer service charges for Class 1 users.
B.
Wastewater flows, for the purposes of calculating the wastewater
loads discharged by the user, shall be based on wastewater flow meter
readings if a flow meter is installed on the building sewer or on
water meter readings if a wastewater flow meter is not installed.
Wastewater concentrations, for the purposes of calculating the wastewater
loads discharged by the user, shall be based on routine wastewater
sample analysis as required by the Village in accordance with the
provisions of this chapter.
C.
The Village may apply surcharges to any residential, commercial,
industrial, governmental, institutional, or outside user discharging
high-strength wastewater to the wastewater facilities. The Village
may apply surcharges to any user discharging high-strength wastewater
for one or more days in any month.
D.
The sewer service charge (SSC2) for users discharging high-strength
wastewater shall be calculated as follows:
|
SSC2 = (SUC2) + (SDS2) + (SSR)
| |
|
SSR =
|
[(B-220) x (VM/1,000) x (8.34) x (SCBOD)]+
|
|
[(T-220) x (VM/1,000) x (8.34) x (SCTSS)]+
| |
|
[(N-40) x (VM/1,000) x (8.34) x (SCTN)]+
| |
|
[(P-8) x (VM/1,000) x (8.34) x (SCPHO)]+
| |
|
Where:
| ||
|
SSC2
|
=
|
Sewer service charge for users discharging high-strength wastewater,
in dollars
|
|
SUC2
|
=
|
User charge, calculated per the methodologies described in § 400-88F
or 400-89B as applicable, in dollars
|
|
SDS2
|
=
|
Debt service charge, calculated per the methodologies described
in § 400-88F or 400-89A as applicable, in dollars
|
|
SSR
|
=
|
Surcharge for wastewater with BOD5, TSS, TKN, and total phosphorus
concentrations in excess of domestic strength wastewater, dollars
|
|
VM
|
=
|
Volume of metered wastewater or water, in thousand gallons
|
|
B
|
=
|
Concentration of BOD5, in milligrams per liter (mg/l), in the
wastewater
|
|
T
|
=
|
Concentration of TSS, in milligrams per liter (mg/l), in the
wastewater
|
|
P
|
=
|
Concentration of total phosphorus, as phosphorus, in milligrams
per liter (mg/l), in the wastewater
|
|
N
|
=
|
Concentration of total nitrogen, as nitrogen, in milligrams
per liter (mg/l), in the wastewater
|
|
SCBOD
|
=
|
Surcharge per pound of BOD5 for wastewater with BOD5 concentrations
above 220 mg/l, in dollars per pound
|
|
SCTSS
|
=
|
Surcharge per pound of TSS for wastewater with TSS concentrations
above 220 mg/l, in dollars per pound
|
|
SCPHO
|
=
|
Surcharge per pound of total phosphorus for wastewater with
total phosphorus concentrations above 8.0 mg/l, in dollars per pound
|
|
SCTN
|
=
|
Surcharge per pound of total nitrogen for wastewater with total
nitrogen concentrations above 40 mg/l, in dollars per pound
|
E.
The surcharge (SSR) shall be calculated based on concentrations determined
from laboratory analysis of wastewater samples and on metered water
or wastewater volumes. In the case where a single sample is collected
in a given month, the surcharge shall be calculated based on the metered
wastewater volume for that month and the analytical results of the
single sample taken in that month. In the case where multiple samples
are collected and analyzed in a given month, the concentration used
in the surcharge calculation shall be based on the average value of
each two successive samples and the volume of wastewater metered in
the time interval between the collection of the two samples. The Village
may modify the method of calculating the surcharge, at its discretion,
on a case-by-case basis, as required to ensure the surcharges reasonably
reflect the strength of the wastewater discharged.
F.
The surcharge rates are published in the Schedule of Sewer Service
Charge Rates. This schedule is on file, and available for public viewing,
in the Village Clerk-Treasurer's office.
A.
The charge levied on septage, holding tank wastes, or other hauled
wastes (SSH) shall be determined using the following equation:
|
SSH =
|
[(RVC2) x (VSH)]+
|
|
[(B - 220) x (VSH/1,000) x (8.34) x (SCBOD)]+
| |
|
[(T - 220) x (VSH/1,000) x (8.34) x (SCTSS)]+
| |
|
[(N - 40) x (VSH/1,000) x (8.34) x (SCTN)]+
| |
|
[(P - 8) x (VSH/1,000) x (8.34) x (SCPHO)]+
| |
|
[CADM]
|
|
Where:
| ||
|
SSH
|
=
|
Charge for disposal of hauled wastes, in dollars
|
|
RVC2
|
=
|
Volume charge rate for hauled wastes, in dollars per thousand
gallons of hauled wastes
|
|
VSH
|
=
|
Volume of hauled wastes, in thousands of gallons
|
|
B
|
=
|
Concentration of BOD5, in milligrams per liter (mg/l), in the
hauled wastes
|
|
T
|
=
|
Concentration of TSS, in milligrams per liter (mg/l), in the
hauled wastes
|
|
P
|
=
|
Concentration of total phosphorus, as phosphorus, in milligrams
per liter (mg/l), in the hauled wastes
|
|
N
|
=
|
Concentration of total nitrogen, as nitrogen, in milligrams
per liter (mg/l), in the hauled wastes
|
|
SCBOD
|
=
|
Surcharge per pound of BOD5 for wastewater with BOD5 concentrations
above 220 mg/l, in dollars per pound
|
|
SCTSS
|
=
|
Surcharge per pound of TSS for wastewater with TSS concentrations
above 220 mg/l, in dollars per pound
|
|
SCPHO
|
=
|
Surcharge per pound of total phosphorus for wastewater with
total phosphorus concentrations above 8.0 mg/l, in dollars per pound
|
|
SCTN
|
=
|
Surcharge per pound of total nitrogen for wastewater with total
nitrogen concentrations above 40 mg/l, in dollars per pound
|
|
CADM
|
=
|
Administrative charge, dollars per load
|
B.
Surcharge rates for hauled waste BOD5, TSS, total nitrogen, and total
phosphorus are published in the Schedule of Sewer Service Charge Rates.
This schedule is on file, and available for public viewing, in the
Village Clerk-Treasurer's office.
C.
For hauled wastes charge determinations, it will be assumed that
holding tank wastes have the following average characteristics:
D.
For hauled wastes charge determinations, it will be assumed that
septage has the following average characteristics:
E.
Where required by the Village, or requested by the hauler with approval
from the Village, composite samples of the hauled wastes may be collected
and analyzed for the purposes of determining hauled wastes disposal
charges. All costs for sample collection and analysis shall be paid
by the hauler. Samples shall be analyzed at a laboratory certified
by the State of Wisconsin. The number of samples and the method for
collecting the samples shall be as directed by the Village. Where
required by the Village, samples shall be collected in the presence
of a representative of the Village.
F.
The disposal costs for hauled wastes other than septage and holding
tank wastes, if such hauled wastes are approved by the Village for
discharge to the wastewater facilities, shall be determined on a case-by-case
basis. Sampling and analysis of such wastes may be required by the
Village in order to determine the characteristics of the wastes. All
costs associated with sampling and analysis of the wastes shall be
borne by the hauler.
All sewer service charge revenues collected for the annual contribution
to the replacement fund shall be deposited in a separate and distinct
fund. The annual revenue required to ensure an adequate replacement
fund shall be determined by the Village based on estimated costs to
furnish and install equipment, accessories, and appurtenances which
are anticipated to have a service life less than the design life of
the wastewater facilities.
A.
Introduction.
(1)
It shall be the general policy of the Village of East Troy that new
users connecting to the wastewater collection system reasonably participate
in the cost of the Village's existing wastewater facilities at
the time their properties actually receive sanitary sewer service.
In determining what constitutes reasonable participation toward such
cost, the Village shall be guided by the principle that the area to
be served shall bear its proportionate share of such costs. The costs
of the wastewater facilities in which new users are required to participate
are:
(2)
Wastewater facilities have a significant physical life. This requires
that they be constructed with sufficient capacity to serve present
users and future users. It is economical to construct wastewater facilities
with excess capacity. Therefore, it is reasonable that future users,
as well as present users, pay the total cost of the wastewater facilities
that serve them. The investment in excess capacity is made for the
future users' benefit and is not available for other uses by
the Village. Because future users make no payment until they connect
to the sanitary sewer, only a part of the total cost of the wastewater
facilities can be collected when said facilities are first placed
in service. Accordingly, the cost incurred at the time of initial
construction of the wastewater facilities, associated with provision
of capacity for future users, should be recovered from said users
through a connection fee.
(3)
This connection fee is enacted pursuant to § 66.0821(4)
of the Wisconsin Statutes.
B.
Amount of connection fee.
(1)
The connection fee is published in the Schedule of Sewer Service
Charge Rates. This schedule is on file, and available for public viewing,
in the Village Clerk-Treasurer's office.
(2)
The connection fee shall be calculated on an equivalent meter basis
as follows:
|
SCC = (Ccc)*(FEM)
| ||
|
Where:
| ||
|
SCC
|
=
|
Connection fee, in dollars
|
|
CCC
|
=
|
Connection fee per equivalent meter, dollars per equivalent
meter
|
|
FEM
|
=
|
Equivalent water meter factor in accordance with the schedule provided in § 400-88 of this chapter
|
(3)
The equivalent meter factor shall be based on the size of the user's
water meter and shall be determined in accordance with the equivalent
water meter factor schedule provided in § 400-88F of this
chapter. Payment of the connection fee is a condition precedent to
the provision of sanitary sewer service to the property in question.
C.
Annual adjustment to connection fees. Effective as of January 1,
2009, and each calendar year thereafter, the connection fee shall
be increased by $50. The connection fee shall be in the amount so
determined for the calendar year within which a sewer permit is issued.
D.
Application of connection fee to existing users. The connection fee
shall also be applicable to existing commercial, industrial, governmental,
and institutional users which increase their wastewater discharges
to the wastewater facilities. For said existing users, an additional
connection fee is due when the average daily flow from such user increases
by one residential user flow equivalent or more over an average twenty-four-month
period, determined on a January 1 through December 31 period. At the
end of the first twelve-month period, the Village shall reasonably
notify the user, in writing, that the average daily flow from such
existing user exceeds the foregoing baseline. If the flow is not subsequently
reduced during the remaining 12 months, then the Village shall bill
the user for the connection fee.
E.
Special circumstances. The Village Board may but is not required
to adjust any industrial sewer connection fees when special circumstances
allow for fair and reasonable fees suggested by either the Director
of Public Works or the Village Engineer.
F.
Payment of connection fee.
(1)
The connection fee shall be paid in full before the Village will
issue a building permit for any building or structure. Occupancy of
any building or structure prior to payment of the connection fee shall
be a violation of this chapter.
(2)
For existing users who are required to pay a connection fee, or an additional connection fee, based on increased flows, as described in Subsection D of this section, the connection fee shall be paid to the Village within 30 days of notification by the Village that said connection fee is due. A penalty of 3% per month shall be assessed on all connection fees not paid within the thirty-day period. If a connection fee remains delinquent for 90 days, the charges and penalties shall constitute a lien upon the property and shall be recorded on the tax roll and collected as other taxes are collected.
Additional charges shall be billed, as required, for the following:
A.
Actual costs incurred for user-requested samplings and analyses.
B.
Actual costs incurred for meter inspection requested by the user.
C.
Actual costs incurred for special handling not provided for elsewhere
in this article.
D.
Actual costs incurred for handling a user's check returned because
of insufficient funds.
