HomeMy WebLinkAboutReport on Water and Sewer Rate Study Nov 1997I
ti
AM NNESO - A STAR
Report on
Water and Sewer Rate Study
Oak Park Heights, Minnesota
November 1997
File No. 55138
Bonestroo
Rosene
Anderlik &
Associates
Engineers & Architects
REPORT ON
SEWER AND WATER RATE STUDY
FOR
OAK PARK HEIGHTS, MINNESOTA
1998
David Schaff Mayor
David Beaudet Council Member
Janet Robert Council Member
Mark Swenson Council Member
Jerry Turnquist Council Member
Judy Holst Acting Administrator
Mark Vierling Attorney
Bonestroo, Rosene, Anderlik & Associates, Inc.
Engineers & Architects
St. Paul, Minnesota
fl
I
1
1
1
I
I
Bonestroo
Rosene
Anderlik &
Associates
Engineers & Architects
November 17, 1997
Honorable Mayor and City Council
City of Oak Park Heights
14168 — 57` Street North
Oak Park Heights, MN 55082
Bonestroo. Rosen. AnderliA end Assooa; es. Inc is on Athrmauve Action. Equal Opportunity Employer
Pnnnpaf, Otin G. Ronesf ion. PE • Joseph C Ande,,)* PE •Marvin L. Snrvnl.g. PE -
Richard E Turner, PE • Glenn R. Cook, PE • Robert G. Schumci PE • Jerry A Bourdon. PE
Robert W Rosene, PE end Suadn M Eberlin, CPA. Sernor Corsultann
Associate Prrncipels Howard A. Sanford. PE Keith A Gordon. PE • Robert R. Pfefferle, PE .
Richard W Foyter PE • David O Lod PE. Robert C Rusaek, A I • Mark A. Hanson. PE .
Michael T Rauimann. PE • Ted K. Feld. PE • Kenneth P Andeifon. PE. • MIIK R 1i PE
Sidney P Wilhamsan, PE, LS • Robert F Kc,"mith
Offices St Paul. Rochester. Willmar and Sr. Cloud. MN • Milwaukee. WI
Re: 1998 Sewer & Water Rate Study
Our File No. 55138
Dear Mayor and Council:
' Transmitted herewith is our review and study of the sewer and water user rate system for the
City of Oak Park Heights for 1998. It appears that sufficient revenue will be generated with the
existing sewer user rates to cover the Metropolitan billing for conveyance and sewage treatment
and to operate the local system. However, a small rate increase will be required to fund the
operation of the waterworks system for the next budget year.
i
1
I
Alternative rate schedules have been developed to generate adequate revenues if the City were to
reduce the minimum usage from 15,000 gallons to 10,000 gallons per quarter.
We would be happy to meet with the Council, Staff, and other interested parties to review and
discuss the contents of this report as may be required.
Respectfully submitted,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
e. a,
Joseph C. Anderlik, P.E.
Attachment
1
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Registered
Professional Engineer under the laws of the State
of Minnesota.
Josdi CYAnderlik
Date: November 17, 1997 Registration No. 6971
2335 West Highway 36 • St. Paul, MN 55113 • 612 - 636-4600 • Fax: 612 -636 -1311
Table of Contents
Letterof Transmittal .................................................................................... I
Tableof Contents ..................................................................................... 2
Introduction 3
SewerUser Charges ........ ........................................................................... 4
General 4
System Flow Estimates .................................................................. 4
Sewer Department Expenditures ...................................................... 6
SewerRates ................... ....................................................... 12
WaterUser Charges ................................................................................ 14
General............................................................ ................... 14
Water Usage Estimates .............................................................. 14
Water Department Expenditures ................................................... 15
WaterRates ........................................................................... 16
Conclusions and Recommendations ............................. .................................. 18
Appendix A — Renewal and Replacement Schedule
Oak Park Heights Sewer & Water Rate Study 2
Introduction
The City of Oak Park Heights regularly reviews the water and sewer rate schedule to assure
receipt of adequate funding for operation of the enterprise systems. Periodically, a formal study
is performed to officially record the status of these systems. This report represents the results of
a study undertaken to review the costs to operate and maintain the sewer and water systems in
the City of Oak Park Heights. The purpose of the study is to determine the user rates required to
adequately and equitably finance the proposed 1998 operating budgets of the Utility Department.
This report contains an analysis of the past and projected flows, usages, and system connections
as well as a review of costs and projected expenditures for operation and maintenance and a
schedule of renewal and replacement fund requirements.
In summary, this report contains a review of the past and present schedules and practices relating
to water and sewer user charges in the City and recommendations for rates which will produce
the required revenues in a fair and equitable manner.
' Oak Park Heights Sewer & Water Rate Study 3
Sewer User Charges
General
The City of Oak Park Heights regularly reviews, adopts, and/or modifies its sewer user rate
schedule to assure that sufficient revenue is being generated for the payment of all expenditures
associated with the operation and maintenance of the sewage collection system and treatment
facilities. This review is also undertaken to verify that all classification of sewer users are
charged for service in a manner which is fair and equitable as defined in State and Federal
regulations.
The following sections of this report will describe the system usage, financial obligations, and
budgeted expenditures as well as a suggested rate schedule to provide adequate revenues to
operate and maintain the system in 1998.
System Flow Estimates
Utility use rates can be established by equating the amount of service or project sold to the
estimated expenditures anticipated by the utility. In the case of a sanitary sewer system, the use
or service can be measured by sewage flow with projections for future use being dependent upon
growth by number and type of connection to the system.
The Metropolitan Council Environmental Services (MCES) maintains flow - measuring devices
which are supposed to totalize all flows from the entire City. As noted in the past, the recorded
flows were very erratic, but between 1985 and 1993 there has been some fluctuation, but
generally the flow has been proportional to the number of connections and estimated population
served. In July of 1994, the MCES replaced the metering equipment for the Oak Park Heights
meter. "The result was a 16% increase in Oak Park Heights's flow." Obviously, the meter did
not increase flows, but MCES is implying that the old metering equipment was not accurate, as
the City has been suggesting for years, and now the new equipment is accurate. Since the
installation of the new meter equipment, wide fluctuations in recorded flows have again
occurred, which has resulted in wild differences in estimated flows and recorded flows and
resulting costs. A new billing system is being initiated by MCES where cities will be billed
based on metered flows with a two quarter lag rather than estimated flows with a two -year la in
Oak Park Heights Sewer & Water Rate Study 4
adjustment. This procedure will not increase the accuracy of the metering but will make the
fluctuations less apparent.
Because of the inability of MCES to accurately measure, estimate, and/or calculate wastewater
flows, the flows estimated by the City based on number of connections, water sales, population,
and similar data will be used for the sewer rate computations.
For informational purposes, population estimates, metered sewage flows and estimates, and flow
per capita data are shown in the following tabulation.
* All MCES flows are recorded except for 1997, which is estimated
* *All OPHflows are estimated based on land use.
Oak Park Heights Sewer & Water Rate Study 5
Estimated
MCES
Flows *
OPH Flows **
Year
Population
MGY
GPCPD
MGY
GPCPD
1980
2,591
101
107
83
88
1981
2,680
92
94
88
90
1982
2,770
104
103
93
92
1983
2
101
97
100
96
1984
2,950
133
123
108
100
1985
3,040
121
109
115
104
1986
3,130
122
107
119
104
1987
3,220
129
110
123
105
1988
3,310
134
ill
128
106
1989
3,400
141
114
133
107
1990
3,486
138
108
138
108
1991
3,540
148
115
142
110
1992
3,595
143
109
147
112
1993
3,650
144
108
152
114
1994
3,710
167
123
156
115
1995
3,776
184
133
160
116
1996
3,840
164
117
164
117
1997
3,900
194
142
168
118
1998
3,960
--
--
172
119
* All MCES flows are recorded except for 1997, which is estimated
* *All OPHflows are estimated based on land use.
Oak Park Heights Sewer & Water Rate Study 5
I
While the total sewage flow from the City is being metered with questionable accuracy, means
are not available for measuring sewage flows from individual connections. Therefore, some
assumptions and estimates must be used to apportion flows and resulting costs to the various
types of users on the system.
Water meters exist at each connection which measures the water purchased, but does not provide
information on the quantity discharged to the sewer. Generally, almost all water purchased
enters the sewer system with the exception of that water used for lawn irrigation. Lawn
sprinkling is primarily confined to single family, townhouse, and similar land uses. Where large
institutional facilities or other uses have high irrigation demands, separate meters are becoming
common so that sewer billing is limited to the non - sprinkler water usage only.
Based on the above comments, sewage flows from residential connections are assumed to be
equal to the quarterly water usage experienced during the winter months when no lawn
sprinkling occurs. However, it is recommended that each quarterly water meter reading be used
for sewage discharge billing for all commercial, industrial, and institutional connections.
Sewer Department Expenditures
In addition to estimating the volume of sewage flow, the other basic factor required in
establishing user rates is the amount of expenditures anticipated or revenue required.
Expenditures can be generally classified in the following categories:
a. Metropolitan Council Environmental Services billing
b. Local operation and maintenance
c. Administration, accounting, and billing
d. System renewal and replacement
e. Local debt service paid from revenue
I Oak Park Heights Sewer & Water Rate Study 6
All of the expense items listed
are related to
capacity
and flows with
the
exception of the
administration, accounting, and
billing costs,
which
are proportional
to
the number of
connections only.
The invoice received from the Metropolitan Council Environmental Services is based on flow or
gallons processed and is broken into two parts. The first part is the cost for conveyance,
treatment, and other costs associated with operation and maintenance of the Metropolitan Sewer
System and is based on estimated annual flow. The second part is the credit given for facilities
purchased from the City and for debt service on outstanding bonds for facilities acquired. It
should be noted that all significant credits will have been given with the 1998 billing which will,
in effect, automatically increase the annual billing to Oak Park Heights by about $10,000.00 for
all future years.
A breakdown of the estimated 1998 Sewer Service Charges from the Metropolitan Council
Environmental Services is tabulated below. The costs for the previous three (3) years are also
shown for informational purposes.
Use Charees
1995
1996
1997
1998
Sewer Service Cost
$238,545
$225,421
$255,708
$236,792
Final Cost Allocation
- 33,461
+15,264
- 34,234
+18,424
TOTAL CHARGES
$205,084
$240,685
$221,474
$255,216
Credits given on the statement of sewer service charges are listed below
Credits
1995
1996
1997
1998
Current Value
$39
$39
$39
$39
Debt Payment
12,051
11,548
11,046
10,251
TOTAL CREDITS
$12,090
$11,587
$11,085
$10,290
The total net payment to the MCES to be obtained from revenue is the combination of the two
previous tables and is summarized as follows.
Net Charees
1995
1996
1997
1998
Total Charges
$205,084
$240,685
$221,474
$255,216
Less Credits
12,090
11,587
11,085
10,290
NET METRO CHARGE
$192,994
$229,098
$210,389
$244,926
' Oak Park Heights Sewer & Water Rate Study 7
The estimated 1998 MCES charge of $244,926 represents a 16.4 percent increase from the 1997
billing. The cost for treatment and conveyance decreased by 7.4 percent with the increase being
the difference in the final cost allocation from previous years.
With over 20 years of history and experience in operating and billing for the Metropolitan
system, one would expect that MCES should have minimized this erratic variation in billing.
However, these large differences still occur which is suspected to related directly to MCES's
demonstrated inability to accurately meter and/or "compute" sewage flows in the City of Oak
Park Heights.
Without regard to other cost increases which may occur, an additional $10,000.00 billing
increase will be automatically realized in 1999 as a result of the ending of credits, as noted
earlier.
A tabulation of actual charges imposed by the Metropolitan Waste Control Commission, the
Metropolitan Council Wastewater Services and now the Metropolitan Council Environmental
Services over the past years to the City of Oak Park Heights without regard to credits or prior
years adjustments is shown in a table which follows. We have also included a table which shows
the service costs, billings, and debt credits contained in the previous years Metropolitan billings.
Oak Park Heights Sewer & Water Rate Study 8
1 Oak Park Heights, Minnesota
' MCWS Charges
Cost/1000 Cost/1000 Rate Charge
Year Flow Charge Gal Change Change Change
1973 44 9,071 0.2062 - - - -- - - -- - - - --
!
1974
52
11,971
0.2302
+2.40
+11.64%
+31.97%
1975
79
20,264
0.2565
+2.63
+11.42
+69.27
1976
77
25,129
0.3263
+6.98
+27.21
+24.00
1977
70
23,187
0.3312
+0.49
+1.05
-7.73
1978
78
28,368
0.3637
+3.25
+9.80
+22.35
1979
112
46,942
0.4191
+5.12
+15.23
+65.48
'
1980
101
50,875
0.5037
+8.46
+20.19
+8.53
1981
92
50,340
0.5472
+4.35
+8.64
-1.08
1982
104
63,642
0.6119
+6.47
+11.77
+26.42
'
1983
101
59,473
0.5888
-2.31
-3.92
-6.56
1984
133
83,815
0.6302
+4.14
+7.03
+40.93
!
1985
1986
121
122
84,210
87,291
0.6960
0.7155
+6.58
+1.95
+10.40
+2.80
+0.47
+3.66
1987
129
112,822
0.8746
+15.91
+22.24
+29.25
1988
1989
134
141
122,066
131,337
0.9109
0.9315
+3.63
+2.06
+4.15
+2.26
+8.19
+7.59
1990
138
144,735
1.0488
+11.73
+12.59
+10.20
1991
1992
148
143
157,269
156,924
1.0626
1.0974
+1.38
+3.48
+1.32
+3.25
+8.66
-0.02
1993
144
165,927
1.1523
+5.49
+5.00
+5.74
!
1994
1995
167
184
209,210
238,545
1.2528
1.2964
+10.05
+4.36
+832
+3.48
+26.09
+14.02
1996
164
225,421
1.3745
+7.81
+6.02
-5.50
! 1997 194* 255,708 1.3181 -5.64 -4.10 +13.44
1998 172 ** 236,792 1.3767 +5.86 +4.45 -7.40
Note: Costs through 1996 are actual base on flow recordings by MCWS.
The 1997 numbers are estimated by MCWS.
The 1998 costs are based on City flow estimates and the MCWS proposed charge per
1000 gallons.
!
' Oak Park Heights Sewer & Water Rate Study 9
I
I
I
Oak Park Heights, Minnesota
MCWS Billing
1
I
I
F
1
I
�1
I
Year
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
1997
1998
Mine
$ -8,555
521
9,789
15,781
18,544
22,339
30,136
22,533
41,936
62,676
38,525
59,894
47,131
66,366
96,551
92,705
119,936
150,951
150,664
141,095
149,611
185,268
192,994
229,098
278,857
244,926
I
I
1
Service Cost
$9,071
11,971
20,264
25,129
23,187
28,368
46,942
50,875
50,340
63,642
59,473
83,815
84,210
87,291
112,822
122,066
131,337
144,735
157,269
156,924
165,927
209,210
238,545
225,421
255,708
236,792
Cost Minus
Debt Credits
$ -2,738
258
6,641
11,698
9,949
15,323
34,090
34,198
34,048
47,736
43,969
68,712
69,509
72,992
98,421
108,570
116,235
130,135
143,171
143,328
157,833
196,618
226,455
213,834
244,623
226,502
Oak Park Heights Sewer & Water Rate Study 10
I
r
I
I
1
I
I
1
F1 I
J
L�J
J
�I
u
1
11
Local operation and maintenance costs are incorporated into the rate structure and have been
taken directly from the City Budget or from actual expenditure when available. System renewal
and replacement costs have been derived as described in Appendix A of this report.
Combining all of the data described above results in the total estimated expenditures for the
Sewer Department in 1998. A summary of those expenditures as well as a tabulation of previous
years' expenditures is shown below:
SEWER DEPARTMENT EXPENDITURES
Item
1994
1995
1996
1997
1998
Operating Expenditures
Actual
Actual
Actual
Budget
Budget
MCES Billing
$170,004
$158,760
$247,522
$278,857
$244,926
Operation & Maintenance
71,530
60,347
59,144
72,400
71,655
Debt Service
718
12
- - --
- - --
-- - --
Renewal & Replacement
17,611
17,919
25,347
26,582
27,818
TOTALS
$259,863
$237,038
$332,013
$377,839
$344,399
1998 SEWER DEPARTMENT EXPENDITURES
Estimates MCES Billing
$244,926
Operation & Maintenance
60,907
Renewal & Replacement
27,818
Operating Expenditures
$333,651
Administration & Billing
10,748
TOTAL EXPENDITURES
$344,399
It should be noted that separate accounting is not available for administration and billing. The
amount shown above is equal to 15 percent of the local costs which is typically representative of
small suburban utility operations.
' Oak Park Heights Sewer & Water Rate Study 11
I
' Sewer Rates
Sewer user rates can be computed by simply dividing the various operating costs by the
' estimated flow. In addition to operating rate, revenue for administration, billing and accounting
can be determined by dividing the estimated administrative costs by the number of connections.
Because the debt service credits will be eliminated after 1998 and because billing will be on a
' quarterly basis instead of annual estimates, it is recommended that the estimated MCES Net
Sewer Service Cost be used to calculate the MCES charge. The resulting computations are as
follows:
MCES Charge $244,926 _ 172,000,000 gal $1.42/1000 gal
However, a recent study has shown that an average 40 percent of the Oak Park Heights
customers use less water than the 15,000 gallons per quarter minimum and about 20 percent use
less than 10,000 gallons per quarter. To more accurately reflect actual usage, the City may want
to consider computing the minimum charge on the basis of 10,000 gallons of usage per quarter.
' This would initially reduce the revenue which would otherwise have been produced. The actual
' Oak Park Heights Sewer & Water Rate Study 12
Local Cost $88,715 = 172,000,000 gal
0.52/1000 gal
'
Operating Rate
$1.94/1000 gal
Administration Rate $10,748 _ 1081 accounts
$2.50 /quarter
'
At the present time, the minimum charge is based on the discharge of 15,000 gallons per quarter
per account. Using the rates established above, the minimum charge is shown in the following
computation.
MCES Charge 15,000 gal @ $1.42/1000 gal
$21.30 /quarter
Local Charge 15,000 gal @ $0.52/1000 gal
$7.80 /quarter
'
Administration
$2.50 /quarter
Minimum Charge
$31.60 /quarter
'
The rate established in the previous computation is almost exactly the same as that currently in
effect and using present practices, no rate increase is required.
However, a recent study has shown that an average 40 percent of the Oak Park Heights
customers use less water than the 15,000 gallons per quarter minimum and about 20 percent use
less than 10,000 gallons per quarter. To more accurately reflect actual usage, the City may want
to consider computing the minimum charge on the basis of 10,000 gallons of usage per quarter.
' This would initially reduce the revenue which would otherwise have been produced. The actual
' Oak Park Heights Sewer & Water Rate Study 12
L .J
impact on revenue cannot be accurately computed but it is estimated that the operating revenue
could be reduced by as much as 20 percent. Assuming that there is a need for a 20 percent
increase in the operating rate, the minimum billing for 10,000 gallons of usage would be as
' shown below.
[1
I
i
1
1
1
I
j
I
MCES Charge 10,000 gal @ $1.70/1000 gal $17.00 /quarter
Local Charge 10,000 gal @ $0.62/1000 gal $6.20 /quarter
Administration $2.50 /quarter
Minimum Charge $25.70 /quarter
The rate shown above represents an 18.4 percent decrease from the current minimum charge, no
change for the user of 12,500 gallons and an 18.4% increase for users of 15,000 gallons and up
to a 20% increase for the larger users.
The existing rate, which could be continued, and the alternative rate schedule for sewer service is
shown below. In all cases, it is assumed that the billing to single family, townhouse,
condominium and other similar residential units will be based on the winter quarter water meter
reading. All other land uses such as apartments, institutions and commercial and industrial
facilities will be billed quarterly based on actual meter readings.
SANITARY SEWER RATE SCHEDULE
Existing Sewer Rate
Minimum Charge
Alternative Sewer Rate
Minimum Charge
$31.50 /qtr for up to 15,000 gal.
$1.95/1000 gal. for usage over 15,000 gal.
$26.50 /qtr for up to 10,000 gal.
$2.30/1000 gal. for usage over 10,000 gal.
' Oak Park Heights Sewer & Water Rate Study 13
i
1 Water User Charges
I
General
I
'J
IL
1
I
I �
I
It is necessary to periodically study the water user rates to determine if adequate revenue is being
produced to operate the water supply and distribution system and to meet other financial
obligations for capital improvements and for renewal and replacement.
The study contained in the following sections of this report reviews projected water sales as well
as budgeted expenditures and other financial obligations. Using this information, rates are
computed which will produce sufficient revenue to operate and maintain the waterworks system
for the coming year.
Water Usage Estimates
Each dwelling and structure connected to the City waterworks system is equipped with a water
meter to measure water usage. Each well supply is also equipped with a water meter to measure
water produced. These two sources are then used to verify and estimate water consumption.
It is very difficult to predict water usage with any accuracy for a given year because usage will
vary tremendously dependent upon climatic conditions during the summer growing season. On
average, records indicate that normal water consumption in the City of Oak Park Heights is equal
to about 130 gallons per capita per day. This is substantially higher than other similar
municipalities because of the large institutional users in the City. Based on past records, it is
projected that water usage in 1998 will be approximately 181 million gallons with about 203
million gallons to be pumped.
Oak Park Heights Sewer & Water Rate Study 14
I�
I
I
F J
rl
L.
d
Water Department Expenditures
To determine a water use rate schedule, it is necessary to estimate the amount of expenditures
anticipated or revenue required. Expenditures can be generally classified in the following
categories:
a. Operation and maintenance
b. Reserve for capital improvements
C. Administration, accounting and billing
d. System renewal and replacement
e. Debt service to be paid from revenue
All of the expense items listed are related to capacity and usage except for administration,
accounting and billing which are proportional to number of connections.
Operation and maintenance costs are to be included in the rate calculation and are taken directly
from the City Budget. The City has issued bonds in the past to finance waterworks
improvements with a portion of the debt service being paid from revenue. However, more
recently, the improvements made to the system have been made through bonding with repayment
through a system of area charges and connection charges and a capital reserve account funded
from water revenue.
The other cost which is made a part of expenditures in the water rate computation is an
allowance for major repairs and for future replacement of facilities and testing services for State
mandated water quality testing. The derivation of the renewal and replacement schedule is
shown in Appendix A.
LJ
u
LJ
Combining all of the data described above results in the total estimated expenditures for the
Water Department in 1998. A summary of those expenditures as well as previous years'
expenditures is shown in the following tabulation.
' Oak Park Heights Sewer & Water Rate Study 15
1
1
1
1
1998
Budeet
$115,775
26,521
50,000
As with the Sewer Department, it was assumed that administration, meter reading, billing and
accounting represents 15 percent of the operation and maintenance cost.
Water Rates
The estimated unit cost to produce and supply water in the City of Oak Park Heights can be
determined by dividing the estimated operating expenditures by the assumed flow. In addition to
the operating rate, revenue for administration, billing and accounting can be computed by
dividing the estimated administrative costs by the number of connections. The resulting
computations are as follows:
Operating Rate - $ 180,381 _ 181,000,000 gal. = $1.00 11000 gal.
Admin. Rate - $ 17,365 _ 1,046 accounts = $ 4.20 /quarter
Oak Park Heights Sewer & Water Rate Study 16
WATER DEPARTMENT EXPENDITURES
'
Item
1994 1995
1996 1997
Actual Actual
Operation & Maintenance $98,129 $87,369
Actual Budeet
$109,762 $112,575
Debt Service
718 12
- - - -- - - - --
Renewal & Replacement 14,423 14,555
22,024 24,272
'
Capitol Reserves
45,000 50,000
50,000 50,000
Testing Services
5,250 5,300
5,350 5,400
TOTALS
$163,340 $157,236
$187,136 $192,247
1998 WATER DEPARTMENT EXPENDITURES
1
Operation & Maintenance
$98,410
Renewal & Replacement
26,521
Capitol Reserves
50,000
Testing Services
5,450
'
Operating Expenditures
$180,381
Administration & Billing
17,365
TOTAL EXPENDITURES
$197,746
1
1
1
1
1998
Budeet
$115,775
26,521
50,000
As with the Sewer Department, it was assumed that administration, meter reading, billing and
accounting represents 15 percent of the operation and maintenance cost.
Water Rates
The estimated unit cost to produce and supply water in the City of Oak Park Heights can be
determined by dividing the estimated operating expenditures by the assumed flow. In addition to
the operating rate, revenue for administration, billing and accounting can be computed by
dividing the estimated administrative costs by the number of connections. The resulting
computations are as follows:
Operating Rate - $ 180,381 _ 181,000,000 gal. = $1.00 11000 gal.
Admin. Rate - $ 17,365 _ 1,046 accounts = $ 4.20 /quarter
Oak Park Heights Sewer & Water Rate Study 16
I
' Using the minimum quarterly flow of 15,000 gallons per connection results in the user rate
schedule shown below:
[1
I
�I
1
Operating Charge - 15,000 gal. @ 1.00 /1000 gal. $15.00 /qtr.
Administration 4.20 /qtr.
Minimum Charge $19.20 /qtr.
The rate computation shown above represents a 4.9 percent increase in the minimum charge and
5.3 percent increase in the operating rate.
If the City chooses to reduce the minimum billing to 10,000 gallons per quarter, the alternative
rates would be computed in a manner similar to that shown for the sewer rates, except that the
water testing charge would be added as a fixed fee of $1.30 per quarter to the minimum charge.
The minimum billing for 10,000 gallons of usage would be as shown below:
Operating Charge 10,000 gal. @ 1.06 /1000 gal. $10.60 /qtr
Testing 1.30 /qtr
Administration 4.20 /qtr
Minimum Charge $16.10 /qtr
The rate shown above represents a 12 percent decrease from the current minimum charge, no
change for the user of 12,000 gallons and approximately a 15 percent increase for users of
15,000 gallons and greater per quarter.
The recommended waterworks rates and the alternative rate schedule are as follows:
WATERWORKS RATE SCHEDULE
Recommended Water Rate
Minimum Charge $19.20 /qtr for up to 15,000 gal.
1
1
$1.00 /1000 gal. for usage over 15,000 gal.
Alternative Water Rate
Minimum Charge $16.10 /qtr for up to 10,000 gal.
$1.06/1000 gal. for usage over 10,000 gal.
' Oak Park Heights Sewer & Water Rate Study 17
I
Ij
1
1
1
LJ�
F
1
Conclusions and Recommendations
Based on the studies reported on herein, it is concluded that the current sewer user rate in the
City of Oak Park Heights will generate sufficient revenue to pay for the cost being incurred.
A modest rate increase is required to generate adequate revenue for the operation of the
Waterworks Department. This is the first increase required for systems operation for several
years in the Water Department.
It is recommended that the following sewer and water user rates be adopted to operate the Utility
Departments of the City of Oak Park Heights in 1998:
Rate Schedule
Sewer Rates
Minimum Charge
Water Rates
Minimum Charge
$31.50 /qtr. for up to 15,000 gal.
$1.95/1000 gal. for usage over 15,000 gal.
$19.20 /qtr. for up to 15,000 gal.
$1.00 /1000 gal. for usage over 15,000 gal.
If the City elects to reduce the minimum usage to 10,000 gallons per quarter, the following
alternative rates will generate sufficient revenue to fund the systems.
Alternative Rate Schedule
Sewer Rates
Minimum Charge
Water Rates
Minimum Charge
$25.60 /qtr. for up to 10,000 gal.
$2.30/1000 gal. for usage over 10,000 gal.
$16.10 /qtr. for up to 10,000 gal.
$1.06/1000 gal. for usage over 10,000 gal.
Oak Park Heights Sewer & Water Rate Study 18
I
I
I
1
I
1
I
1
1
1
1
Appendix A
Renewal And Replacement Schedule
As a part of the study on sewer and water rates for the City, it was deemed advisable to include
in the rate structure an allowance for future replacement of facilities. Therefore, an analysis was
made of the existing utilities to determine replacement costs to serve as a basis for computing a
schedule for major repair and renewal.
The original cost of each project was determined from contract payments and was broken down
to the various type of facility. Service costs were not included in the analysis because the
maintenance or replacement of these items are the individual property owner's responsibility. A
ten percent factor was added to the original costs for engineering and administrative fees which
will be required for the design and construction of replaced facilities.
The original costs were then converted to replacement costs by applying a "trend factor" which is
the ratio of current construction costs to construction costs for the year when the facility was
built. Environmental Protection Agency and Engineering New Record cost indices were utilized
to determine the "trend factor ".
The renewal and replacement amounts were then computed by amortizing the replacement cost
over the assumed life of the facility with an average rate of interest of six percent. The assumed
life of the various components of the utility system used in this computation are as follows:
1. Water and Sewer Mains 80 years
2. Building and Wells 40 years
3. Lift Stations and Pumping Equipment 20 years
Current values of the systems were also computed based on a straight line relationship
utilizing the assumed life of each component. The current value figures are included for
informational purposes and may be of some value in analyzing insurance needs and other
possible uses.
Based on the above procedures, a summary of the cost information obtained is tabulated below:
' Oak Park Heights Sewer & Water Rate Study 19
Oak Park Heights, Minnesota
Renewal & Replacement Summary
Sanitary Sewer Svstem
Item
Sanitary Sewer
Lift Stations
TOTAL SEWAGE
WORKS
1997
Original Replacement
Cost Cost
$2,079,105 $4,992,336
155,591 329,989
Current
Renewal &
Value
Replacement
$3,671,387
$15,537
116,069
$12,281
$2,234,696 $5,322,825
$3,787,456 $27,818
Waterworks System
1997
Item
Water Main & PRS
Wells
Pumps
Pumphouses
Elevated Tanks
TOTAL
WATERWORKS
Original Replacement
Cost
Cost
$1,614,782
$3,554,279
56,971
233,939
20,596
81,583
108,170
406,206
750,860
1,264,378
Current
Renewal &
Value
Replacement
$2,677,255
$11,061
81,661
3,102
16,316
3,036
191,518
5,387
1,038,152
3,935
TOTAL SYSTEMS
$2,551,379 $5,540,385
$4,786,075 $10,863,210
$4,004,902 $26,521
$7,792,358 $54,339
Oak Park Heights Sewer & Water Rate Study 20
I
1
Sanitary
Sewer
1
Original
Trend
Replacement
Condition
Current
'
Year
Cost
Factor
Cost
Factor
Value
1967
$466,815
5.139
$2,398,962
.6313
$1,514,465
1968
70,354
4.829
339,739
.6438
218,724
'
1969
18,761
4.627
86,807
.6563
56,972
1971
9,494
3.687
35,004
.6813
23,848
'
1972
13,895
3.403
47,285
.6938
32,806
1973
62,405
3.244
202,442
.7063
142,985
'
1975
17,552
2.735
48,005
.7313
35,106
1976
24,531
2.461
60,371
.7438
44,904
'
1977
40,935
2.258
92,431
.7563
69,906
1978
75,458
2.129
160,650
.7688
123,508
1979
61,578
1.925
118,538
.7813
92,613
'
1981
10,273
1.668
17,135
.8063
13,816
1982
57,455
1.556
89,400
.8188
73,201
'
1983
9,288
1.410
13,096
.8313
10,887
1986
8,952
1.251
11,199
.8688
9,730
1987
133,351
1.317
175,623
.8813
154,777
1989
21,171
1.235
26,146
.9063
23,696
1990
78,449
1.211
95,002
.9188
87,288
'
1991
171,210
1.192
204,082
.9313
190,062
1992
68,884
1.154
79,492
.9438
75,025
'
1993
213,386
1.106
236,005
.9563
225,692
1994
10,546
1.073
11,316
.9688
10,963
1995
1996
169,045
55,240
1.058
178,850
.9813
175,505
1.017
56,179
.9938
55,831
1997
209,077
1.000
209,077
1.0000
209,077
'
TOTALS
$2,079,105
$4,992,836
$3,671,387
Oak Park Heights Sewer & Water Rate Study 21
I
1 Water Mains
J
1
1
1
1
1
1
1
1
1
1 Oak Park Heights Sewer & Water Rate Study 22
Original
Trend
Replacement
Condition
Current
Year
Cost
Factor
Cost
Factor
Value
1964
$15,444
5.582
$86,208
.5938
$51,191
1967
238,607
5.139
1,226,201
.6313
774,101
1968
31,494
4.829
152,085
.6438
97,912
1969
20,016
4.627
92,614
.6563
60,783
1971
7,095
3.687
26,159
.6813
17,822
1972
14,160
3.403
43,186
.6938
33,432
1973
68,740
3.244
222,993
.7063
157,500
1975
31,687
2.735
86,664
.7313
63,377
1976
48,455
2.461
119,248
.7438
88,696
1977
36,522
2.258
82,467
.7563
62,370
1978
63,257
2.129
134,674
.7688
103,537
1979
60,676
1.925
116,801
.7813
91,257
1981
3,993
1.668
6,660
.8063
5,370
1982
81,917
1.556
127,463
.8188
104,367
1983
6,490
1.410
9,151
.8313
7,607
1986
12,166
1.251
15,220
.8688
13,223
1987
116,721
1.317
153,722
.8813
135,475
1989
9,425
1.235
11,640
.9063
10,549
1990
56,244
1.211
68,111
.9188
62,581
1991
150,156
1.192
178,986
.9313
166,690
1992
35,334
1.154
40,775
.9438
38,484
1993
127,627
1.106
141,155
.9563
134,987
1994
15,113
1.073
16,216
.9688
15,710
1995
129,457
1.058
136,966
.9813
134,404
1996
73,559
1.017
74,810
.9938
74,346
1997
154,220
1.000
154,220
1.0000
154,220
TOTALS
$1,608,575
$3,529,395
$2,659,991
1 Oak Park Heights Sewer & Water Rate Study 22
I Lift Stations
1
Condition
Original
Trend
Replacement
Year
Cost
Factor
Cost
1967
$14,300
5.817
$83,183
1973
28,157
3.813
107,363
1987
49,335
1.285
63,395
1991
63,799
1.192
76,048
TOTALS
$155,591
5.817
$329,989
Condition
Current
Factor
Value
.2000
$16,637
.2000
21,473
.4500
28,528
.6500
49,431
1967-Well #1
$116,069
1
I�
' Supply & Storage
1
11
1
1
1
1
rl
' Oak Park Heights Sewer & Water Rate Study 23
Original
Trend
Replacement
Condition
Current
Year
Cost
Factor
Cost
Factor
Value
1967-Well #1
$17,449
5.817
$101,501
.2500
$25,375
1974 -Well #2
39,522
3.351
132,438
.4250
56,286
1967 -Pump #1
7,198
5.817
41,871
.2000
8.374
1975 -Pump #2
13,398
2.964
39,712
.2000
7,942
1967 -PH #1
30,000
5.817
174,510
.5000
87,255
1975-PH #2
78,170
2.964
231,696
.4500
104,263
1967 -Tank #1
79,860
5.817
464,546
.6313
293,268
1991 -Tank #2
671,000
1.192
799,832
.9313
744,884
1972 - P.R.S.
6,207
4.009
24,884
.6938
17,264
TOTALS
$942,804
$1,710,990
$1,344,911
' Oak Park Heights Sewer & Water Rate Study 23