86-819 WHITE - CITV �LERK
`"""'' =�'E`=R`T E"�'' GITY OF SAINT �AUL F1eci1N0. �� ��� �
BLUE - MAVOR
ounc 'l Resolution
� ' r
Presented By
Referred To Committee: Date
Out of Committee By Date
4��HEREAS, the City of Saint Paul has adopted an ordinance,
Council File N0. 86-620, Ordinance Number 17359, establishing
a Storm Sewer System Charge for the purpose of paying for
the construction, reconstruction, repair, enlargement and
improvements necessitated by the separation of the combined
sewer sys-cern in Saint Paul and for the maintenance, operation
and use of the sex�arated storm sewer system, and
6aHEREAS, �ursuant to this ordinance, the Ci-�y Council
must establish a fair and equitable methodology for the deter-
i�ina�ion of the Storm Sewer System Charge, and adopt policies
establishing procedures and standards for the consideration
and determination of requests for review of the Storm Sewer
Sys�cem Charge, and
WHEREAS, the City Council must also establish by resolution
the Storm Sewer System Rates to be applied to the various
parcels located within the City of Saint Paul .
�10W THEREFORE BE IT RESOLVED that pursuant to the ordinance
adopted in Council File Number 86-620, Ordinance Number 17359,
and upon recommendation of the Department of Public Works,
the Council of the City of Saint Paul does hereby establish
the following polici�s regarding the determination of the
annual Storm Sewer System Charge, and adopts the following
procedures and standards to be used as guidelines by the
Department of Public Works in its consideration �.nd de-termina-
tion of requests for review of the Storm Sewer System Charges.
BE IT FURT�;ER RESOLVED, that the Sto.rm Sewer System
Rates to be applied to properties located within the City
of Saint Paul shall be as set forth in Appendix B of the
follcwing City policy:
COUIVC[LMEN Requested by Department of:
Yeas Drew Nays
Nicosia
Public Works
Rettman [n Favor -' :�
Scheibel
so,,,,a„ __ Against BY
Tedesco �� Q�
W ilson f�
Form App oved by City Attorney
Adopted by Council: Date < /� A
Certified Passed by Council Secretary By '�.�Y 6 �(
By�
Approved by Vlavor: Date _ Approved by May for Su 'ssion to Counc'1 +
�
BY - - —
. . .. ��� -��9
June 10, 1986
CITY OF SAINT PAUL POLICY FOR
THE DETERMINATION AND REVIEW
OF THE STORM SEWER SYSTEM CHARGE
I. INTRODUCTION AND STATEMENT OF PURPOSE
The City of Saint Paul has adopted an ordinance establishing a
Storm Sewer System Charge for the purpose of paying a portion of
the cost of construction, reconstruction, repair, enlargement
and improvements necessitated by the separation of the combined
sewer system and for the maintenance, operation and use of the
� separated storm sewer system. The storm sewer system includes
all facilities pertaininq to the management of stormwater
discharged from property, including but not limited to drainage
ways, ponds, lakes, flood preventive measures, catch basins,
storm sewer pipe, curbs and gutters.
The storm sewer system charge shall be based on a parcel 's
anticipated contribution of stormwater runoff to the storm sewer
system, which is a function of the parcel 's size and its land
use. Typically more intensively developed land uses have a
larger percentage of impervious surface and contribute a greater
volume of stormwater to a storm sewer system. Similarly, a
large parcel would contribute more runoff than a smaller parcel
with the same land use.
Under the charging system established in this policy statement,
a parcel that contributes a greater volume of runoff would pay a
higher Storm Sewer System Charge. As a result, charges
allocated under this methodology would better reflect a parcel 's
fair share of the costs of the storm sewer system. It is not
possible to inspect every parcel in the City of Saint Paul to
determine its individual hydrological response to stormwater.
Therefore, to implement this charging policy, the numerous land
uses found in the City of Saint Paul are classified by their
expected peak stormwater runoff. Each land use is grouped with
other land uses that share similar hydrologic responses under
certain standard conditions. Thus, two parcels of the same size
with different land uses would pay an equal share of the costs
of the storm sewer system if their land uses are determined to
have a similar hydrologic response to stormwater. Both parcels
would be classified in the same land use classification for
purposes of applying this charge.
It is recognized that assigning costs and making charges based
on expected hydrologic response cannot be done with mathematical
precision with the technology available at the present time, and
can only be accomplished within reasonable and practical limits.
It is intended that this policy and procedures will establish a
just, equitable and practical methodology for making such
charges.
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Some parcels due either to their unique topographic,
vegetative, geologic and other characteristics, or the existence
and maintenance of an on-site storm drainage control, detention
or retention facilities have a hydrologic response substantially
different from that of similarly sized parcels of the same land
use.
Therefore, provisions are adopted in this policy statement to
permit adjustments or credits to the Storm Sewer System Charge
for those parcels with these unique and unusual characteristics.
II. METHODOLOGY FOR DEVELOPING STANDARDIZED PEAK RUNOFF RATES
A. RUNOFF
The city�s storm sewer system is developed and designed
usinq the peak stormwater runoff rate for a five year
storm. The Storm Sewer System Charge is in part determined
by utilizing this same criteria.
To establish the standardized peak runoff rate for a
particular land use, Saint Paul utilizes the Modified Curve
Number Method as outlined in the U.S. Department of
Agriculture, Soil Conservation Service Technical Release No.
55. This method takes into consideration the primary
factors of land use and area among other factors such as
soil types and topography or slope and develops a
mathematical model to predict the runoff rates for rain
storms of various intensities and duration. The rain storm
applied to this analysis of runoff is a 5 year 24 hour storm
with Type II rainfall distribution and a total rainfall of
3 . 60 inches.
H. LAND USE CLASSIFICATIONS
To organize its analysis of the numerous land uses within
its boundaries, the city applied an already existing
property identification system known as the Sub-Usage Code
List which is prepared and used by the Ramsey County
Department of Taxation. These Sub-Usage Code Listings were
reviewed and regrouped according to their land use and the
similarities of their runoff characteristics. The end
results for purposes of this charging system are designated
as "land use classifications". See attached Appendix A,
incorporated herein by this reference.
For each of these land use classifications a standardized
peak runoff rate was determined. The analytic method that
was applied included examination of data provided by the
above referenced five year storm model, as well as
information derived from a random sampling of numerous
parcels within the City of Saint Paul.
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C. Standardized Peak Rates of Runoff
The standardized peak runoff rate identified for each
land use classification is as follows:
TABLE I
STANDARDIZED PEAR RUNOFF RATES
Land Use Standardized Peak
Runoff Rate
Classification Example of Land Use Per Acre
A Cemeteries, golf courses, parks, 0.25 cfs
unimproved vacant land, and 1 & 2 (cubic feet
family residential properties in per second)
excess of 1/3 acre.
B Railroads 0.50 cfs
C 1 & 2 family residential properties
less than 1/3 acre 1.00 cfs
D Condominiums and Townhouses 2.00 cfs
E Public & private schools & community
centers 1.50 cfs
F Multiple dwellings, churches,
synagogues & government buildings 2.00 cfs
G Commercial & Industrial 2.70 cfs
III. DETERMINATION OF THE STORM SEWER SYSTEM RATES
A. In General
The Council of the City of Saint Paul shall annually adopt
a storm sewer system budget based on the anticipated
expense to construct, operate and maintain the storm sewer
system. A portion of this budget will be apportioned to
all of the land use classifications, based on their
standardized peak runoff rates per acre. The resultant
rate per acre is the Storm Sewer System Rate. This amount
reflects that portion of the annual expenses charged to a
one acre parcel of a specific land use classification for
providing some of these services.
The rates from time to time may be revised or amended by
resolution. See attached Appendix B, which is
incorporated herein by this reference and is a listing of
the Storm Sewer System Rates to be applied to properties
within the City of Saint Paul.
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B. One and Two Familv Residences
All one and two family residential parcels less than l/3
of an acre in area are placed into a single land use
classification to be charged on an equal per parcel basis.
A majority of the parcels within the city falls within
this land use classification, which also is the most
diverse in terms of area and intensity of use. For
purposes of simplification and to provide equity in the
allocation of costs, all one and two family residence
parcels less than 1/3 of an acre in area are assumed to
have the standardized peak runoff rate of a one and two
family residence parcel of 7500 square feet.
Generally, smaller sized parcels of this specific land use _
have more impervious area in relation to their overall
size, and larger sized parcels have less impervious area
in relation to their overall size. One and two family
parcels less than 7500 square feet when compared to
parcels greater than 7500 square feet but less than 1/3 of
an acre, are likely to have a similar ratio of impervious
areas in relation to their overall parcel size.
Therefore, the runoff contribution of one and two family
residence parcels less than 1/3 of an acre are considered
equivalent for the purposes of the Storm Sewer System
Charqe Policy.
For parcels larger than 1/3 acre, the excess will be
considered equal to park land and charged on an area
basis.
C. Condominiums and Townhouses
All condominium and townhouse parcels have also been
placed into a sinqle land use classification to be charged
on an equal per unit basis.
A one acre parcel of townhouse units or condominium units
has a standardized peak runoff rate equal to the
standardized peak runoff rate for a one acre parcel of
multiple unit dwellings. Unlike the individual units in
multiple dwellings, a condominium or townhouse unit is
typically owned by a single entity or person. As a
result, the Ramsey County Department of Taxation bills
condominium and townhouse units separately despite the
fact they may be part of a single structure.
For the purpose of simplification in the billing process
and to provide equity in the allocation of costs under
this policy, a one acre parcel containing condominium
units and/or townhouse units is assumed to have a density
of 19 units per acre, which is the density of a typical
multiple unit dwelling parcel. The per unit charge in
Appendix B reflects this.
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IV. DETERMINATION OF THE STORM SEWER SYSTEM CHARGE
With the previously discussed exceptions of one and two family
residence parcels and condominium and townhouse unit parcels,
the Storm Sewer System Charge for a parcel shall be the sum of
the multiplication of its area times the Storm Sewer System Rate
specified for that parcel 's land use classification.
V. ADJLTSTMENT OF THE STORM SEWER SYSTEM CHARGE
Where stormwater management is employed or where other
conditions exist such that the peak stormwater runoff rate for a
given parcel is substantially different as compared to the
standardized peak runoff rates for parcels within its land use
classification, the Director of Public Works or his designate
may adjust the parcel 's storm sewer system charge. to an
appropriate level in accordance with the guidelines specified
herein:
A. Procedure Statement
After filing a request for a review of the charge within the
30 day period it will be the responsibility of the property
owner or his agent to present to the Director of Public
Works or his designate within 60 days after receiving the
Storm Sewer System Charge billing statement sufficient
information concerning that parcel 's hydrologic
characteristics to permit an accurate assessment of the
conditions that exist. This information may include, but is
not limited to:
1. A site plan showing locations of all buildings and other
development contained within the parcel.
2. The total parcel area and area of imp�rvious surfaces.
3 . Site topography and contours of sufficient detail to
ascertain flow directions, rates and volumes.
4. Size, details and/or volumetric characteristics of any
drainage control facilities.
�. Hydraulic calculations specifying outflow volumes and
rates for various rainfall events.
B. Land Use Intensity Credits
Where the actual peak stormwater runoff rate from a parcel
is shown to differ from the standardized peak runoff rate
given in Table 1 by more than 10�, the Director of Public
Works or his designate may adjust that parcel 's storm sewer
system charge in accordance with the following parameters:
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1. Calculation of the parcel's peak stormwater runoff rate
shall be determined by the methods outlined in the USDA
Soil Conservation Service Technical Release No. 55.
The design storm shall be the USDA Soil Conservation
Service 24 hour, Type II rainfall distribution for a 5
year storm in Saint Paul, utilizing the parcel 's soil
group and a normal antecedent moisture condition. The
total rainfall for this storm is 3.60 inches. The data
for this storn[ is qiven in Appendix C.
2. If a parcel's calculated peak stormwa�er runoff rate on
a per acre basis differs from the rate listed in Table 1
by more than 10�, the parcel's storm sewer system charge
will be adjusted by the ratio of the actual runoff rate
to the parcel's assigned peak runoff rate.
3. Because the charges for 1 and 2 family residences under
1/3 acre, condominium and townhouses are not based on
actual parcel acreage, no adjustment for peak rate of
runoff differences will be made.
4. For parcels with public drainage easements, calculation
of the peak stormwater runoff rate shall be based on the
non-easement area.
C. Rate of Discharge Credits
Where the peak stormwater runoff rate from a parcel is
limited by on-site facilities such as ponds that are owned
and maintained by the property owner, up to a 25� reduction
in the Storm Sewer System Charge may be granted in
accordance with the following parameters:
1. A 10� credit will be granted to parcels that provide
on-site storage for the five year design storm that also
limit its discharge to a maximum of 1.64 cfs per acre.
Calculation of the peak stormwater runoff rate shall be
determined as outlined in Section V, B, 1.
2. An additional 15$ credit will be granted to parcels that
provide on-site storac�e for the 100 year design storm
that also limit its discharge to a maximum of 1.64 cfs
per acre. Calculation of the parcel's peak stormwater
runoff rate shall be determined by the methods outlined
in the USDA Soil Conservation Service Technical Release
No. 55. The design storm shall be the USDA Soil
Conservation Service 24 Hour, Type II rainfall
distribution for a 100 year storm in Saint Paul,
utilizing the parcel's soil group and a normal
antecedent moisture condition. The total rainfall for
this storm is 5.90 inches. The data for this storm is
given in Appendix D.
3 . For parcels with public drainage easements, calculation
of the peak stormwater runoff rate shall be based on the
non-easement area.
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D. Multiple Credits
Land use intensity credits and stormwater rate of discharge
credits may be cumulative. If a parcel is entitled to both
credits, the land use intensity credit will be applied first
then the rate of discharge credit will be applied.
E. Retroactivitv '
Credit adjustments shall not be made retroactively with
respect to previous billinq years.
F. Increases
A parcel's Storm Sewer System Charge shall be subject to
increases as well as decreases by this procedure.
G. Special Cases
For special and unusual cases where t2�e above procedures do
not result in an appropriate storm sewer system charge, the
Director of Public Works, upon recommendation of his staff,
has the authority to make adjustments consistent with the
intent of the ordinance establishing the storm sewer system
charge and with this policy.
H. Periodic Inspection and Credit Ad'ustments
The Director of Public Works reserves the right to inspect
periodically all storm drainage control facilities to
ascertain that they are operating properly. If such a
system due to improper maintenance or other reason, fails to
detain stormwater runoff in an effective manner, the
director shall issue an order to complete the repairs of
the facility within 60 days. If such repairs are not
completed in a timely manner, the director may eliminate or
reduce detention credits to an appropriate level. Any such
facility shall not be eligible to apply for Storm Sewer
System Charge adjustments for a period of 12 months
following any credit adjustment.
I. Land Use Change
The issuance of any building permit or other action which
changes or intensifies an existing land use shall be cause
for an ad�ustment of the Storm Sewer System Charges to an
appropriate level.
J. Connected Rainleaders
No credits will be given for a property which has
rainleaders (downspouts) , catch basins or any other source
of clearwater discharge that is connected to the sanitary or
combined sewer system.
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APPEND(X A Page 1 of 3
The following Sub-Usage Codes shail be placed
in Land Use Classif ication A
42. Go i f Course -
43. Recreat i on/Amusement Fac i 1 i ty ,
45. Culture & Nature Exhibit
47. Marina
70. Cemetery ,
8!. Vacant Land - Commercial
82. Vacant Land - industrial
83. Vacant Land - Exempt
85. Radio 8� T.V. Tower
89. HRA Vacant
95. Vacant Land - Residential
99. Undef inable
The following Sub-Usage Codes sha)i be placed
in Land Use Classification B:
SS. Rai lroads
The following Sub-Usage Codes shall be placed
in Land Use Ciassification C:
90. Singie Family
91. Duplex
93. Double Dwelling
The following Sub-Usage Codes shall be placed
in Land Use Classification D: ��
l. Condominiums tincluding Co-op)
94. Townhouse
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tippendix A Page 2 of 3
The following Sub-Usage Codes shall be placed
in Land Use Classification E:
71. School (Primary/Secondary)
72. Coliege/University
The following Sub-Usage Codes shall be placed ,
in Land Use Classification F:
2. Apartment - GardQn
3. Apartment - Walkup
4. Apartment - Elevator
7. Nursing Harr�e
8. Mobile Home Park
9. Other Residences
36. Residentiai Garage/Shed
49. L i brary
73. Church/Synagogue
76. Government Facility
77. Dorm i tory
78. Post Of f ice
79. Fire Station
92. Triplex
The following Sub-Usage Codes shall be placed
in Land Use Classification G:
5. Hotei
6. Motel/Tourist Court
10. General Retail 8� Service
1 1_ 5upermarket
12. Department/Discount 5tore
13. Commerciai/Apartment
14. Lumber Yard & Bui lding Materiai
IS. Community/Strip Shopping
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Appendix A Page 3 of 3
16. Regional 5hopping Center
17. Restaurant/Bar
18. FastFood Restaurant
i 9. Funeral Home
20. MedicalOffice/Clinic .
21. General 1-Story/WalkupOffice
22. General Elevator Of f ice �
23. Bank/Savings 8� Loan/Credit Union
24. Vet Clinic, Hospital, Dispensary
25. Discount Store
26. Tavern/Cafe (Low Cost)
30. Gas Station
31. Auto Service Center/Garage �
32. New Car Showroom/Service Garage
33. Boat 8� Other Vehicle Sales/Service
34. Car Wash
35. Parking Garage
37. Parking Ramp
40. Theater
41. Drive-In Theater
44. Sports and Pub i ic Assemb ly Fac i i i ty
46. Club/Association Hall
48. Bowling Alley
S0. warehouse
S 1. Storage Tank/Tower
52. Grain Elevator
53. Transportat i on Fac i 1 i ty
54. Tnack Term i na)
56. Airport Facility
57. Greenhouse/Nursery
58. Mini-Storage Warehouse
60. L ight Manufacturing
61. Heavy Manufacturing
62. Construction Service Facility
63_ Food/Drink Process ing Fac i 1 i ty
64. Research/Development/Testing Facility •
74. Hospital
75. Welfare & Charitable Facility
80. Utility Service Facility
84. Miscellaneous
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APPENDIX B
The Councii of the City of Saint Paui hereby adopts the foliowing storm
sewer system rates for various Land Use Classif ications within the city
f or 1986:
L,4ND USE 1986 STORM SEWER
CLASSIFICATION EXAMPLES OF LAND USE SYSTEM RATE
A Cemeteries, Golf Courses, �50.00 per acre
Parks, Unimproved Vacant Land
and 1 & 2 Family Residential
Land in excess of 1/3 acre
B. Railroads $90.00 per acre
C. i & 2 Family Residentiai $32.00 per parcel
Properties less than 1/3 acre
D. Condominiums and Townhouses �20.00 per unit
E. Public & Private Schools �275.00 per acre
and Community� �enters
F. Muitiple Dweilings, Churches, =370.00 per acre
Synagogues and
Government Buildings
G. Commercial and Industrial $500.00 per acre
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� APPEND{X C
. Rainfail Distribution for a S yr. 5torm in St Paul
Rainfall interuity in inches/hour
tlrs � 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 � Nrs
0 � 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 � 1
1 � 0.036 0.036 0.045 O.OGS 0.045 0.045 0.045 0.045 0.045 0.045 ( 2
2 � 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.047 0.047 � 3
3 � 0.047 0.04T 0.047 0.067 0.047 0.047 0.047 0.047 0.054 0.054 � 4
4 � 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.058 0.058 �� 5.
5 � 0.058 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 � 6
6 � 0.068 0.072 0.072 0.072 0.072 0.072 0.0T2 0.072 0.072 0.072 � 7
7 � 0.072 0.072 0.0T2 0.072 0.072 0.072 0.072 O.OTZ 0.072 0.072 ( 8
8 � 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.108 0.108 � 9
9 ( 0.108 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.144 � 10
10 � 0.144 0.144 0.180 0.180 0.180 0.216 0.216 0.216 0.216 0.252 � 11
11 � 0.252 0.288 0.288 0.324 0.576 0.9T2 1.620 2.340 6.120 2.628 � 12
12 � 0.792 0.540 0.540 0.360 0.3b0 0.360 0.288 0.252 0.216 0.216 � 13
13 � 0.216 0.216 0.216 0.180 0.158 0.155 0.155 0.144 0.144 0.146 � 14
16 � 0.144 0.126 0.126 0.122 0.122 0.115 0.108 0.108 0.108 0.108 � 15
15 � 0.108 0.108 0.108 0.090 0.090 0.090 0.090 0.090 0.090 0.090 � 16
16 � 0.090 0.072 0.072 0.072 0.0T2 0.072 0.072 0.07Z O.OTL 0.072 � 17
17 � 0.072 0.072 0.072 0.072 G.072 0.072 0.072 0.0T2 0,072 0.072 � 18
18 � 0.072 0.072 0.0T2 0.072 0.072 0.058 0.058 0.058 0.058 0.058 ( 19
19 � 0.054 0.050 0.050 0.047 0.047 0.047 0.047 0.047 0.047 0.047 � 20
20 � 0.047 0.047 0.047 0.047 O.OG7 0.04T 0.043 0.043 0.043 0.043 � 21
21 � 0.043 0.043 0.043 0.043 0.043 0.0G3 0.043 0.043 0.043 0.043 � 22
22 � 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 � 23
23 � 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 � 24
«::tt*�.*.w..:.:..�..�:ti:..::....:.......*.,�:,�+:::�.*...::*:.+.:.*.*:.......�.t..
Cunutative Rainfall in inches �
1
Nrs � 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 � Mrs
0 � 0.0036 0.0072 0.0108 0.0144 0.0180 0.0216 0.0252 0.0288 0.0324 0.0360 � 1
1 � 0.03% 0.0432 0.0477 0.0522 0.0567 0.0612 0.0657 0.0702 0.0747 0.0792 � 2
2 � 0.0837 0.0882 0.0927 0.0972 0.1017 0.1062 C.110T 0.1152 0.1199 0.1246 � 3
3 � 0.1292 0.1339 0.1386 0.1433 0.1480 0.1526 0.1573 0.1620 0.1674 0.1TL8 � <
c � o.��az o.is� o.�a90 o.�vca o.��s o.tos2 o.z�ob o.t�bo o.tz�a o.2z� � s
S � 0.2333 0.2394 0.2455 0.2516 0.2578 0.2639 0.2700 0.2761 0.2822 0.2884 � 6
6 � 0.2952 0.302G 0.30% 0.3?68 0.3260 0.3312 0.3384 0.3456 0.3528 0.3600 ( 7
7 � 0.36T2 0.3744 0.3816 0.3888 0.3960 0.4032 0.4104 0.<176 0.4248 0.4320 � d
8 � 0.4410 0.4500 0.4590 0.4680 0.4770 0.4860 0.4950 0.5040 0.5148 0.5256 � 9
9 � 0.5364 0.5490 0.5616 0.5742 0.5868 0.5994 0.6120 0.6246 0.6372 0.6516 � 10
10 � 0.6660 0.6804 0.6984 0.7164 0.7344 0.7560 0.7776 0.7992 0.8208 0.8460 � 11
11 ( 0.8772 0.9000 0.9288 0.%12 1.0188 1.1160 1.278D 1.5120 2.1240 2.3868 � 12
12 � 2.6660 2.5200 2.5740 2.6100 2.6460 2.6820 2.7108 2.T360 2.7576 2.7792 � 13
13 � 2.8008 2.8224 2.8440 2.8620 2.8778 2.8933 2.9088 2.9232 2.9376 2.9520 � 1i
14 ( 2.9664 2,9790 2,99�6 3.0038 3.0161 3.0276 3.0384 3.0492 3.0600 3.0708 � 15
15 � 3.0816 3.0924 3.1032 3.1122 3.1212 3.1302 3.1392 3.1482 3.15R 3.16G2 � 16
16 � 3.1752 3.1824 3.1896 3.1968 3.20�G0 3.2112 3.2184 3.2256 3.2328 3.2400 � 17
17 � 3.2472 3.2544 3.2616 3.2688 3.2760 3.2832 3.2904 3.2976 3.3048 3.3120 � 18
18 � 3.3192 3.3264 3.3336 3.3408 3.3�80 3.3538 3.3595 3.3653 3.3710 3.3768 � 19
19 � 3.3822 3.387Z 3.3923 3.3970 3.4016 3.4063 3.4110 3.G157 3.4204 3.4250 � 20
20 � 3.4297 3.4344 3.4391 3.4438 3.4484 3.4531 3.6574 3.4618 3.4661 3.4704 � 21
21 � 3.6747 3.4T90 3.4834 3.4877 3.6920 3.4963 3.5006 3.5050 3.5093 3.5136 � 22
22 � 3.5179 3.5222 3.5266 3.5309 3.5352 3.5395 3.SG38 3.5482 3.5525 3.5568 � 23
23 I 3.5611 3.%54 3.5608 3.57�1 3.573�. 3.5827 3.58�0 3.SOtc ;.SOa� z ,crux� I �c
" . APPENDIX 0 � �-- �G � d''l �'
Rainfali Distribution for a 100 yr. Storm in St. Paul
Rainfall Intensity in inches/Aour
Hrs � 0.1 0.2 0.3 0.4 0.5 Q.6 Q.T 0.8 0.9 1.0 � Nrs
0 � 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.054 0.059 0.059 f 1
t � 0.059 0.059 0.074 0.074 0.074 O.OTG 0.07G 0.074 0.074 O.D74 � 2
2 � 0.074 0.074 0.0T4 0.074 0.074 0.07G 0.074 0.074 0.077 0.077 � 3
3 � O:Q77 0.077 0.077 0.077 O.on o.on o.077 0.077 0.089 0.089 � 4
i � 0.089 0.089 0.088 0.089 0.088 0.089 0.089 0.089 0.094 0.094 �� 5
5 � 0.094 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 ( 6+ ,
6 ( 0.112 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 � 7 �
7 � 0.118 0.118 0.118 0.118 0.118 0.918 0.118 0.118 0.118 0.118 � 8
8 � 0.147 0.148 0.147 0.147 0.148 0.148 0.147 0.148 O.�n o.�n � 9
• 9 � 0.177 0.206 0.206 0.207 0.206 0.20T 0.206 0.207 0.207 0.236 ( 10
10 � 0.236 0.236 0.295 0.295 0.295 0.354 0.354 0.354 0.356 0.413 � 11
11 � 0.413 0.472 0.472 0.531 0.944 1.593 2.655 3.83510.030 4.307 ( 12
12 � 1.298 0.885 0.885 0.590 0.590 0.590 0.472 0.413 0.354 0.356 � 13
13 ( 0.354 0.354 0.354 0.295 0.260 0.254 0.254 0.236 0:236 0.236 � 14
14 � 0.236 0.206 0.206 0.201 0.201 0.789 0.1TY 0.177 0.177 0.177 � 15
15 � 0.177 0.177 0.177 0.148 0.14T 0.148 0.148 0.148 0.148 0.148 ( 16
16 � 0.148 O.t18 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 � i7
17 � 0.118 0.118 0.118 0.118 O.ttB 0.118 0.118 0.118 0.178 0.118 � 18
18 � 0.118 0.118 0.118 0.118 0.118 0.096 0.094 0.094 0.094 0.094 � 19 �
19 � 0.089 0.083 0.083 0.077 0.077 O.on o.on o.on o.on o.077 � 20
20 � 0.077 0.077 0.077 0.077 0.077 0.0T7 0.071 0.071 0.071 0.071 � 21
z� � o.o�� o.o» o.o�� o.o�� o.o�i o.o» o.o�i o.o�� o.o» 0.07� � z2
u � 0.07� o.oi� o.o» o.o» o.o» o.o» o.o» o.oii o.o�t o.o�� � z3
t3 � o.o�� o.oi� o.o» o.o» o.o» o.o�i o.o» o.o�� o.o» o.o» � 24
tt+t+*xe�*r***xt,tti:*:ttNy*tte*r�+�**:r**�N:*�:►:vri*x**�*►x**ttire�**r*rtt►�*rf
Cunulative Rainfall in inches
Mrs � 0.7 0.2 0.3 0.4 0.5 0.6 0.T 0.8 0.9 1.0 � Mrs
0 � 0.0059 0.0118 0.0177 0.0236 0.0295 0.0354 0.0413 O.OG72 0.0531 0.0590 � 1
1 � 0.06G9 0.0708 0.0782 0.0855 0.0929 0.1003 0.10T7 0.1150 0.1224 0.1298 � 2
2 � 0.1372 0.1445 0.1519 0.1593 0.1667 0.17G0 0.1814 0.1888 0.1965 0.2041 � 3
3 � 0.2118 0.2195 0.22T1 0.?348 0.2425 0.2502 0.2578 0.2655 0.2743 0.2832 � S
< � 0.2920 0.3009 0.3097 0.3186 0.3274 0.3363 0.3451 0.35G0 0.3634 0.3729 � 5
S � 0.3823 0.3923 0.�024 O.G124 0.4224 0.4325 0.4425 O.i525 0.6626 0.4726 j 6
6 � O.G838 0.4956 0.5074 0.5192 0.5310 0.5G28 0.5546 0.566G 0.5782 0.5900 � 7
7 � 0.6018 0.6136 0.6256 0.637Z 0.6490 0.6608 0.6726 0.6844 0.6462 0.7080 f a
8 � 0.7Z27 0.7375 0.7522 0.7670 0.7817 0.7965 0.8112 0.8260 0.8437 0.8614 � 9
9 � 0.8791 0.8997 0.9204 0.9410 0.9617 0.4823 1.0030 1.0236 1.0443 1.0679 ( 10
10 � 1.0915 1.1151 1.1G46 1.1741 1.2036 1.2390 1.2744 1.3098 1.3452 1.3865 � 11
it � 1.4278 1.4750 1.5222 1.5753 1.6697 1.8290 2.0945 2.4780 3.4810 3.9117 � 12
12 � 4.0G15 4.1300 G.2185 4.2775 4.3365 4.3955 4.4427 4.4840 4.5194 4.5548 � 13
13 � 4.5902'4.6256 4.6610 4.6905 4,Tt65 4.7418 4.76T2 4.7908 4.8144 <,8380 � 1�
�4 I 4-86�6 4•8822 4.9029 i.9230 4.9430 4.9619 4.9796 4.9973 S.Ot50 5.0327 � 15
15 � 5.050G 5.0681 5.0858 5.1005 5.1153 5.1300 5.1448 5.1595 5.1743 5.1890 � 16 '
16 � 5.2038 5.2156 5.2274 5.2392 5.2510 5.2628 5.2746 5.2864 5.2982 5.3100 � 17
17 � 5.3218 5.3336 5.3454 5.3572 5.3690 5.3808 5.3926 S.G044 5.6162 5.G280 � 18
18 � 5.4398 5.4516 5.4634 5.4752 5.4870 5.6464 5.5059 5.5153 5.5248 5.5342 � 19
19 � S.SG30 5.55t3 5.5596 5.56T2 5.5749 5.5826 5.5902 5.5979 5.6056 5.6133 ( 20
20 � 5.6209 5.6286 5.6363 5.6439 5.6516 5.6593 5.6664 5.6736 5.6805 5.6876 � 21
21 � 5.6947 5.7018 5.7088 5.7159 5.7230 5.7301 5.7372 5.7G42 5.7513 5.7584 � 22
22 � 5.7655 5.7726 S.T796 5.7867 5.7938 5.8009 5.8080 5.8150 5.8221 5.8242 � 23
23 � 5.8363 5.8436 5.a504 i.8575 5.86�6 5.8717 5.8788 S.E858 S.Q929 5.9000 � 2�
...�...,..+,.
_...++�.+.+.��,-....�..-...�..._.._--------___ ___
WHITE - C�TV CLE�iK
PINK " - FIN/M/CE G I TY O F SA I NT PA LT L Council U
CANTRV - OEQA.i7TM�JT File NO• �"' - `� � •
BLUE - MAVOR
Council Resolution
Presented By
Referred To Committee: Date
Out of Committee By Date
BE IT FURTHER RESOLVED, that the above referenced policy,
procedures, standards and Storm Sewer System Rates shall be applied
to all properties in the City of Saint Paul under the direction of
the Director of the Department of Public Works.
: BE IT FURTHER RESOLVED, that the Storm Sewer System Rates as
set forth in Appendix B of this policy shall be reviewed by the
City Council at a minimum of once every two years.
�'l� 6- �6-
COUNCILMELV Requested by Department of:
Yeas Drew Nays
N icosia �
Re�� [n Favor _ �/ �
�m,e,,. � __ Against BY � �� /
rede5�o
wi�son
Adopted by Council: Date �9 t�� Form Ap ove�City Attorney
B � ` `�� � 11 �f6
Certified Pas•e b uncil Sec ry Y
gy,
" _ + °[ � � yo � � �roved by Mayor for Submission to Council
Approved by :4lavor. �\� �
By ��. _ By
PUBIISHEO �':.'^.' `' 819�6
Public Works � `�" ��O `�l9 N� �rJ��O
DEPARTMENT _
�,.ROV�: Bredah� �'CbNTACT
29�-6138 PHONE :
June 10 1986 DATE ` �/.�rr� ,r �
ASSIGN NUhBER FOR RpUTING ORDER (Clip Al1v Locations for Signature): :
a �__ �
,/ 5 Director'o# Mana ement/Mayor
or � � City Clerk J ,
� - —
WHAT WILL BE ACHIEYED 8Y TAKI�IG ACTION ON THE ATTACHED MATERIALS? (Purpase/ �
Rationale) : '
Establishes a policy for the determination �nd review of �he Storm Sewer System
- Charge. Also approves the Storm Sewer 5ystem Rates effective in 1986.
�ECCiV�i�
J�1 N � r,� .
COST/BENEFIT, BUDGETARY ANa PERSONNEL IMPACTS ANTICIPATEQ: f��Yl��`� C1�FICE
This new program will generate approximately S.OM in revenue to finance the
combined sewer separation program and the maintenance, operation and use of
the storm` sewer system.
FINANCING SOURCE AND BUDGET ACTIVITY NUI�ER CHARGED OR CREDITED: (Mayor's signa-
ture not re-�
Tota1 Amount of "Transaction: Est. $5M credit quired if und.er
. $10,00Q)
Funding Source; Sto�it Sewer System Charge
Activity Number: 22212 �
ATTACHMENTS (List and Number All Attachments) :
1. Resolution
2. City o� Saint Paul Po�.icy for determination and review of the Storm
Sewer System Cl�arge.
DEPARTMENT REVIfW CITY ATTORNEY REyIEW
x Yes No Council Resolution Required? ' Resolutlon Required? X Yes No
� Yes No Insurance Required? Insurance Sufficient? Yes No
Yes No Insurance Attached:
(SEE •RE�IERSE SIDE F'aR INSTRUCtIONS) �
Revised 12/84 �
' _ _ . HOW TO USE THE GREEN SHEET
. � �` t ..
The GREEN SHEET has several PURPOSES= ' " '
1. to assist in ,routing documents and in securing required signatures �
2. to brief the reviewers of documents on the impacts of approval
� 3. to hel ensure that necessar su
P y pporting materials are prepared, and, if
� required, attached.
Providing complete informa'tion under the listed headings enables reviewers to make
decisions on the documents and eliminates follow-up contacts that may delay execution.
The COST/BENEFIT, BUDGETARY AND PERSONNEL IMPACTS headinq provides space to explain
� the cost/benefit aspects of the decision. Costs and benefits related both to City
budget (General Fund and/or Special Funds) and to broader financial impacts (cost "
to users, homeowners or other groups affected by the action) . Ti�e personnel impact
is a description of change or shift of F'ull-Time Equivalent (FTE) positions. �
If a CONTRACT amount is less than $10,000, the Mayor's signature is not required,
if the department director signs. A contract must always be first signed by the
outside agency before routing through City offices. .
Below is the preferred ROUTING for the five most frequent types of documents:
CONTRACTS (assumes authorized budget exists) �
1. Outside Agency 4. Mayor
2. Initiating Department 5. Finance Director
3. City Attorney 6. Finance Accounting
ADMINISTRATIVE ORDER (Budget Revision) ADMINISTRATIVE ORDERS (all others) ,
1. Activity Manager l. Initiating Department
2. Department Accountant 2. City Attorney
3. Department Director 3. Director of Management/Mayor
4. Budget Director 4. City Clerk '
5. City Clerk
6. Chief Accountant, F&MS
COUNCIL RESOT�UTION (Amend. Bdgts./Accept. Grants) COUNC�L RESOLUTION (all others)-
1. Department Director � 1. Initiating Department
2. Budget Director 2. City Attorney
3. City Attorney 3. Director of Manaqement/Mayor
4. Director of Management/Mayor 4. City Clerk
5. Chair, Finance, Mngmt. & Personnel Com. 5. City Council
6. City Clerk
7. City Council
8. Chief Accountant, F`&MS
SUPPORTING MATERIALS. In the ATTACHMENTS section, identify all attachments. If the
Green Sheet is well done, no letter of transmittal need be included (unless signing
such a letter is one of the requested actions) .
Note: If an aqreement requires, eviderice of insurance/co-insurance, a Certificate of
Insurance should be one of the attactmnents at time of routinc�.
Note: Actions which require City Council Resolutions iaclude:
1. Contractual relationship wfth another goverimvental unit.
2.. Collective barqaininq contracts. � �
3. Purchase, sale or lease of`land.
4. Issuance of bonds by City.
5. Eminent domain.
6. Assumption of liabilfty by City, or qranting by City of indemnific�tion. :
7. Agreements with State or Federal Gover�nt under which they are providing
fundinq.
8. Budget amendments. : .
�':...L....--T
� . . ��- �/9
��
CITY UF SAINT PAUL POLICY
FOR THE DETERMINATION
AND REYIEi�V
OF THE
STOR EWER SYSTEM CHARGE
�
�.:
�
. , ; �� � -�i9
June 10, 1986
CITY OF SAINT PAUL POLICY FOR
THE DETERMINATION AND REVIEW
OF THE STORM SEWER SYSTEM CHARGE
I. INTRODUCTION AND STATEMENT OF PURPOSE
The City of Saint Paul has adopted an ordinance establishing a
Storm Sewer System Charge for the purpose of paying the cost of
construction, reconstruction, repair, enlargement and
improvements necessitated by the separation of the combined
sewer system and for the maintenance, operation and use of the
separated storm sewer system. The storm sewer system includes
all facilities pertaining to the management of stormwater
discharged from prope,rty, including but not limited to drainage
ways, ponds, lakes, flpod preventive measures, catch basins,
storm sewer pipe, curbs ,and gutters.
The storm sewer system charge shall be based on a parcel 's
anticipated contribution o�� stormwater runoff to the storm sewer
system, which is a function '4of the parcel 's size and its land
use. Typically more intensiV�ely developed land uses have a
larger percentage of imperviou� surface and contribute a greater
volume of stormwater to a storm�sewer system. Similarly, a
large parcel would contribute mo'�e runoff than a smaller parcel
with the same land use.
Under the charging system establish�d in this policy statement,
a parcel that contributes a greater �olume of runoff would pay a
higher Storm Sewer System Charge. As''Y�a result, charges
allocated under this methodology would�:better reflect a parcel 's
fair share of the costs of the storm se�er system. It is not
possible to inspect every parcel in the ity of Saint Paul to
determine its individual hydrological re onse to stormwater.
Therefore, to implement this charging pol cy, the numerous land
uses found in the City of Saint Paul are c assified by their
expected peak stormwater runoff. Each lan � use is grouped with
other land uses that share similar hydrolog�c responses under
certain standard conditions. Thus, two parc�els of the same size
with d�fferent land uses would pay an equal ehare of the costs
of the storm sewer system if their land uses--are determined to
have a similar hydrologic response to stormwater. Both parcels
would be classified in the same land use classification for
purposes of applying this charge.
It is recognized that assigning costs and making charges based
on expected hydrologic response cannot be done with mathematical
precision with the technology available at the present time, and
can only be accomplished within reasonable and practical limits.
It is intended that this policy and procedures will establish a
�ust, equitable and practical methodology for making such
charges.
. � �����
Some parc�ls due either to their unique topographic,
vegetative``� geologic and other characteristics, or the existence
and mainten nce of an on-site storm drainage control, detention
or retention facilities have a hydrologic response substantially
different fro that of similarly sized parcels of the same land
use.
Therefore, prov ions are adopted in this policy statement to
permit adjustmen s or credits to the Storm Sewer System Charge
for those parcels with these unique and unusual characteristics.
II. METHODOLOGY FOR DE LOPING STANDARDIZED PEAK RUNOFF RATES
A. RUNOFF
The city's storm ewer system is developed and designed
using the peak sto water runoff rate for a five year
storm. The Storm wer System Charge is in part determined
by utilizing this s e criteria.
To establish the stan ardized peak runoff rate for a
particular land use, int Paul utilizes the Modified Curve
Number Method as outli ed in the U.S. Department of
Agriculture, Soil Conse ation Service Technical Release No.
55. This method takes to consideration the primary
factors of land use and rea among other factors such as
soil types and topography or slope and develops a
mathematical model to pre 'ct the runoff rates for rain
storms of various intensit es and duration. The rain storm
applied to this analysis of runoff is a 5 year 24 hour storm
with Type II rainfall distri ution and a total rainfall of
3. 60 inches.
B. LAND USE CLASSIFICATIONS
To organize its analysis of the numerous land uses within
its boundaries, the city applie an already existing
property identification system own as the Sub-Usage Code
List which is prepared and used b the Ramsey County
Department of Taxation. These Su -Usage Code Listings were
reviewed and regrouped according t their land use and the
similarities of their runoff chara eristics. The end
results for purposes of this chargi system are designated
as "land use classifications��. See a tached Appendix A,
incorporated herein by this reference.
�
For each of these land use classificatipns a standardized
peak runoff rate was determined. The analytic method that
was applied included examination of data provided by the
above referenced five year storm model, as well as
information derived from a random sampling of numerous
parcels within the City of Saint Paul.
-2-
. � � �� �
C. Standardized Peak Rates of Runoff
The standardized peak runoff rate identified for each
land use classification is as follows:
TABLE I
SiI'ANDARDIZED PEAK RUNOFF RATES
``; Standardized Peak
Land Use �= Runoff Rate
Classification Example o� Land Use Per Acre
2,
A Cemeteries,���olf courses, parks, 0.25 cfs
unimproved v��ant land, and 1 & 2 (cubic feet
family reside�al properties in per second)
excess of 1/3 re.
B Railroads � 0.50 cfs
C 1 & 2 family resid�ntial properties
less than 1/3 acre �+ 1.00 cfs
D Condominiums and To ouses 2.00 cfs
E Public & private school & community
centers 1.50 cfs
F Multiple dwellings, churc es,
synagogues & government bu'ldings 2.00 cfs
G Commercial & Industrial 2 .70 cfs
III. DETERMINATION OF THE STORM SEWER SYST RATES
A. In General
The Council of the City of Saint Pau shall annually adopt
a storm sewer system budget based on e anticipated
expense to construct, operate and main ain the storm sewer
system. A portion of this budget will e apportioned to
all of the land use classifications, ba d on their
standardized peak runoff rates per acre. The resultant
rate per acre is the Storm Sewer System R te. This amount
reflects that portion of the annual expen s charged to a
one acre parcel of a specific land use cla ification for
providing these services.
The rates from time to time may be revised o� amended by
resolution. See attached Appendix B,—w3��r�_�
incorporated herein by this reference and is a listing of
the Storm Sewer System Rates to be applied to properties
within the City of Saint Paul.
-3-
. �� ����
IV. ��ETERMINATION OF THE STORM SEWER SYSTEM CHARGE
Wit the previously discussed exceptions of one and two family
res�nce parcels and condominium and townhouse unit parcels,
the S� rm Sewer System Charge for a parcel shall be the sum of
the mul iplication of its area times the Storm Sewer System Rate
specifie for that parcel's land use classification.
V_ �T1.TTtCmML+l�rm L+ rntr,_, �,.,,..,•.�- ----- ----
(��~ �� �
B. One and Two Family Residences
All one and two family residential parcels less than 1/3
��°� of an acre in area are placed into a single land use
�''� classification to be charged on an equal per parcel basis.
�`•� majority of the parcels within the city falls within
��is land use classification, which also is the most
di'verse in terms of area and intensity of use. For
pur`Roses of simplification and to provide equity in the
allo�„ation of costs, all one and two family residence
parce� less than 1/3 of an acre in area are assumed to
have th� standardized peak runoff rate of a one and two
family r`�esidence parcel of 7500 square feet.
>
Generally,�`��Smaller sized parcels of this specific land use
have more i ervious area in relation to their overall
size, and 1'a�ger sized parcels have less impervious area
in relation td their overall size. One and two family
parcels less t��n 7500 square feet when compared to
parcels greater 'than 7500 square feet but less than 1/3 of
an acre, are like�y to have a similar ratio of impervious
areas in relation �'to their overall parcel size.
Therefore, the runo�f contribution of one and two family
residence parcels less than 1/3 of an acre are considered
equivalent for the pu`�poses of the Storm Sewer System
Charge Policy. '
For parcels larger than� 3/3 acre, the excess will be
considered equal to park land and charged on an area
basis.
C. Condominiums and Townhouses
� All condominium and townhouse `parcels have also been
placed into a single land use c3assification to be charged
on an equal per unit basis.
A one acre parcel of townhouse units or condominium units
has a standardized peak runoff rate equal to the
standardized peak runoff rate for a one acre parcel of
multiple unit dwellings. Unlike the `individual units in
multiple dwellings, a condominium or townhouse unit is
typically owned by a single entity or person. As a
result, the Ramsey County Department of'Taxation bills
condominium and townhouse units separate�.y despite the
fact they may be part of a single structure.
For the purpose of simplification in the billing process
and to provide equity in the allocation of C.osts under
this policy, a one acre parcel containing co�}dominium
units and/or townhouse units is assumed to h�ve a density
of 19 units per acre, which is the density of a typical
multiple unit dwelling parcel. The per unit charge in
Appendix B reflects this.
-4-
- , �;� � -��9
1. Calculation of the parcel 's peak stormwater runoff rate
shall be determined by the methods outlined in the USDA
Soil Conservation Service Technical Release No. 55.
The design storm shall be the USDA Soil Conservation
Service 24 hour, Type II rainfall distribution for a 5
'� year storm in Saint Paul, utilizing the parcel's soil
'��, group and a normal antecedent moisture condition. The
�. total rainfall for this storm is 3 .60 inches. The data
for this storm is given in Appendix C.
2.� If a parcel�s calculated peak stormwater runoff rate on
� per acre basis differs from the rate listed in Table 1
more than 10�, the parcel's storm sewer system charge
wi 1 be adjusted by the ratio of the actual runoff rate
to e parcel's assigned peak runoff rate.
3 . Becau the change for 1 and 2 family residences under
1/3 acr , condominium and townhouses are not based on
actual p cel acreage, no adjustment for peak rate of
runoff di erences will be made.
�
4. For parcels�ith public drainage easements, calculation
of the peak s'tormwater runoff rate shall be based on the
non-easement a`�ea.
:
C. Rate of Discharge Cr�dits
�
Where the peak stormwa�g r� runoff rate from a parcel is
limited by on-site facil�,ities such as ponds that are owned
and maintained by the prdperty owner, up to a 25$ reduction
in the Storm Sewer System�arge may be granted in
accordance with the followi g parameters:
l. A 10� credit will be gran ed to parcels that provide
on-site storage for the fi e year design storm that also
limit its discharge to a ma imum of 1. 64 cfs per acre.
Calculation of the peak sto water runoff rate shall be
determined as outlined in Sec�tion V, B, 1.
2. An additional 15� credit will b granted to parcels that
provide on-site storac�e for the 00 year design storm
that also limit its discharge to maximum of 1.64 cfs
per acre. Calculation of the parc 1 's peak stormwater
runoff rate shall be determined by he methods outlined
in the USDA Soil Conservation Servi Technical Release
No. 55. The design storm shall be e USDA Soil
Conservation Service 24 Hour, Type II ainfall
distribution for a 100 year storm in S int Paul,
utilizing the parcel's soil group and a normal
antecedent moisture condition. The tota rainfall for
this storm is 5.90 inches. The data for this storm is
given in Appendix D.
3 . For parcels with public drainage easements, calculation
of the peak stormwater runoff rate shall be based on the
non-easement area.
-6-
, L�� "��g
D. Multiple Credits
Land use intensity credits and stormwater rate of discharge
credits may be cumulative. If a parcel is entitled to both
credits, the land use intensity credit will be applied first
then the rate of discharge credit will be applied.
E. Retroactivit
C dit adjustments shall not be made retroactively.
F. Inc ases
A parc �s Storm Sewer System Charge shall be subject to
increas as well as decreases by this procedure.
G. S ecial C es
For special nd unusual cases where the above procedures do
not result in an appropriate storm sewer system charge, the
Director of Pul�,lic Works, upon recommendation of his staff,
has the authori�y to make adjustments consistent with the
intent of the or�inance establishing the storm sewer system
charge and with this policy.
`�.
H. Periodic Inspection'�.�nd Credit Ad'ustments
�
The Director of Publia Works reserves the right to inspect
periodically all storm�'�-clrainage control facilities to
ascertain that they aref�:operating properly. If such a
system due to improper m�intenance or other reason, fails to
detain stormwater runoff �n an effective manner, the
director shall issue and or�cler to complete the repairs of
the facility within 60 days.: If such repairs are not
completed in a timely manner;� the director may eliminate or
reduce detention credits to a� appropriate level. Any such
facility shall not be eligible�to apply for Storm Sewer
System Charqe adjustments for a�eriod of 12 months
following any credit adjustment.�,�
�
�
I. Land Use Change °�
�a
The issuance of any building permit r other action which
changes or intensifies an existing la d use shall be cause
for an adjustment of the Storm Sewer stem Charges to an
appropriate level.
J. Connected Rainleaders
No credits will be given if a property has ainleaders
(downspouts) , catch basins or any other sou e of clearwater
discharge that is connected to the sanitary r combined
sewer system.
-7-
� ��- ��9
�' APPENDIX A Pa e I of 3
�4 9
�;��
:1.
-,
The failowing Sub-l�ge Codes shall be placed
in Land Use Classifica�,,on A
`9aK
���
42. Go i f Course ��
43. Recreation/Amusemen�rfacility
45. Culture & Nature Exhibit�•�
47. Marina `'�
70. Cemetery ���.
S i. Vacant Land - Cammercial ,�"�,
82. Vacant Land - industriai ''��,
83. Vacant Land - Exempt �°y.
SS. Radio & T.V. Tower '�,
89. HRA Vacant `°�,,
4
95. Vacant Land - Residential
99. Undef inable
The f o I 1 ow i ng Sub-Usage Codes sha i 1 be p 1 aced `�,
in Land Use Classification B:
55. Rai iroads
�
The f o 11 ow i ng Sub-Usage Codes sha 11 be p i aced �``,
in Land Use Ciassif ication C: `
90. Single Family
9 i. Duplex
93. Double Dwel i ing
The foilowing Sub-Usage Codes shaii be piaced
in Land Use Classification D:
I. Condominiums (Including Co-op)
94. Townhouse
� . ���-���
Appendix A Page 2 of 3
The fo owing 5ub-Usage Codes shail be placed
in Land e Classification E:
71. School rimary/Secondary)
72. Coi lege/ iversi ty
The following Sub sage Codes shall be placed
in Land Use Classifi tion F:
2. Apartment - Gard
3. Apartment - Walku
4. Apartment - Elevator''�
7. Nursing Home �'�,
8. Mobi le Home Park ��
9. Other Residences
36. Residential Garage/Shed '�t,{
49. L ibrary
�;
73. Church/Synagogue �"��,
76. Government Faci)i ty �;,,
77. Dorm i tory �'
78. Post 4f f ice 4''�
79. Fire Station '��
92. Tripiex '
The foliowing Sub-Usage Codes shall be placed
in Land Use Classif ication G:
S. Hatei
6. Motel/Tourist Court
10. General Retaii & Service
11. Supermarket
12. Department/Discount Store
13. Commercial/Apartment
14. Lumber Yard & Buiiding Materiai �
1 S. Community/Strip Shopping
- ������
Appendix A Page 3 of 3
16. Regional Shopping Center
� 17. Restaurant/Bar
18. Fast Food Restaurant
. Funerai Home
20. edicalOffice/Ciinic
21. G eral 1-Story/Walkup Of f ice
22. Gen ai Elevatar 4ff ice
23. Bank/ ings & Laan/Credit Union
�4. Vet Clin , Hospital, Dispensary
25. Discaunt re
26. Tavern/CaFe Low Cost)
34. Gas Station
31. Auto Service Ce er/Garage
32. New Car Showroo 5erv i ce Garage
33. Boat & Other Vehicl Sales/Service
34. Car Wash �
�
35. Park i ng Garage �"�
37. Parking Ramp ��
40. Theater 'b
41. Drive-In Theater
44. Sports and Pubi ic Assembly Fa i 1 ity
46. Club/Association Hall
48. Bowiing Ailey
S0. Warehouse y�
51. Storage Tank/Tower '�
52. Grain Elevator �
53. Transportation Facility
54. Truck Term i na 1
56. Airport Faci 1 ity
57. Greenhause/Nursery
58. Mini-Storage Warehouse
60. Light Manufacturing
61. Heavy Manufacturing
62. Construction 5ervice Facility
63. Food/Drink Processing Facility
64. Research/Development/Testing Facility
74. Hospital
75. Weifare & Charitable Facility
S0. Utility Service Facility
84. Misceilaneous
. �� e��
APPENDIX B
The C�ncil oF the City of 5aint Paul hereby adopts the following storm
,.
sewer system rates for various Land Use Classifications within the city
f or 1986: '�
�'�.
LAND USE 4`��,,� 1986 STORM SEWER
CLASSIFICATION � EXAMPLES OF LAND USE SEWER RATE
A Ceme ries, Golf Courses, �50.00 per acre
Parks, improved Vacant Land
and 1 & 2 amily Residential
Land in exc s of 1/3 acre
B. Railroads �90.00 per acre
i
�
C. I & 2 Family Resid tiai $32.00 per parcel
Properties less than 3 acre
D. Condominiums and Townh uses t20.00 per unit
�
E. Public & Private Schools \� s275.00 per acre
and Community Centers `�y
:ti
F. Multipie Dwellings, Churches, ��370.00 per acre
Synagogues and Government '�,
Buildings '�
�
G. Commercial and industriai t50 . 0 per acre
�,
*�,
\
, � C�=-� -�''��
� � �x c
`�,� n�w�t�i oaa�wt�w�•s�. sca� �n sc �
�
�,�, Rainfall Intensity in inches/hour
�.
Hrs � 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 � Hrs
0 � 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 � 1
1 � 0.036 0.036 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 � 2
2 � 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.047 0.047 � 3
3 � 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.054 0.054 � 4
4 � 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.058 0.058 � 5
5 � 0.058 0.061 0.061 0.067 0.061 0.061 0.061 0.061 0.061 0.061 � 6
b � o.oba o.0�2 o.o�z o.o�z o.0�2 o.o�z o.o7z o.072 o.o�z o.072 � �
7 � 0.072 o.o7z o.orz o.o7z o.o�z o.072 o.o�z o.o�z o.072 o.o�z � s
8 � 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.108 0.108 � 9
9 � 0.108 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.144 � 10
10 � 0.744 0.744 0.180 0.180 0.780 0.216 0.216 0.216 0.216 0.252 � 11
11 � 0.252 0.288 0.288 0.324 0.576 0.972 1.620 2.340 6.120 2.628 � 12
12 � 0.792 0.540 0.540 0.360 0.3b0 0.360 0.288 0.252 0.216 0.276 � 13
13 � 0.216 0.216 0.216 0.180 0.158 0.155 0.155 0.144 0.144 0.744 � 14
14 � 0.744 0.126 0.126 0.122 0.122 0.115 0.108 0.108 0.108 0.108 � 15
15 � 0.708 0.108 0.108 0.090 0.090 0.090 0.090 0.090 0.090 0.090 � 16
16 � 0.090 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.072 � 77
t� � o.o�z o.o7z o.o�z o.o�z o.o�z o.o7z o.o7z o.o�z o.o�z o.072 � �s
18 � 0.072 0.072 0.072 0.072 0.072 0.058 0.058 0.058 0.058 0.058 � 19
19 � 0.054 0.050 0.050 0.047 0.047 0.047 0.047 0.047 0.047 0.047 � 20
20 � 0.047 0.047 0.047 0.047 0.047 0.047 0.043 0.043 0.043 0.043 � 21
21 � 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 � 22
22 � 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 � 23
23 � 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 � 24
w,rs**,r*,r*,r**,t***,r*w*,t,t,t«,r,r,e,r,r**,t*,t*tr**,r*****,r*,►***,e******,t****,r,r*,r**,r**,►*,r*,r,r�rws,►*w*
Cumulative Rainfall in inches
Nrs � 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 � Hrs
0 � 0.0036 0.0072 0.0108 0.0144 0.0180 0.0216 0.0252 0.0288 0.0324 0.0360 � 1
1 � 0.0396 0.0432 0.0477 0.0522 0.0567 0.0612 0.0657 0.0702 0.0747 0.0792 � 2
2 � 0.0837 0.0882 0.0927 0.0972 0.1017 0.1062 0.1107 0.1152 ��.1199 0.1246 � 3
3 � 0.1292 0.7339 0.1386 0.1433 0.1480 0.7526 0.1573 Q,1620 0:`1674 0.1728 � 4
4 � 0.1782 0.1836 0.1890 0.1944 0.1998 0.2052 0.2106 0.2160 O.Z�18 0.2275 � 5
5 � 0.2333 0.2394 0.2455 0.2516 0.2578 0.2639 0.2700 0.2761 0.28 2 0.2884 � b
6 � 0.2952 0.3024 0.3096 0.3168 0.3240 0.3312 0.3384 0.3456 0.352 0.3600 � 7
7 � 0.3672 0.3744 0.3816 0.3888 0.3960 0.4032 0.4104 0.4776 0.4248 4320 � 8
8 � 0.4410 0.4500 0.4590 0.4680 0.4770 0.4860 0.4950 0.5040 0.5148 0. 256 � 9
9 � 0.5364 0.5490 0.5616 0.5742 0.5868 0.5994 0.6120 0.6246 0.6372 0.6 76 � 10
10 � 0.6660 0.6804 0.6984 0.7164 0.7344 0.7560 0.7776 0.7992 0.8208 0.84 � 11
11 � 0.8712 0.9000 0.9288 0.9612 1.0188 1.1160 1.2780 1.5120 2.1240 2.3 12
12 � 2.4660 2.5200 2.5740 2.6100 2.6460 2.6820 2.7108 2.7360 2.7576 2.7792 3
13 � 2.8008 2.8224 2.8440 2.8620 2.8778 2.8933 2.9088 2.9232 2.9376 2.9520 � 1
14 � 2.9664 2.9790 2.9916 3.0038 3.0161 3.0276 3.0384 3.0492 3.0600 3.0708 � 15
15 � 3.0816 3.0924 3.1032 3.1122 3.1212 3.1302 3.1392 3.1482 3.1572 3.1662 � 16
16 � 3.1752 3.7824 3.1896 3.1968 3.2040 3.2112 3.2784 3.2256 3.2328 3.2400 � 17
17 � 3.2472 3.2544 3.2616 3.2688 3.2760 3.2832 3.2904 3.2976 3.3048 3.3120 � 18
18 � 3.3192 3.3264 3.3336 3.3408 3.3480 3.3538 3.3595 3.3653 3.3710 3.3768 � 19
19 � 3.3822 3.3872 3.3923 3.3970 3.4016 3.4063 3.4110 3.4157 3.4204 3.4250 � 20
20 � 3.4297 3.4344 3.4391 3.4438 3.4484 3.4537 3.4574 3.4618 3.4667 3.4704 � 21
21 � 3.4747 3.4790 3.4834 3.4877 3.4920 3.4963 3.5006 3.5050 3.5093 3.5136 � 22
22 � 3.51T9 3.5222 3.5266 3.5309 3.5352 3.5395 3.5438 3.5482 3.5525 3.5568 � 23
23 � 3.5611 3.5654 3.569a 3.57L1 3.5784 3.582T 3.5870 3.5914 3.5957 3.6000 � 24
•w,e«,r,wrwwwwswww�rw,i►,ewwrs w,k,►rr,rw*w**w*w*r«,w,w+r,�r+r+eswwwww*wwwwrw»wswtww,w
v
k
Nl�Mx 0 �--� f�I�'
i�MNal i Dhtr�tNn t�r� 100�'. St�or'�n in St P�ui
Rainfall Intensity in inches/hour ---
Hrs � 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 � Hrs
,,
0 � 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.059 � 1
"` 1 � 0.059 0.059 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 � 2
°� � 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.077 0.077 � 3
3 r 0.077 O.orr o.on o.on o.on o.077 0.077 0.077 0.089 0.089 � 4
4 � 0'�A89 0.089 0.088 0.089 0.088 0.089 0.089 0.089 0.094 0.094 � 5
5 � 0.094 0.100 0.100 0.100 0.100 0.100 0.100 0.700 0.100 0.100 � 6
6 � 0.112 U.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 � 7
T � 0.118 0.'9,18 0.118 0.118 0.118 0.118 0.118 0.718 0.118 0.118 � 8
8 � 0.147 0.148 0.147 0.147 0.148 0.148 0.147 0.148 0.177 0.177 � 9
9 � 0.177 0.206 0.206 0.207 0.206 0.207 0.206 0.207 0.207 0.236 � 10
10 � 0.236 0.236 0.295 0.295 0.295 0.354 0.354 0.354 0.354 0.413 � 11
11 � 0.413 0.472 0.4'l,2 0.531 0.944 1.593 2.655 3.83510.030 4.307 � 12
12 � 1.298 0.885 0.885 Q.590 0.590 0.590 0.472 0.413 0.354 0.354 � 13
13 � 0.354 0.354 0.354 0�`295 0.260 0.254 0.254 0.236 0.236 0.236 � 14
14 � 0.236 0.206 0.206 0.20_1 0.201 0.189 0.177 0.177 0.177 0.177 � 15
15 � 0.777 0.177 0.177 0.148'A.147 0.148 0.148 0.148 0.148 0.148 � 16
16 � 0.748 0.118 0.118 0.118 0.178 0.118 0.118 0.118 0.118 0.118 � 17
17 � 0.118 0.118 0.118 0.118 O.T7,8 0.178 0.118 0.118 0.178 0.118 � 18
18 � 0.718 0.118 0.118 0.118 0.718 0.094 0.094 0.094 0.094 0.094 � 19
19 � 0.089 0.083 0.083 0.077 0.077 0.077 0.077 0.077 0.077 0.077 � 20
20 � 0.077 0.077 0.077 0.077 0.077 0.077 0.071 0.071 0.077 0.071 � 21
21 � 0.071 0.071 0.071 0.071 0.071 0.079 0.071 0.071 0.071 0.071 � 22
22 � 0.071 0.071 0.077 0.071 0.071 0.071 0.071 0.071 0.071 0.071 � 23
23 � 0.071 0.071 0.071 0.071 0.071 0.071 0.071 0.071 0.071 0.071 � 24
•*w,r,r*rr***********,t,r,t,r*,r,►rr***,r,r*,t***,r,r,e,t*,r***,r,r*,r,r*****vr*,r*,r*tr***w,r***,r****w�wtw,►w*,r
Cumulative Rainfall in inches
Nrs � 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 � Nrs
0 � 0.0059 0.0118 0.0177 0.0236 0.0295 0.0354 0.0413 0.0472 0.0531 0.0590 � 1
1 � 0.0649 0.0708 0.0782 0.0855 0.0929 0.1003 0.1077 0.1150 0.1224 0.1298 � 2
2 � 0.1372 0.7445 0.7519 0.1593 0.1667 0.1740 0.1814 0.1888 0.1965 0.2047 � 3
3 � 0.2118 0.2195 0.2277 0.23�48 0.2425 0.2502 0.2578 0.2b55 0.2743 0.2832 � 4
4 �-0.2920 0.3009 0.309T 0.3186 0.3274 0.3363 0.3451 -0.35�+Q 0.3634 0.3729 � 5
5 I 0.3823 0.3923 0.4024 0.4124 0.4224 0.4325 0.4425 0.4525` 0.4626 0.4726 � 6
6 � 0.4838 0.4956 0.5074 0.5192 0.5370 0.5428 0.5546 0.5664 5782 0.5900 � 7
7 � 0.6018 0.6136 0.6254 0.6372 0.6490 0.6608 0.6726 0.6844 0. 962 0.7080 � 8
8 � 0.7227 0.7375 0.7522 0.7670 0.7817 0.7965 0.8172 0.8260 0. 7 0.8614 � 9
9 � 0.8797 0.8997 0.9204 0.9410 0.9617 0.9823 1.0030 7.0236 1.0443 1.0679 � 10
10 � 1.0975 1.1151 1.1446 1.1741 1.2036 7.2390 7.2744 1.3098 1.3452 1.3865 � 11
11 � 7.4278 1.4750 1.5222 1.5753 7.6697 1.8290 2.0945 2.4780 3.4810 3.9777 � 12
12 � 4.0415 4.1300 4.2785 4.2775 4.3365 4.3955 4.4427 4.4840 4.5194 4.5548 � 13
13 � 4.5902 4.6256 4.6610 4.6905 4.7165 4.7418 4.7672 4.7908 4.8144 4.8380 � 14
14 � 4.8616 4.8822 4.9029 4.9230 4.9430 4.9619 4.9796 4.9973 5.0150 5.0327 � 15
15 � 5.0504 5.0681 5.0858 5.1005 5.1753 5.1300 5.7448 5.7595 5.1743 5.1890 � �16
16 � 5.2038 5.2156 5.2274 5.2392 5.2570 5.2628 5.2746 5.2864 5.2982 5.3100 � 17
17 � 5.3218 5.3336 5.3454 5.3572 5.3690 5.3808 5.3926 5.4044 5.4162 5.4280 � 18
18 � 5.4398 5.4516 5.4634 5.4752 5.4870 5.4964 5.5059 5.5753 5.5248 5.5342 � 19
19 � 5.5430 5.5513 5.5596 5.5672 5.5749 5.5826 5.5902 5.5979 5.6056 5.6133 � 20
20 � 5.6209 5.6286 5.6363 5.6439 5.6516 5.6593 5.6664 5.6734 5.6805 5.6876 � 21
27 � 5.6947 5.7018 5.7088 5.7159 5.7230 5.7301 5.7372 5.7442 5.7513 5.7584 � 22
22 � 5.7655 5.7726 5.7796 5.7867 5.7938 5.8009 5.8080 5.8150 5.8221 5.8292 � 23
23 � 5.8363 5.8434 5.a504 5.8575 5.8646 5.8717 5.a7� 5.S85a 5.�29 5.9000 � 24
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5
� BURUNGTON NORTHERN RAILROAD
2600 Continental Plaza
777 Main Street
Fort Worth, Texas 76102
PROPERTY TAX DEPARTMENT Telephone (817)87$-7009
Jw�e 21, i�86
Ma,yor George Cattf�r�
City kal1, Rc�ar+ 3�47
St. Paul, �litmesota 55202
Mf. Ylctar Teclesco �r. Ct�rfs Nicasfa
Pres 9 de�nt - Cf t� ��+�c i 1 Cha i nna� � Pt�bt ic �iarlcs Ct�i tte�
C#ty N,�11. R� 72t? C i ty t�ta i 1, Rt�tam 7t31
S�. Fau1 s M��t1tlSOta 551Q2 St. Pi��� MflltteS0ts1 55If?2
6entle�a: �
R�f�rence is �ade ta the prmpased sto�a se�r systt� ch�rges rhich are
sc?��dul�d for pttbtic hear'�g:31r�'�29, �.�
�.�
Th� pra}�rty af the Bur]i�gt�n �r��.� .� railrflad, is prapasa4 tcr
be chargBd at a r�a�� vf $9fl per acre. I �1d lfke to ��qnest a re�r#ew
o� that rate.
- �
Bur��r�qtan �{orthern's r#ght-�f-�► woaT� �c�ably ct►��tt�ibuL+� no aare
rain rrater run-off thar� a golf eourse or a p�rk. Furtl�er, a 1arg�
aa�punt of its �roperty (Da�rtcu�s B1uff Ya�rd arex� fs located �n the
, �lissf�si�1 River Flood Plain arM eu�y nerrer l+��ef#t �ro� a star� s�r
_ systen�. F1 el811y� thel"e �S � C1 ty S�t?P� Se1�4t' T�R-t�ff p0� 1 o�at�e! E�R
�bo�t 15 acr+es of SI� prroparty in �he Midw�t,y area. It �s r�nlikely that
pr�perty can De ussd far dny other purpQSe, �
For the abcrve reasons, i r�w1d lik� ta r�esL th�t the �r�osed cha�rg�
aga�nst Bnrli�gton �iorthern Rallroad be reddced t� x5t1 per acrr�.
I appneciate a�y conslderatl� y� ma�r give thts r�qtsest.
- �.
S#t�er��y, .�'—� �
�,,,-� ,�
_-��
. . _„_,.,_.._... . .. ..�. � � q."� .. �
,.- . . . . ' . � ' . .. �Tl ,�. r
;�.� � r
N. .Durrr�d Cochrum ` _� a' �
�Directqr toca�] Assessa�ents
'� �
.. , � ' i-r7 a
JM�f Sg . �' cx'rn
/ m
cc: V�luation � Assess�er�ts Ci�y C'Ierks fl#fice�/
` C�ty Ha11, R�n 2I8 C1 t,� Na1�, Roaa 38€�
St. Paul , M1 nnesota 551t32 St. Aa�1. �ff�rnesota� �51Q2
� ���� ���
Yomben+:
Chtrs Nlcnele, Chalr
(iITY UF �S.E111T't` I.�A UL Jen1�e eattman
ii 1111 &kt 9onnen
���1�'I�' OFFI�IC OP' 2`FI11: CITY COUN(7IL John Drew (Alk)
Date: June 11, 1986
� : � � Commit�l,ee Re ort
p
, . . .
To: Saint Paul City Council
From: Committee on Public Works
Chris Nicosia, Chair
The� F'ut�1 i c Wor-ks Commi ttee at i ts meet i ng oF June l 1 , 1986 taok the
folluwing action:
He�:ir i ny Date
1 . 6/24/86 VACA1"ION: Petition of Housing and Redevelopment
Authority for the vacatton of the alley in Hlnkens
Rear-rangement bounded by Cedar, Como, Charles �ncJ C�pitol
F�eights. Purpose is for construction of Bethesda
HosF�i ta 1 E 1 der 1 y Flous i ng F'ro,ject.
Recarnrtierided a�prov�I .
Z, 6/24/86 FINAL f�RDER: Construrtion of sewe�r and/or water
r_onnections at tl7e following properties on BURLINGTON
Road: 561 and 569 Burlington Ro�d.
Recommended approval .
3. 6/24/86 FINAL ORUER: Improving BENSON AVENUE from 450 feet er�st
of Horner Street tb Glen Terrace by grading, paving,
cons tr�uc t.i nc� curb and gutter and storm sewr-�►-. A 1 so
installation of wat.er main in Benson Avenue f'rom Glen
T�rracP to 480 feet west oF vacated Leland Street. Also,
construr.:tion of water service connectic�ns. Also, slope
construction in tf�e grading and paving of Benson Avenue
from 450 feet east of Homer 5treet to Glen Terrace.
RecommendPd approval with the delet.ion of t.fie
lanyu:�ge "Also, construction of water service
connections". ,'
4. 6/2�/66 FINAL ORDER: Improviny MARYLAND AVENUE
frorn Burnquist Street to ProspPrity Avenue by c7rinding �
anrJ overlay.
Recommended approval .
5, Policy and Rates for STORM SEWER SYSTEM CNA�tGE.
Recomd�e�"rcfed epprova i .
6, RESOLUTION: authorizing a $40.00 rebate to family homes
tfiat disconnect their rainleaders.
Recommended approval .
7. RESOLUTION: abatin!� strp�t m�intpn�ncp �5�e��m�n� in.thp
amount of $20U.46 in tlie years as 1 isted and Y�'quf'Stlrlg
Ramsey County to include these as exem�+t assessments for
t.he City of St. Paul (�roF�er-ty in Block 1 , Coleman Park
acquired for Bluff Preservation) .
Recommended approval .
(�, ORDINANCE: granting permission to Historic Landm��rks for
� iving to construct. operate and maint�in a stair-way witli
liandrails into the sidewalk on E. 5th Street between
Wacouta and Wall Streets. :
A� tl�e�� was no one present from the department, _
tfii�� was laid over. � �
9, ORDINANCE: granting permission to St. Patrick's Cliurch to
� construct, oper�te and maintain telephone cable under and .'
across Desoto Street.
� As there was no one present from the department,
� this wa�s 'laid over.
�
� COMMITTEE OF THE WHOLE ITEM
I lp. Presentation by Public Works staff on what they are doing
with compurers and infrastructure.
' No ac t i or� r-e�7u i r ec1.
i _ , _
w:a17E — CfTY� C4ERK' .- ' .. � .. �'.. ,.,.�: ' .::_.. '... � ,_•. . : .,,�_ . . — _ _.__ . _. .
�.�..;. ._ - .. . . � .. �. . . . ';' ' . .
. .,.:.. � -., 1`. .. ;. . i . ._._�� ta `.;.
CtNK -. FINANCE ' '. � . � •.� � . ." . . .'. COUI�CIl �..� ' �., � •:.,., '� � .�
�"""R� _ oEp"RT""E"T G�TTY OF SA I NT PAUL � e NO. �� — 'JS/
B'�UE ' —MAYOR - �
A , - r�ouneil �-Resolution -
. . � �-�-� �1g
Presented By ✓.' .,->�..�.• r • -.
Referred To Committee: Date
Out of Committee By pate
E�ER�Ss the Citp of �a3.�tt Paui �s ir�s2e�entgd ar�d �
��tab].is� 2t Storm Sewer S�s� �rg+� ��� tl�e pc�pc�se of :
�Y�4 €or � cvn�tr�tiaa, r�nst�tf.on, re�a�r, eu�arc�e�t -- _
` a�ad 3.s�a�ov�ents aecess�ta�� 3�q #he 's�parat�oa� o� �I�es �c�i�d
��r syst�m ixt Sai�a�. �an� �r� for t�i� maznt�n�ce„ ap�r�t�o� -
and use o� th� separated ��r:� se� sysee�; a�c�
�� $S IT �4�.�r the City �nci2 �� � �.��5 �
o� Saf.�►t Psul ��:a3.I ho�.d � �bl.ic ��i�tg c� �as� 3�l �.��6
at 14:OQ �..1�.. in the �+�an.cil Ch��s, 3� ��.,oc>r# ��tgr �a�I3.
and �aurthause, tv ra�s�.dea �.� a�'�ian c�f �i�ty �IIg.+� r�c'�--
iRq �c eskab3.is��� - Qf t�e �i�r� i�a►�r Sea�r e`�arg� gr�gr�c..
irrclading th� determinatiari �d +�a�,cm�atiQn a� ���d �arge _
aad gui�eli��s �nd gz�oc�d�r�� f�ar re�i�r o� the�+e charges,
aa�d �
BP. I� F�t� �sobv�� �t �� �a�e �ear3�.x�g �?te Citp - �
��cil �h��.I �sta�l�.sh a�d �et+�rm�.�a �.� Stt�z� Se�r�r �steae
�:es fo� a�I �r�pesti.es r��thin ir.�� Ci'� a� 5�int ��tt1 f�t
t.?�� ���� ��xs� �.r ��� �hat�gs.
r. _
f, _
, ..
f�
COUNCILMEN
Yeas �r� Nays Requested by Departmentjof:
PJicosia � [R F8V0[ l r ��i ` � `4 � �_�.
Rettman ,,.--^�y � ,. '
Scheib.el ' `'
Sonnen �� Against BY ;-�. f� �.-,.��'j!."'Z
Tedescts . . �� �
Wiison t
*���y � — �� Form Approved by City Attorney
F,dopted by Council: Date �},� �
Certifiro Passed by.Council Secretary Y � •�^` '�
B �. .. �, �f ,�-
Fjy — t� .J'-/".�- -J� i}"�'� �.:-
Approved 'c,y 1�1avor: Date Approved by Mayor for Submission to Councii
Ey _ By
- : �. -
,
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�,• .�;= CITY OF SAINT PAUL
�,� �� �� DEPARTMENT OF fINANCE AND MANAGEMENT SERVICES
.,r• w��
'•,�„ ,..•
= VALUATION DIVISION
"+T��„�p°'�`` 21A City Hdll
GEORGE L/1TIMER Saint Paul, Minnesota 55102
MAYOR 612-298-5317
To: Victor Tedesco, Council President
and Members of t ity Council
From: Edward J. Warn
Civil Engineer Valuations & Assessments
Date: June 18, 1986
Re: STORM SEWER SYSTEM CHARGE
Attached for your information is a copy of a final draft of the
public notice and invoice for the new storm sewer system charge. We
have secured the services of a mailing company who will
professionally prepare and mail this notice with their respective
amounts of charge to all property owners approximately July 15, 1986.
Both Roy Bredahl, Sewer Engineer and I will be present at the Council
meeting on Thursday, June 19th to answer any questions that may come
up in the public hearing on the Storm Sewer ,System Policy, Rates or
mailing.
EJW:dm
cc : Mayor George Latimer
Roy Bredahl
�� - --
Attach. � w
-�,
_....._.. �
_ -� r�
�.,-, o
�
..
(StormSewerSystem) - ._ -
,.�
/
� �� �����
WHERE WILL SEWERS
BEBUILT?
Nearly half the cily will get new sewers
over the next len years. For 1987,Public _ .
•-:�.:::.....:::::::::::�
Works is pianning e�ghl major projecfs: �� ..
St. Anthony Park Sewer ��� ••
�,��� ./ Near the Raymond Ave. Bridge.
i Miss. River Blvd.Sewer •° •••°
./ Around Randolph and Snelling;and �
i ' ,/ Around Olis.
Trout Brook Sewer
✓ By Elmhursl Cemelery;and
.� Cenfered around Arkwrighl
; , and Arlington.
� Phalen Creek Sewer
✓ Between Minnehaha and Easf 7th.
Riverview Sewer
,/ Around Roberi;around Concord.
� Belt Line Sewer
./ Around E.Marylantl and Flandrau. ,r,.o�
' '`'�"' havemore
�'� quesfions
The Metropolitan Waste Control Commis- '- '�. abo��u,e,
I sion is also buiiding sewers in 1987. The City's Public Works
sewer program,caN
' TROUT BROOK INTERCEPTOR�utts IheSewerDivision
along 35E from Lafayette Rd.to Maryland, af298-5421.
then west along raiiroad tracks to Arundel.
I
.
, CITY OF SAINT PAUL
DEPT. OF FINANCE AND MANAGEMENT SERVICES
218 CITY HALL
SAINT PAUL, MN 55102
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