HomeMy WebLinkAbout03.01.79Ma-pl ewood City counc,, r
7:30 .M., Thursday, March 1, 1979
Municipal..,Adiiiirrisi.ration Building
Meeting 79 -5
A) CALL TO ORDER
,B) ROLL CALL
(C -)- APPROVAL OF MINUTES - None
(D) APPROVAL OF AGENDA
(E) PUBLIC HEARINGS
1. Board of Adjustment and Appeals
a. Minutes
b. Variance - (Side Yard Setback) 1736 Ruth (Haase) 7:30 p.m.
c. Variance - Lot Frontage) N.E. Corner Adele and Fenton (Dicke)
7:30 p.m. _
d. Variance - Special Use Permit: 1644 Myrtle Street Kropp
e. Board Adjournment
2. Critical Area Plan and Regulations - (Second Reading) 7:30 p.m.
(F) AWARD OF BIDS - ..Police Car Bids - Budget Transfer
I
(G) APPROVAL OF ACCOUNTS
(H) UNFINISHED BUSINESS
1. Rezoning: 1744 Arcade Street - Freitag (Second Reading)
2. Council Initiation of Rezoning (June-:
I) VISITOR PRESENTATIONS
(J) NEW BUSINESS
1. County Open Space Program
2.
Knowlans Sign Plan
3. Sewer Consultant Selection (Planning Act)
4. 1 Training Applications - (Fir-'e-Marshal) (Finance Director).(City Clerk)
5. Closure of Debt Service Accounts
6. Encumbrance Accounting
7. Public Officials Liability Insurance
8. Paramedic Bill Cancellation
9.
10.
11.
12.
13.
14.
15.
Budget Transfer - Wage Committee.
Carry-Over of 1978 Budget-Monies To 1979
Nature Center Donations
Appointment - H:R.A.
Petition - Public Works Improvements:
Dorland Road/Hill-wood Drive to Linwood Drive
Final Paymerit: Mailand Road Project Number 76 -7
Duluth Street Storm Sewer
(K)` COUNCIL PRESENTATIONS
1.
2. .
3.
4.
5.
6.
7.
8.
9.
10.
(L) ADMINISTRATIVE PRESENTATIONS
I
(M) ADJOURNMENT
MINUTES OF MAPLEWOOD CITY COUNCIL
7:30 P.M., Thursday, March 1, 1979
Council Chambers, Municipal Building
Meeting No. 79 -5
CALL TO ORDER
A regular meeting of the City Council of Maplewood, Minnesota, was held in the Council
Chambers, Municipal Building and was called to order at 7:31 P.M. by Mayor Greavu.
B. ROLL CALL
John C. Greavu, Mayor Present
Norman G. Anderson, Councilman Present
Roger F. Fontaine, Councilman Present
Earl L. Nelson, Councilman Present
Donald J. Wiegert, Councilman Present
C. APPROVAL OF MINUTES
None.
D. APPROVAL OF AGENDA
Mayor Greavu moved to approve the Agenda as amended:
1. Tax Increment Financing
2. Planning Commission - Hearing Notices
3. Senior Citizen Housing - Woodlyn & Lydia
4. Letter - Councilman Fontaine
5. Delete J -6
Seconded by Councilman Wiegert.
Ayes - all.
Mayor Greavu recessed the meeting to reconvene as the Maplewood Board of Adjustments and
Appeals at 7:33 P.M.
Mayor Greavu reconvened the meeting at 8:42 P.M.
J. NEW BUSINESS
1. Feasibility Study - Adele Street
a. Councilman Wiegert introduced the following resolution and moved its adoption:
79 -3 -65
WHEREAS, the City Council has determined that it is necessary and expedient that
the area described as Adele Street from Frost Avenue to Fenton Avenue, Walter Street
from Frost Avenue to Fenton Avenue, and Fenton Avenue from Adele Street to Walter Street
be improved by construction of streets, curb and gutter, sanitary sewer, storm sewer,
watermains and all necessary appurtenances;
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NOW, THEREFORE, BE IT RESOLVED BY THE CITY COU14CIL OF MAPLEWOOD, MINNESOTA,
that the improvement as hereinbefore described is hereby referred to the City
Engineer, and he is instructed to report to the Council with all convenient speed
advising the Council in a preliminary way as to whether the proposed improvement
is feasible and should best be made as proposed, and the estimated cost of the
improvement as recommended.
Seconded by Councilman Anderson. Ayes - all.
2. Special Use Permit - 1644 Myrtle Street - E. Kropp
a. Mayor Greavu moved to approve the Special Use Permit to operate a duplex in a
single family residential district as requested by Edward F. Kropp 1644 Myrtle
Street subiect to the followine:
1. Approval of the special use permit based on the following findings:
a. The density of this neighborhood is substantially less than allowed
by the City Land Use Plan;
b. The proposal is consistent with the City Land Use Plan;
C. The appearance of the neighborhood will not change. The house is exist-
ing and will keep its single - family dwelling appearance.
2. Approval is subject to the following conditions:
a. As per the Building Officer's report, the following things shall be
repaired:
1. Leaking roof in the upper duplex;
2. Loose ceiling in bedroom area;
3. Deteriorated soffit and rotted and loose boards;
4. Loose and rotted boards around chimney.
b. Smoke alarms shall be installed in the upper and lower levels;
C. The property must pass inspection by the electrical and heating inspect-
ors;
d. The above work shall be completed before June 1, 1979;
e. Owner and applicant agree to the above conditions in writing.
Seconded by Councilman Fontaine. Ayes - all.
E. PUBLIC HEARINGS
1. Critical Area Plan and Regulations - Second Reading - 7:30 P.M.
a. Mayor Greavu convened a meeting for a public hearing regarding the special
planning and regulations for the development of the properties in the Mississippi
River Corridor Critical Area Plan for the area in the City of Maplewood. The Clerk
read the notice of hearing along with the dates of publication.
b. Manager Evans stated the Council gave first reading to the Critical Areas Plan
and Regulations on February 15, 1979. Staff has sent copies of the Critical Areas
Plan and Regulations to all local residents who would be affected, along with the
Public Hearing Notice for the March 1st meeting. It is important that the Council
take final action on this matter at the March lst meeting. Staff recommends that
the Council give second reading and final adoption to the proposed Critical Areas
Plan and Regulations.
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C. Mr. Michael Mulroni, Consultant Planner, explained the proposal.
d. Mayor Greavu called for proponents. None were heard.
e. Mayor Greavu called for opponents. None were heard.
f. Mayor Greavu closed the public hearing.
g. Mayor Greavu introduced the following ordinance and resolution and moved their
adoption:
ORDINANCE NO. 461
CRITICAL AREA OVERLAY DISTRICT ORDINANCE
An Ordinance Promoting the Health, Safety
and Welfare of the Citizens of Maplewood,
Minnesota, by amending the zoning ordinance,
adopting new sections, creating a Critical
Area Overlay District, and creating a Site
Planning Requirement therein.
Section 1. The Zoning Code of the City of Maplewood is amended to add Chapter 918.
GENERAL PROVISIONS
918.010. Findings. The City of Maplewood finds that the Mississippi River Corridor
within the Metropolitan Area and the river is a unique and valuable local,
state, regional and national resource. The river is an essential element in
the local, regional, state and national transportation, sewer and water, and
recreational system and serves important biological and ecological functions.
The prevention and mitigation of irreversible damage to this resource and the
preservation and enhancement of its natural, essthetic, cultural, and historical
values is in furtherance of the health, safety, and general welfare of the city.
918.020. Purpose and Intent. It is the purpose and intent of this ordinance to
prevent and mitigate irreversible damage to this unique state, local, regional,
and national resource, to preserve and enhance its value to the public and pro-
tect and preserve the system as an essential element in the city's transportation,
sewer and water, and recreational systems in accordance with the following
policies:
(a) The Mississippi River Corridor shall be managed as a multi - purpose public
resource by conserving the scenic, environmental, recreational, mineral,
economic, cultural, and historic resources and functions of the river corridor
and providing for the continuation of development of residential and open
space uses within the river corridor.
(b) The Mississippi River Corridor shall be managed in a manner consistent with
its natural characteristics and its existing development and in accordance
with regional plans for the development of the Metropolitan Area.
(c) The Mississippi River Corridor shall be managed in accordance with the Crit-
ical Areas Act of 1973, the Minnesota Environmental Policy Act of 1973, and
the Governor's critical area designation order, Executive Order No. 130
dated November 19, 1976, and other applicable state and federal laws.
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918.030. Establishment of Critical Area Overlay District. A critical area overlay
district with its attendant regulations is hereby established as part of the
zoning ordinance of Maplewood, Minnesota. This district shall overlay existing
zoning districts, so that any parcel of land lying in the overlay district shall
also lay in one or more of the underlying established zoning districts. Terri-
tory within the overlay district shall be subject to the requirements establish-
ed by other applicable ordinances and regulations of the City of Maplewood.
Within the overlay district, all uses shall be permitted in accordance with the
regulations for the underlying zoning district(s) provided, however, that such
uses shall not be entitled to or issued the appropriate development permit
until they have first satisfied the additional requirements established in this
ordinance.
918.040. District Boundaries. This overlay ordinance shall apply to the critical
areas district which is specially delineated on the official zoning map of the
City of Maplewood for purposes of determing the application of this ordinance to
any particular parcel of land, the above - referenced map shall be on file in the
office of the Director of Community Development and shall be available for in-
spection and copying.
918.050. Definitions.
1. Critical Area - the area known as the Mississippi River Corridor Critical
Area designated by the Governor in Executive Order No. 130 dated November,
1976.
2. Crown Cover - the ratio between the amount of land shaded by the vertical
projection of the branches and foliage area of standing trees to the total
area of land, usually expressed as a percentage.
3. Dimensional Requirement - minimum and maximum setbacks, yard requirements,
or structure height or size restriction in the Zoning Ordinance Section.
4. Erosion - the general process by which soils are removed by flowing surface
or sub - surface water or wind.
5. Gross Soil Loss - the average annual total amount of soil material carried
from one acre of land by erosion.
6. Lift Station - a facility, usually including pumping facilities, for the
lifting of sewage or stormwater runoff to a higher sewage facility or storm -
water runoff facility.
7. Natural Rate of Absorption - the amount of stormwater absorbed into the soil
during a storm of once in twenty year occurence.
8. Person - any individual, firm, corporation, partnership, association or
other private or governmental entity.
9. Pipeline - an underground line of pipe including associated pumps, valves,
control devices and other structures utilized for conveying liquids, gases,
sewage or other finely divided solids from one point to another.
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10. Retaining Wall - a structure utilized to hold a slope in a position which
it would not naturally remain in.
11. Sediment - suspended matter carried by water, sewage or other liquids.
12. Septic Tank - any device for the treatment and disposal of human waste
which utilizes the percolation of the liquid portion of the waste into the
soil including all portions of said system which are not contained inside
a building.
13. Slope - the inclination of the natural surface of the land from the hori-
zontal.
14. Soil - the upper layer of earth which may be dug or plowed; the loose sur
face material of the earth in which vegetation normally grows.
15. Structure - anything manufactured, construction, or erected which is normally
attached to or positioned on land, including portable structures.
16. Substation - any utility structure other than lines, pipelines, holes or
towers.
17. Terrace - a relatively level area bordered on one or more sides by a retain-
ing wall.
18. Tree - any woody plant that has at least one trunk whose diameter is four
feet above the ground is four inches or greater.
19. Utility Facility - physical facilities of electric, telephone, telegraph,
cable television, water, sewer, solid waste, gas, and similar service
operations.
20. Vegetation - all plant growth, especially tree, shrubs, mosses and grasses.
21. Water Body - any lake, stream, pond, wetland, or river.
22. Wetland - any land which is seasonably wet or flooded including all marshes,
bogs, swamps, and floodplains.
918.060. Site Plan Contents.
A. Site plans shall be prepared to a scale appropriate to the size of the
project and suitable for the review to be performed.
B. The following information shall be provided in the site plan:
(1) location of the property including such information as the name and
numbers of adjoining roads, railroads, existing subdivisions, or other
landmarks.
(2) the name and address of owner(s) or developer(s), the section, township
and range, northpoint, date and scale of drawing, and number of sheets.
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(3) existing topography as indicated on a contour map having a contour
interval no greater than 2 feet per contour; the topography map shall
also clearly delineate any bluffline, all streams, including intermittent
streams and swales, waterbodies, statement of water quality and a class-
ification given to the waterbody by the Minnesota Department of Natural
Resources and the Minnesota PCA, if any. The topography map shall in-
dicate the floodway and /or flood fringe lines.
(4) a plan delineating existing drainage of the water setting forth in
which direction the volume and at what rate stormwater is conveyed from
the site and setting forth those areas of the site where stromwater
collects and is gradually percolated into the ground or.slowly released
to stream or lake.
SITE PLANNING REQUIREMENTS.
918.070. Site Plan Required. No building permit, zoning approval or subdivision
approval permit or certificate shall be issued for any action located in an
area covered by this ordinance until a site plan has been prepared and approved
in accordance with the provisions of this ordinance.
918.080. Exceptions.
A. No site plan shall be required for an existing single - family dwelling nor
for the extension, enlargement, change or alteration thereof, nor accessory
structures thereto, provided that the dwelling remains a single- family
dwelling.
B. No site plan shall be required for any use permitted on a temporary basis
for a period not to exceed two years when such use is established without
site preparation and makes no discharge on to the site. No extensions
shall be granted beyond the two -year temporary permit.
918.090. Site Plan Application. A written application for site plan approval shall
be filed with the Director of Community Development containing evidence adequate
to show that the proposed use will conform to the standards set forth in this
ordinance. Three (3) sets of clearly legible blue or black -lined copies or
drawings and required information shall be submitted to the Director of Community
Development and shall be accompanied by an application fee of $30.00.
(5) a description of the soils of the site including a map indicating soil types
by areas to be disturbed as well as a soil report prepared by a soil scien-
tist containing information on the suitability of the soils for the type of
development proposed and for the type of sewage disposal proposed and de-
scribing any remedial steps to be taken by the developer to render teh soils
suitable. All areas proposed for grading shall be identified by soil type,
both as to soil type of existing top soil and soil type of the new contour.
The location and extent of any erosion area shall be indicated. The stabil-
ity of rock units along bluff lines shall be included in the soils descript-
ion.
(6) a description of the flora and fauna, which occupy the site or are occasion-
ally found thereon, setting forth with detail those areas where unique plant
or animal species may be found on the site.
(7) a description of any features, buildings or areas which are of historic
significance.
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(8) a map indicating proposed finished grading shown at contours at the same
intervals as provided above or as required to clearly indicate the relat-
ionship of proposed changes to existing topography and remaining features.
(9) a landscape plan drawn to an appropriate scale, including dimensions and
distances and the location, type, size and description of all existing
vegetation, clearly locating and describing any vegetation proposed for re-
moval and all proposed landscape materials which will be added to the site
as part of the development.
(10) a proposed drainage plan of the developed site delineating in which direction,
the volume, and at what rate stormwater will be conveyed from the site and
setting forth the areas of the site where stormwater will be allowed to
collect and gradually percolate into the ground, or be slowly released to
stream or lake. The plan shall also set forth hydraulic capacity of all
drainage structures to be constructed or existing structures to be utilized,
including volume of holding ponds and design storm.
(11) an erosion and sedimentation control plan indicating the type, location,
and necessary technical information on control measures to be taken both
during and after construction including a statement expressing the calcu-
lated anticipated gross soil loss expressed in tons /acre /year both during
and after construction.
(12) the proposed size, alignment, height and intended use of any structures to
be erected or located on the site.
(13) a clear delineation of all areas which shall be paved or surfaced including
a description of the surfacing material to be used.
(14) a description of the method to be provided for vehicular and pedestrian
access to the proposed development and public access to the river and /or
public river view opportunities both before and after development: a des-
cription of the development's impact on existing views of and along the river.
(15) a description of all parking facilities to be provided as part of the de-
velopment of the site including an analysis of parking needs generated by
the proposed development.
(16) a delineation of the area or areas to be dedicated for public use.
(17) a delineation of the location and amounts of excavated soils to be stored
on the site during construction.
(18) any other information pertinent to the particular project which in the
opinion of the Director of Community Development or applicant is necessary
or helpful for the review of the project.
(19) the Director of Community Development may waive any of the above require-
ments that are not applicable.
918.100. Site Plan Approval. The Director of Community Development shall approve
or deny all applications, except those that would normally need approval by the
City Council. If the applicant is not satisfied with the decision of the Dir-
ector of Community Development, the decision may be appealed to the City Council
after a recommendation from the Planning Commission.
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918.110. Site Plan Approval Standards. No site plan which fails to satisfy the
following standards shall be approved by the City Council or Director of Com-
munity Development.
A. The applicant shall demonstrate that the proposed development shall be
planned, designed, constructed and maintained to avoid substantial probab-
ilities of:
(1) accelerated erosion.
(2) pollution, contamination, or siltation of water bodies, rivers and
streams.
(3) damage to vegetation.
(4) injury to wildlife habitats.
(5) increased flood potential.
(6) descreased ground water recharge.
B. The applicant shall demonstrate that the types and desities of land use
proposed shall be suited to the site and soil conditions and shall not present
a threat to the maintenance of the groundwater quality, a potential increase
in maintenance cost of utilities, parking areas, or roads, and shall not be
subject to problems due to soil, limitations, including, but not limited to
soil bearing strength, shrink /swell potential, and excessive frost movement.
C. No development shall be permitted on land having a slope before alteration
in excess of 12 percent unless the applicant shall prove that the following
conditions are met:
(1) The foundation and underlying material of any structure, including
roads, shall be adequate for the slope condition and soil type.
(2) Adequate controls and protections exist uphill from the proposed develop-
ment such that there is no danger of structures or roads being struck
by falling rock, mud, uprooted trees, or other materials.
(3) The proposed development presents no danger of falling rock, mud, up-
rooted trees, or other materials to structures downhill.
(4) The view of the developed slope from the river and opposite riverbank
is consistent with the natural appearance of the undeveloped slope,
consistent with any historic areas nearby, compatible with the view
from historic areas, and compatible with surrounding architectural feat-
ures. To the maximum extent possible, the use of natural devices, in-
cluding vegetation management shall be preferred over the construction
of artificial devices, including culverts, holding ponds, walls, and
terracing.
(5) All other structures other than buildings and roadway surfaces, but
including retaining walls shall meet the following design requirements:
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(a) retaining walls or terrace contours shall not exceed five feet in
height;
(b) construction materials shall be subject to Community Design Review
Board approval;
(c) the minimum space in between terraces and retaining walls shall be
twenty feet.
(6) Any lift stations required to service the slope development with local
sewer systems are designed in accordance with local design standards
and approved by the city engineer. The applicant shall furnish a satis-
factory arrangement or agreement by which the cost of maintenance and
operation of the lift station are borne by those serviced by the facility.
(7) No septic tank shall be placed on a slope of greater than 12 %. The
natural slope may not be altered in any way where the septic tank
system or part thereof is to be located. The drain lines shall be
located parellel to contour lines.
(8) In no case shall slopes with a natural slope in excess of 45% be
developed.
D. Development shall be accomplished only in such a manner that on -site gross
soil loss levels shall not exceed five (5) tons per acre per year during
construction, but only two (2) tons per acre per year when the site is
adjacent to a water body or water course and 0.5 tons per acre per year
after construction activities are completed.
E. Development shall not substantially diminish the scientific, historical,
educational, recreational or aesthetic value of natural areas and unique
plant and animal species, and shall not substantially alter the reproductive
cycle of the species.
F. Erosion protection measures shall make maximum use of natural in -place veg-
etation rather than the placing of new vegetation on site as erosion control
facilities. The use of natural eroision control devices shall be preferred
to the maximum extent over the construction of artifical drainage devices
including culverts, holding ponds, and ditches.
G. The development shall be located in such a manner as to minimize the removal
of vegetation and alteration of the natural topography.
H. The applicant shall demonstrate that there are no feasible or prudent alter-
natives to cutting trees on the site: development shall be permitted only
in such a manner that the maximum number of trees shall be preserved. No
trees may be cut except those occupying the actual physical space in which
a structure, drive or roadway is to be erected. In the event that solar
collection is utilized, trees may be cut to allow sufficient sunlight to the
solar collectors if the applicant can demonstrate there are no feasible or
prudent alternatives. If trees are cut, the density of trees shall be re-
stored to that which existed before development, but in no case shall the
applicant be required to raise the density above 10 trees per acre. The
applicant shall demonstrate that all grading which takes place will be con-
ducted in a manner that preserves the root zone aeration and stability of
existing trees and provides an adequate watering area equal to at least one-
half of each tree's crown cover.
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I. Development in woodlands shall not reduce the existing crown cover greater
than 50 percent and shall be conducted in such a manner that the understory
and litter is preserved.
J. Fishing in a wetland shall not exceed the excess storage and nutrient
stripping capacities of the wetland based on the ultimate projected develop-
ment of the wetland watershed. Flood storage and nutrient stripping capaci-
ties shall be calculated in accordance with Appendix B.
K. Wetlands and other water bodies shall not be used as primary sediment traps
during or after construction.
L. The proposed development will not increase the runoff rate or decrease the
natural rate of absorption of stormwater.
M. The quality of water runoff and water infiltrated to the water table or
aquifer shall be as high after development as it was before development of
the site.
N. When filling in a wetland, a minimum amount of filling may be allowed when
necessary but in no case shall the following restrictions on total amount of
filling be exceeded. Since the total amount of filling which can be per-
mitted is limited, the City of Maplewood, when considering permit applicat-
ions, shall consider the equal apportionment of fill opportunity to riparian
land owners.
1. Total filling shall not cause the total natural flood storage capacity
of the wetland to fall below the projected volume of runoff from the
whole developed wetland watershed generated by a 6" rainfall in 24
hours. Any increase in runoff must be detained for on -site infiltration
through the 'moil to the water table.
2. Total filling shall not cause the total natural nutrient stripping
capacity of the wetland to fall below the nutrient production of the
wetland watershed for its projected development..
3. Only fill free of chemical pollutants and organic wastes may be used.
0. No part of any septic tank system shall be located closer than 150 feet
from the edge of a water body or water course unless it can be shown that
no effluent will directly or indirectly reach the water body, water course
or wetland.
P. The development is consistent with the reasonable preservation of the
view of the river corridor from other properties and by the public rights -
of -way has been minimized.
Q. The grades of any streets shall not exceed 10 percent.
R. Any and all :erosion' control, stormwater runoff, utility access, and
similar structures shall be designed to be maintained, cleaned out, and
otherwise operated without requiring the crossing of private lands with or
the operation of motorized heavy maintenance vehicles and equipment, such as
bulldozers, trucks, and back -hoes on slopes in excess of 8 percent. As used
in this section, private lands includes any out -lots.
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S. The proposed development, both vehicular and pedestrian, shall be adequate
and consistent with local transportation and thouroughfare planning.
T. The proposed development shall not lessen public access to and along the
river bluff, nor does it lessen public opportunity to view the river from
within the corridor.
U. The conduct of all grading, landscaping, structure placement, and street
routing shall be consistent with and to the maximum extent in furtherance
of the goals and policies for the development of the river corridor adopted
by the City of Maplewood on March 1, 1979.
CRITICAL AREA CROSSINGS.
918.120. Utility Facilities. Utility crossings of the critical area corridor or
routing within the corridor shall meet the following standards:
A. Underground placing of the utility facility shall be required unless econ-
omic, technological and land characteristic factors make underground place-
ment feasible. Economic considerations alone shall not be made the major
determinant regarding feasibility.
B. Overhead crossings, if required, shall meet the following criteria:
(1) The crossings shall be adjacent to or part of an existing utility
corridor, including bridge or overhead utility lines.
(2) All structures utilized shall be as compatible as practicable with land
use, scenic views, and existing transmission structures in height,
material, color, and design.
(3) Right of way clearance shall be kept to a minimum.
(4) Vegetative screening shall be utilized to the maximum extent consistent
with safety requirements.
(5) Routing shall avoid unstable soils, blufflines, or high ridges, the
alteration of the natural environment, including grading shall be
minimized.
(6) The crossings be subject to the site planning requirements set forth in
Article II.
C. Utility Substations. Utility substations shall be subject to the following
standards:
(1) All substations shall be subject to the site planning requirements set
forth in Article II.
(2) New substations or refurbishment of existing substations shall be com-
patible in height, scale, building materials, landscaping and signing
with the surrounding natural environment or land uses. Screening by
natural means is encouraged and should be compatible with the surrounding
environment.
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D. Pipelines. Pipelines and underground utility facilities shall be subject
to the following standards:
(1) All pipelines and underground facilities shall be subject to the site
planning requirements set forth in Article 918.070.
(2) The facilities shall be located to avoid wetlands, woodlands, and areas
of unstable soils.
(3) All underground placing of utility facilities and pipelines shall be
followed by revegetation and rehabilitation to the conditions which
existed on site prior to development providing the original conditions
were environmentally and aesthetically desirable.
918.130. Public and Private Roads. New roads crossing the critical area corridor
or routed within the critical area corridor shall meet the following standards:
A. Roads shall be constructed to minimize impacts on the natural terrain and
natural landscape.
B. Extreme cuts and fills are to be avoided.
C. All roads shall be subject to the site planning requirements set forth in
Article 918.070.
D. New roads shall not utilize the river corridor as a convenient right -of -way
for new arterials.
E. New roads shall be restricted to those facilities needed to access existing
and planned residential uses.
918.140. Existing Structures. Existing structures, the location, or the use of
which is inconsistent with this ordinance or the critical areas designation
order shall not be eligible for any permit granted by the City for expansion,
change of use, renewal of existing permit, or building permit, unless the follow-
ing criteria are met:
A. The applicant shall provide and maintain adequate screening of the structure
from the water through the use of natural vegetative means.
B. The public's ability to view the river and river corridor from existing
public streets shall not be further degraded by the proposed acitivity.
918.150. Signs.
A. All advertising signs permitted within the critical area shall conform with
the provisions of the Maplewood Sign Ordinance.
B. Views of the water from vistas and public roads shall not be impaired by
the placement of business or advertising signs.
C. All advertising signs, the location of which is not in conformance with
this section are deemed non - conforming uses and shall be removed within
three years of the effective date of this ordinance.
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ON SITE SEWER DISPOSAL.
918.160. Purpose and Intent. The following regulations are adopted to:
A. Regulate individual sewer disposal systems as to prevent contamination of
underground bodies of water, streams or other surface bodies of water.
B. Prevent individual sewer disposal systems from creating a health hazard
and /or a nuisance for the general public or for individuals.
918.170. General Requirements.
A. Location and installation of the individual sewage disposal system and each
part thereof shall be such that, with reasonable maintenance it will function
in a sanitary manner and will not create a nuisance nor endanger the safety
of any domestic water supply. In determining a suitable location for the
system, consideration shall be given to the size and shape of the lot, slope
of natural and finished grade, soil permeability, depth of ground water,
geology, proximity to existing or future water supplies, accessibility for
maintenance, and possible expansion of the system.
B. No part of the system shall be located so that it is nearer to any water
supply, or so that surface drainage from its location may reach any domestic
water supply.
C. Raw sewage, septic tank effluent, or seepage from a soil absorption system
shall not be discharged to the ground surface, abandoned wells, or bodies
of surface water, or into any rock formation the structure of which is not
conducive to purification of water by filtration, or into any well or other
excavation in the ground. This requirement shall not apply to the disposal
of sewage in accordance with a process approved by the State Board of Health
or the Water Pollution Control Commission.
D. The lot size shall be 3 acres or more to permit installation of the individ-
ual sewage disposal system in accordance with all the requirements pertaining
thereto.
E. Installation of individual sewage disposal systems shall not be made in low
swampy areas or areas which may be subject to flooding.
F. In areas with a high ground -water table or where limestone or any geological
formation similarly faulty is covered by less than fifty (50) feet or earth,
the final disposal unit shall be a tile field. The bottom of the trenches
shall be not less than four (4) feet above the highest known or calculated
water table or the surface of the faulty rock formation.
G. Bulldozers, trucks or other heavy machinery shall not be driven over the
system after installation.
11. The system or systems shall be designed to receive all sewage from the
dwelling, building, or other establishment served, including laundry waste
and basement floor drainage. Footing or roof drainage shall not enter any
part of the system. Where the construction of additional bedrooms, the
installation of mechanical equipment, or other factors likely to affect the
operation of the system can be reasonably anticipated, the installation of
a system adequate for such anticipated need shall be required.
- 13 - 3/1
I. The system shall consist of a building sewer, a septic tank, and a soil
absorption unit. The soil absorption unit shall consist of a sub - surface
disposal field. All sewage shall be treated in the septic tank and the
septic tank effluent shall be discharged to the disposal field. The septic
tank drain field system shall be considered the only acceptable system for
installation unless it can be demonstrated that this system is not feasible
on the particular lot in question and if it can be demonstrated that the
system being proposed as an alternate will not create a pollution problem.
J. Soil absorption systems for the disposal of sewage waste shall not be in-
stalled on land where the slope exceeds twelve percent (12 %).
918.170. Maintenance Requirements.
A. At least once a year the owner of any septic tank or his agent shall
measure or arrange for measurement of the depth of sludge and scum in such
septic tank. When, as a result of such measurement the top of the sludge
layer in the tank or any compartment of the tank is found to be less than
twelve (12) inches below the bottom of the outlet baffle or submerged pipe,
or is the bottom of the scum layer is less than three (3) inches above the
bottom of the septic tank outlet baffle or submerged pipe, the owner or
agent shall arrange for the removal and sanitary disposal of sludge and scum
from the tank; provided that such requirement for measuring shall be waived
for any septic tank which is cleaned as indicated at least once each calendar
year.
B. At least once each year the owner of any system equipped with a distribution
box shall arrange for the opening of the distribution box and the removal
of any settled solids therein. Such material shall be disposed of to the
septic tank or by other means acceptable to the City.
C. At least once between May 1 and June 30 of each year the depth of liquid
in each seepage pit shall be measured. When, as a result of such measure-
ment it is found that the liquid level in the pit is less than one foot
below the inlet, a second measurement shall be made eight (8) to twelve (12)
hours after the first measurement, during which time no liquid shall be
discharged to the seepage pit. If, as a result of the second measurement,
it is found that the liquid level in the pit has not lowered at least two
(2) feet during the indicated period of time, an additional seepage pit or
other acceptable soil absorption system shall be provided.
D. Servicing of septic tanks and soil absorption units shall conform to the
Minnesota Department of Health and Minnesota Pollution Control Agency spec-
ifications. Disposal of sludge and scum removed from the system shall be:
(1) into a municipal sewer disposal system where practible.
(2) in the absence of a public sewer, at a disposal site approved by the
Pollution Control Agency.
(3) sludge shall not be discharged into any lake or water - course, nor upon
land without burial.
- 14 - 3/1
918.180. Alternative Systems.
A. Alternative methods of sewage disposal such as holding tanks, electric
or gas incinerators, biological and /or tertiary treatment plants or land
disposal systems, wherever required or allowed in particular circumstances,
shall be subject to the standards, criteria, rules and regulations of the
Minnesota Department of Health and Minnesota Pollution Control Agency, and
shall also require approval of the City Council.
Section 2. This ordinance shall take effect after its passage and publication.
79 -3 -66
WHEREAS, the State of Minnesota has required each City along the Mississippi
River Corridor to prepare a Critical Areas Plan and Regulations; and
WHEREAS, the purpose of said Plan and Regulations is to protect the natural
environment of those areas along the Mississippi; and
WHEREAS, the Governor has designated that area south of Carver Avenue and
west of Highway 494 in Maplewood as a Critical Area; and
WHEREAS, the Maplewood Planning Commission has recommended approval of said
Plan and Regulations;
NOW, THEREFORE, THE CITY COUNCIL OF MAPLEWOOD hereby adopts said Plan and
Regulations.
Seconded by Councilman Anderson. Ayes - all.
F. AWARD OF BIDS
1. Police Car Bids - Budget Transfer
a. Manager Evans presented the staff report and recommended that the bid of
$6,523.54 per unit from Buerkle Buick be accepted understanding that we will have
to expend an additional $300.00 per vehicle upon their arrival to have them comply
with our specifications.
b. Mayor Greavu introduced the following resolution and moved its adoption:
79 -3 -67
BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA, that the bid of
Buerkle Buick in the amount of $6,523.54 per unit is the lowest responsible bid
for the purchase of six full size police sedans and the Mayor and Clerk are hereby
authorized and directed to enter into a contract with said bidder for and on be-
half of the City.
Seconded by Councilman Wiegert. Ayes - all.
C. Budget Transfer
Councilman Wiegert moved to approve the following Budget Transfer to purchase
the General Motor Buick vehicles:
- 15 - 3/1
From: Revenue Sharing Contingency Account 161 -4910 $1,340.00
To: Police Revenue Sharing 121 -4610 $1,340.00
Seconded by Mayor Greavu. Ayes - all.
G. APPROVAL OF ACCOUNTS
Councilman Fontaine moved that the accounts (Part I - Fees, Services, Expenses - Che
No. 003213 through Check No. 003238 - $47,896.87; Check No. 029297 through Check No.
029473 - $96,455.88: Part II Payroll - Check No. 19858 through Check No. 19989 -
SGF,_117.06) in the amount of $190.469.81 be aDDroved as submitted.
Seconded by Councilman Wiegert. Ayes - all.
UNFINISHED BUSINESS
1. Rezoning: 1741 Arcade Street - Freitag - Second Reading
a. Manager Evans recommended second reading and final adoption of the ordinance.
b. Councilman Anderson introduced the following ordinance and moved its adoption:
ORDINANCE NO. 462
AN ORDINANCE AMENDING THE MAPLEWOOD
ZONING CODE
THE COUNCIL OF THE CITY OF MAPLEWOOD DOES HEREBY ORDAIN AS FOLLOWS:
Section 1. That the following described properties are hereby rezoned from
R -1 (Single Family Residence) to B -C (Business - Commercial):
Subject to widened STH 61 -1 and except the South 651.5 ft of Lot 1;
Subject to widened STH 61 -1 the North 111 feet of the South 651.5 ft of Lot 1;
Moores Garden Lots
(More commonly described as 1741 Arcade Street)
Section 2. This ordinance shall take effect upon its passage and publication.
Seconded by Councilman Fontaine. Ayes - all.
2. Council Initiation of Rezoning - Junek
a. Manager Evans presented the staff report and stated if Council feels that Mr.
Junek's proposal would be compatible in an area planned for future single family
development, the only valid procedure would be a rezoning. At such time as a re-
zoning application was made, by Council or Mr. Junek, staff would have a further
recommendation on the rezoning itself.
b. Councilman Wiegert moved to initiate the rezoning of Mr. Greg Junek's pri
at 2344 E. Larnenteur Avenue from R -1, Single Family Residence, to FR - Farm
Seconded by Mayor Greavu. Ayes - all.
- 16 - 3/1
I. VISITOR PRESENTATIONS
1. Mr. Dale Newland, 2975 Frederick Parkway
a. Mr. Newland stated he believed there was to be a discussion regarding property
in the area of Woodlyn, Lydia, White Bear Avenue and McKnight Road to be used for
multiples.
b. Council stated this is to be discussed under Council Presentations.
J. NEW BUSINESS
1. County Open Space Program
a. Manager Evans stated at the February 15th City Council meeting, the Council
requested that Mr. Bernie Edmonds from the Ramsey County Park and Open Space Depart-
ment appear at the March lst Council meeting. Mr. Edmonds informed staff that he
or his assistant would be at the meeting.
b. Mr. Bernie Edmonds, Ramsey County Park and Open Space Department, explained
his departments views regarding property at Beam and Highway 61. He also presented
the Ramsey County Open Space's programs and answered questions from the Council
and audience.
c. No action taken.
2. Knowlans Sign Plan
a. Manager Evans presented the staff report recommending approval subjectato the
following conditions:
1. The Knowlan's Mansard sign and logo shall measure 3 feet and 5.5 feet in
height respectively, as proposed;
2. The Comet Realty sign shall be removed from the fascia and located on the
mansard to conform in size with the other mansard signs (except the Knowlan's
sing);
3. The mansard signs for the laundromat, barber shop, hardware store, and
realtor shall not exceed one foot in letter height;
4. The concrete block roof sign shall be painted off within four years of this
approval as required by code, or at that time the applicant may petition the
City Council to approve it as a legal roof sign;
5. The "Lawnboy Equipment" sign, the "Century Laundromat" sign, and the "North-
wood Hardware" sign, which are located on the building's easterly elevation,
shall be removed, since they are illegal non - conforming signs;
6. The projecting sign indicating Curtis Cabinets new location shall be
removed;
7. Owner and Applicant agree to the above conditions in writing.
- 17 - 3/1
b. Chairman Hoot presented the following Community Design Review Board recommend-
ation:
"Board Member Sjolander moved the Board recommend to the City Council approval of
the proposed sign plan presented by Lawrence Signs subject to the following con-
ditions:
1. The Knowlan's mansard sign and logo shall measure 3 feet for the letter
height and 5.5 feet for the logo height;
2. The Comet Realty and Northwood Hardward Store sign shall be removed from
the fascia;
3. The mansard signs for the laundromat, barber shop, hardware store, and
realtor shall not exceed one foot in letter height and be consistent in
letter height;
4. The concrete block roof sign shall be painted off within four years of this
approval as required by Code;
5. The "Lawnboy Equipment" sign, the "Century Laundromat" sign and the "North-
wood Hardware" sign, which are located on the building's easterly elevation,
shall be removed, since they are illegal non - conforming signs;
6. The projecting sign indicating Curtis Cabinets new location shall be removed;
7. Owner and applicant agree to the above conditions in writing.
Board Member Herauf seconded. Ayes all."
C. The applicants were not in attendance at the meeting.
d. Councilman Wiegert moved to approve the Knowlan sign plan subject to the re-
commendations and conditions of the Communitv Design Review Board.
Seconded by Councilman Fontaine. Ayes - all.
3. Sewer Consultant Selection
a. Manager Evans stated a sewer element is one requirement of the Mandatory Land
Use Planning Act. Staff has solicited proposals from three firms. The following
is a list of those firms and their cost estimates:
1. Short - Elliott- Hendrickson, Inc. - $6300
2. Toltz, King, Duvall, Anderson & Associates, Inc. - $8000
3. Bonestroo, Rosene, Anderlik & Associates, Inc. - $9800
A copy of each of their proposals was submitted.
Staff concurs with the recommendation of the Planning Commission and recommends
that the Council hire the firm of Toltz, King, Duvall, Anderson & Associates, Inc.
Because of the relatively small scale of this project, it would save staff time
to work with a firm that prepared the original sewer plan for the City. Toltz,
King, Duvall, Anderson & Associates are already aware of the City's policies,
problems, and background information. Because they already have the as built
drawings for the City, staff would not have to prepare this information for them.
While Short - Elliott- Hendrickson, Inc. were the low bidders, additional staff time
would be needed to assist them in preparing the update of the sewer plan.
- 18 - 3/1
b. Chairman Axdahl presented the Planning Commission recommendation:
"Commissioner Barrett moved that the Planning Commission recommend to the City
Council the firm of Toltz, king, Duvall, Anderson and Associates for the Com-
prehensive Sewer Update.
Commissioner Pellish seconded. Ayes all."
C. Councilman Fontaine moved to hire the firm o
ve Sewer update as
Seconded by Councilman Anderson. Ayes - all.
4. Training Applications
Anderson
a. Manager Evans presented the staff report and recommended approval of the train-
ing applications as submitted.
b. Councilman Anderson moved to approve the following training applications:
Fire Marshal to attend the Annual State Fire Department Association meeting
at Grand Rapids, Minnesota, June 21 thru June 24, 1979.
Finance Director to attend the Minnesota Finance Offier's Annual Conference at
Alexandria, Minnesota, April 18 thru April 20, 1979.
Director of Community Development to attend the Minnesota Planning Association
Conference at Brainerd, Minnesota, March 28 thru March 30, 1979.
Seconded by Councilman Nelson. Ayes - all.
5. Closure of Debt Service Accounts
a. Manager Evans stated in 1978 the final payment was made on three bond issues:
the Sanitary Sewer Improvement Bonds dated May 1, 1958, July 1, 1958, and August 1,
1963. Consequently, as of December 31, 1978, the debt service accounts (sinking
funds) for these bond issues should be closed and the remaining assets transferred
to a different fund.
When the City's budget was prepared, it was planned that the remaining assets be
transferred to the debt service accounts for the Refunding Bonds of 1974 and 1977
as these had large projected deficits. Therefore, it is recommended that the submitt-
ed resolution be adopted which provides for the closure of the appropriate debt
service accounts and transfer to assets as budgeted.
b. Mayor Greavu introduced the following resolution and moved its adoption:
79 -3 -68
WHEREAS, in 1978 the final payment was made on the Sanitary Sewer Improvement
Bonds dated May 1, 1958, July 1, 1958, and August 1, 1963; and
WHEREAS, Minnesota Statutes 475.61, Subdivision 4, authorizes that the remaining
assets in the debt service accounts (sinking funds) for these bond issues may be
transferred to a different fund;
- 19 - 3/1
NOW, THEREFORE, BE IT RESOLVED, that:
1. The debt service accounts be closed for the Sanitary Sewer Improvement
Bonds dated May 1, 1958, July 1, 1958, and August 1, 1963;
2. The remaining assets in the debt service accounts for the 1958 bonds be
transferred to the debt service account for the 1977 Refunding Bonds;
3. The remaining assets in the debt service accounts for the 1963 bonds be
transferred to the debt service account for the 1974 Refunding Bonds;
4. The above transactions shall be effective December 31, 1978.
Seconded by Councilman Anderson. Ayes - all.
6. Encumbrance Accounting
a. Deleted from Agenda.
7. Public Officials Liability Insurance
a. Manager Evans presented the staff report and further stated staff is concerned
with the unpredictable demand on City resources that exists without public officials
liability insurance. For example, a court verdict against the City in the amount
of $1,000,000 would cause a 36% increase in the City's taxes for one year (not in-
cluding legal defense costs). Therefore, staff recommends that a public official
liability insurance policy be obtained thru the Forum Insurance Company and that a
budget transfer of $5,040 from the contingency account be authorized to finance the
premium.
b. Mr. Jerome Ekblad, representing the Maplewood Insurance Committee, explained the
proposal.
c. Councilman Anderson
Public Official's Liability Insurance from
aff and the Maplewood Insurance Committee
that the necessary budget transfer of $5,040 from the contingency account be author-
ized to finance the premium.
Seconded by Mayor Greavu.
8. Paramedic Bill Cancellation
Ayes - all.
a. Manager Evans stated an application for cancellation of paramedic ambulance
service charges has been received from Alma Weber. This individual was taken to
St. Paul Ramsey Hospital from 2636 Brookview after fainting and suffering from an
irregular heart rate.
b. Councilman Wiegert moved to cancel the paramedic ambulance service charge of
$45.00 billed to Mrs. Alma Weber.
Seconded by Councilman Fontaine. Ayes - all.
9. Budget Transfer - Wage Committee
a. Manager Evans stated staff recommends that the 1979 Budget for the City Council
be amended by a transfer of $1,350 from the contingency account to finance the
following Wage Committee costs:
- 20 - 3/1
$ 400 - Copies of Stanton Salary Survey (16 @ $25)
370 - Outside printing of job descriptions (116 pages) and union contracts
(135 pages)
80 - 3 -ring notebooks and dividers for job descriptions and union contracts
500 - Xeroxing and contingency for miscellaneous items
$1,350
b. Councilman Fontaine moved to approve the budget transfer of $1,350 from the
contingency account to finance the Wage Committee costs.
Seconded by Councilman Anderson. Ayes - all.
10. Carry Over of 1978 Budget Monies to 1979
a. Manager Evans presented the staff report and recommended that the Council
approve these carry over of funds and authorize the appropriate reductions in the
1978 Budget and increases in the 1979 Budget.
b.
Councilman Wiegert moved
to approve the carry
over of funds from the 1978
Budget to
the 1979 Budget as
follows:
Amount
Function
Acct. Title
1979 Use
$
3,500
Finance
Fees for Service
Data processing costs
$
1,520
C.H. Bldg. Mtnce.
Temp. Wages
Part -time help to compelte remodel-
ing clean -up work
$
1,810
Police
Equip. Supplies
Replenish smoke gas supply
$
1,980
Police
Training
Training required by Police
licensing law
$
8,540
Police
Equip., Other
To purchase a radar unit and record-
ing equipment for the dispatching
center
$
7,690
Paramedics
Equip., Supplies
To purchase required supplies
$16,160
Paramedics
Equip,., Other
To purchase Ivac Thermoter units
$
460
Emer. Prepard.
Supplies, Vehicle
Screen to separate front and back
seats in reserve dquad
$
1,210
Emer. Prepard.
Uniforms
Uniforms for cadet recruits and
explorer advisors
$
450
Emer. Prepard.
Training
Pistol training
$
340
Emerg. Prepard.
Vehicle Mtnce.
Repair jeep
$
470
Emer. Prepard.
Equip. Mtnce.
Repair communications trailer
$
490
Emer. Prepard.
Fees for Service
De- stocking shelters
$11,900
Emer. Prepard.
Equip., Other
Warning sirens
$
3,310
Park mtnce.
Bldg. Imp.
Park building improvements
$
6,820
Area Development
Contract Payments
Land purchases
$
1,800
Rec. Programs
Program Supplies
Misc. items
$
1,400
Nature Center
Equip., Other
Slide projecter, snowshoes, etc.
$
200
Plan. Admin.
Publishing
Land Use Plan, Zoning Ord., etc.
$
1,640
Plan. Admin.
Consulting Fees
Critical Areas Plan and Wetland
$71,690
General Fund Total
Study.
- 21 - 3/1
$ 9,210
$66,000
$12,200
$87,410
$ 7,490
$ 7,490
$ 9,700
$23,200
$23,200
Area Development Land Purchase Cope St. park and /or other areas
Central Equip. Vehicles Two dump trucks
Central Equip. Equip, Other Snow plows and steamer
Revenue Sharing Fund Total
Plan. Projects
Planning Fund Total
Water Distrib.
Sewer Mtnce.
Sewer Fund Total
Consulting Fees Land Planning Act
Equip, Other
Equip., Other
Telemetry system
Telemetry system
The proposed 1979 uses indicated are the same as originally budgeted with the follow-
ing exceptions:
a) Item 2, temporary wages for City Hall building maintenance, provides that
the surplus left from not hiring a full -time janitor in 1978 for the new
Public Works Building be used to have part -time help work extra hours to com-
plete remodeling clean -up work at City Hall.
b) Item 5 police equipment - needs further justification before Council will
approve purchase of radar unit and recording equipment.
Seconded by Councilman Anderson. Ayes - all.
11. Nature Center Donations
a. Manger Evans stated the City has received two donations for the Nature Center.
Ann Kirch: $10.00 donation for a Saturday Snowshoe Program
St. Paul Audubon Society: $57.64 for material to make snowshoe bindings.
It is suggested the Council accept the donations and authorize these funds to be
expended for expenses at the Nature Center.
b. Mayor Greavu moved to accept the donations and that a letter of thanks be for-
warded to Ms. Ann Kirch and the St. Paul Audubon Society and that the funds be
expended for expenses at the Nature Center.
Seconded by Councilman Wiegert. Ayes - all.
12. Appointment - HRA
a. Manager Evans stated Guy Glovers term on the HRA will expire during March.
He has expressed an interest in being reappointed for five year term.
b. Councilman Wiegert moved to reappoint Mr. Guy Glover to a five year term on
the HRA.
Seconded by Councilman Fontaine.
Ayes - all.
13. Petition - Public Works Improvement - Dorland Road - Hillwood Drive to Linwood Avenue
a. Manager Evans stated the City is in receipt of a petition for improvements to
a proposed Dorland Road from Hillwood Drive to Linwood Avenue. The improvements
- 22 - 3/1
would provide public facilities to the proposed Linwood Heights Addition and include
the construction of streets, curb and gutter, sanitary sewer, watermain, and storm
water drainage facilities. The petitioners represent 64% of the abutting front
footage.
The firm of Schoell and Madson, Inc. is currently completing the feasibility study
for the construction of Hillwood Drive. The preliminary work on the feasibility
has indicated that the Hillwood Drive area is best served by a sanitary sewer through
the proposed Dorland alignment. As the Dorland Road proposal is an integral part
of the Hillwood Drive Improvement, they should be handled as a single project.
It is recommended the Council accept the petition and merge the Dorland Road feasibil-
ity study with the Hillwood Drive Improvement project (78 -10).
b. Councilman Wiegert introduced the following resolution and moved its adoption:
79 -3 -69
WHEREAS, a certain petition has been received by the City Council for the
improvements to the following described area:
Dorland Road from Linwood Drive to Hillwood Drive
by the construction of streets, curb and gutter, storm sewer, sanitary sewer, water -
mains and all necessary appurtenances; and
WHEREAS, the said petition has been delcared to be signed by the required per-
centage of the owners of the property affected thereby; and
WHEREAS, the City Council finds that it is in its best interests to merge this
project with the Hillwood Drive Improvements, Maplewood Project No. 78 -10;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that said improvements shall
be made a part of Project 78 -10 and that the petition as hereinbefore described is
hereby referred to the City Engineer and he is instructed to report to the Council
with all convenient speed advising the Council in a preliminary way as to whether
the proposed improvement is feasible and should best be made as proposed and the
estimated cost of the improvement as recommended.
Seconded by Councilman Anderson. Ayes - all.
14. Final Payment
a. Manager Evans stated all work has been completed on the Mailand Road project No.
76 -7. The project was let for construction in July of 1977 and included construction
of street, curb and gutter, sanitary sewer, watermain and storm drainage facilities,
on Mailand Road from McKnight Road to the Marvin Anderson Plat (approximately 1/2
mile).
The final contract amount is $375,184.50, an increase of $58,212.98 over the original
bid price (18% increase). The increased cost represents over -run of materials that
were bid on a unit price basis (Change Order No. 1) and amendments to the contract
necessitated by field conditions (Supplemental Agreement No. 1). The major change
is for additional roadway aggregate that was required because of poor soil conditions
and heavy rains during the 1977 construction season. The additional aggregate was
needed to assure adequate base and maintain access to the houses lying easterly of
Dorland Road and to the Crestwood Knolls Plat.
- 23 - 3/1
It is recommended that Change Order No. 1 and Supplemental Agreement No. 1 be
approved and final payment be authorized.
h. Councilman Fontaine introduced the following resolution and moved its adoption:
(Change Order No. 1)
79 -3 -70
WHEREAS:
A. The City Council of the City of Maplewood has hertofore ordered made Improve-
ment Project No. 76 -7 and has let a construction contract therefor pursuant to
Minnesota Statutes Chapter 429.
B. Said construction contract was awarded on a unit price basis for a total
contract price of $316,971.52.
C. It is necessary and expedient that said contract be modified so as to in-
clude additional units of work at the same unit price at a cost of $8,839.15 which
additional amount does not exceed 25% of the original contract price.
D. Said additional units of work have heretofore been ordered made pursuant to
subdivision 1 of M.S.A. Section 429.031.
E. A Change Order, attached hereto and incorporated herein by reference, has
been presented to the =Council for the purpose of effecting such modification.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MAPLEWOOD,
MINNESOTA, that the Mayor and City Clerk are hereby authorized and directed to
modify the existing contract with respect to Project No. 76 -7 by executing said
Change Order.
Seconded by Councilman Nelson. Ayes - all.
c. Councilman Fontaine introduced the following resolution and moved its adoption:
79 -3 -71
WHEREAS:
A. The City Council of the City of Maplewood has heretofore ordered made
Improvement Project No. 76 -7 and has let a construction contract therefor pursuant
to Minnesota Statutes Chapter 429.
B. Said construction contract was awarded on a unit price basis for a total
contract price of $316,971.52.
C. It is necessary and expedient that said contract be modified so as to in-
clude additional units of work at the same unit price at a cost of $49,373.83
which additional amount does not exceed 25% of the original contract price.
D. Said additional units of work have heretofore been ordered made pursuant to
subdivision 1 of M.S.A. Section 429.031.
- 24 - 3/1
E. A Supplemental Agreement, attached hereto and incorporated herein by re-
ference, has been presented to the Council for the purpose of effecting such mod-
ification.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MAPLEWOOD,
MINNESOTA, that the Mayor and City Clerk are hereby authorized and directed to
modify the existing contract with respect to Project No. 76 -7 by executing said
Supplemental Agreement.
Seconded by Councilman Nelson. Ayes - all.
d. Councilman Fontaine introduced the following resolution and moved its adoption:
79 -3 -72
WHEREAS, pursuant to a written contract signed with the City on the 25th day
of March, 1976, Orfei and Son, Inc, has satisfactorily completed Maplewood Project
76 -7, Mailand Road Improvements, in accordance with such contract;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA,
that the work completed under such contract is hereby accepted and approved; and
BE IT FURTHER RESOLVED, that the City Clerk and Mayor are hereby directed to
issue a proper order for the final payment on such contract taking the contractor's
receipt in full.
Seconded by Councilman Nelson. Ayes - all.
15. Duluth Street Storm Sewer
a. Manager Evans stated the Mayor has indicated he wishes the Council to address
storm water drainage problems on Duluth Street between Larpenteur Avenue and Ripley
Street. The problem is generally of a nuisance nature with standing water in re-
sidential backyards. However, property damage does occur during heavy rainfalls
events and severe spring thaws.
The Maplewood Drainage Plan addresses this particular area stating that the exist-
ing storm sewer is inadequate for the entire area. It does, however, propose a
drainage network to intercept the runoff from the upper part of the area. This will
relieve the existing pipes and bring them within design standards.
If the Council wishes to order a feasibility study to investigate improvements to
the area, the study should address the entire contributing areas as indicated.
b. Councilman Anderson introduced the following resolution and moved its adoption:
79 -3 -73
WHEREAS, the City Council has determined that it is necessary and expedient
that the area described as Duluth Street in the vicinity of Larpenteur Avenue and
Ripley Avenue be improved by construction of storm sewers and appurtenances;
- 25 - 3/1
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA,
that the improvement as hereinbefore described is hereby referred to the City
Engineer and he is instructed to report to the Council with all convenient speed
advising the Council in a preliminary way as to whether the proposed improvement
is feasible and should best be made as proposed and the estimated cost of the
improvement as recommended.
Seconded by Councilman Fontaine. Ayes - all.
K. COUNCIL PRESENTATIONS
1. Tax Increment Financing
a. Councilman Anderson spoke regarding the actions taken in legislature regard-
ing tax increment financing especially on home improvements. The proper officials
should be contacted and let them know that home improvements should not be taxed.
b. The League has submitted a bill that would eliminate being taxed on minor re-
pairs and alterations.
2. Planning Commission - Hearing Notices
a. Councilman Wiegert requested that when the Planning Commission holds a public
hearing on anything that would effect surrounding property owners, notices be
mailed to them. Use the same footages for notices as we do for rezoning.
b. Staff will comply.
3. Senior Citizen Building - Woodlyn Avenue
a. Councilman Fontaine stated he would like to set up a tour for the Council and
Planning Commission to go through the North Saint Paul Senior Citizen Facility -
Franklyn Park. He has received several calls from neighbors in the Woodlyn Avenue
area where a corporation is planning to construct a similar senior citizen facility
in Maplewood. He is very much in favor of this type of housing. He did not know
this matter was coming before the Planning Commission when he asked the Council and
staff to investigate this possibility.
b. Several residents of the Woodlyn Area asked questions regarding the proposal.
c. A resident of the area read a prepared statement expressing views regarding the
Weber proposal.
d. The Weber proposal will be coming before the Council April 5, 1979. Notices
will be sent to surrounding properties.
e. Councilman Fontaine will set a date for a tour of Franklyn Park and let the
Council know.
4. Councilman Fontaine - Letter
a. Manager Evans read a letter from Councilman Fontaine submitting his resignation
from the Council effective April 15, 1979.
5. Mayor of Roseau - Letter
- 26 - 3/1
a. Mayor Greavu read a letter from the Mayor of Roseau, Minnesota, requesting
Maplewood's help in reconciling difficulties with the Federal Flood Plain Program.
b. Staff to make copies of the letter and distribute.
L. ADMINISTRATIVE PRESENTATIONS
1. Meetings
a. Manager Evans stated the HRA is requesting to meet with the Council March 22,
1979.
b. Councilman Wiegert moved to set March 22 1979 for the meeting with the HRA.
Seconded by Councilman Anderson. Ayes - all.
M. ADJOURNMENT
11:58 P.M.
C/ity Clerk
- 27 - 3/1
OF MAPLE_ WOOD L L U U I�i p v
CHECK'S A M O U N T C L A I M A N T P U R P O S E
_011321.8
1 .�34Z.47
i
_TY OF MAPLEWOOD A C C 0 U N T S
,P A Y A B L E DATE 03 -01 -79 PAGE
CHECK* A M 0 U N, T C L A I M A N T P U R P O S E
1003237 500.00 POSTMASTER.
PREPAID EXPENSE.
003238 15.0 -G EAST COUNTY LINE FIRE DE TRAVEL + TRAINING
ir% U7.AgA _ A7 tlrf`FCCAp1I cV.DCttnrTfro� c cr►r�c r near nn„•,n�. -.-..
TY�OF MAPLEWOOD
CHECK* A M 0 U N• T
v
0:e -9297 43.7.7 ACE HARDWARE MAINTENANCE MATERIALS
AND - SUPPLIES, PROGRAM
02'' 38 1,074.20 ARNALS AUTO SERVICE REP. + MAINT., VEHICLE,
0:23299 P85. 3a ARNALS Q U-TQ 5 po + MAINT, ¢_ 1tFHT .. ��
rL_.._
AND -FUEL + OIL
3 f!2 1111 '-
A -NNN Ut MInTHO M(INTf BOOKS
+ PERIODICALS
OZ-9301
A C
C
0
U
N
T
S P A Y A B L E
DATE
03 -01 -79 PAGE
C
L
A
I
M
A
N T
P U
R P 0 S E
v
0:e -9297 43.7.7 ACE HARDWARE MAINTENANCE MATERIALS
AND - SUPPLIES, PROGRAM
02'' 38 1,074.20 ARNALS AUTO SERVICE REP. + MAINT., VEHICLE,
0:23299 P85. 3a ARNALS Q U-TQ 5 po + MAINT, ¢_ 1tFHT .. ��
rL_.._
AND -FUEL + OIL
'11�� y•bf LIN IES, PROGRAM
3 f!2 1111 '-
A -NNN Ut MInTHO M(INTf BOOKS
+ PERIODICALS
OZ-9301
282.00..
JAMES BART :
FEES, SERVICE
HEATING INSPECTIONS
0.29302
8.32
LAURIE B= RGSTEDT
TRAVEL + TRAINING
D2Q3�
R,50
BIRD + CRONIN INC
SUPPLIES, VEHICLE
029304,
823.81
BOARD OF WATER CO MM
-_
OTHER CONSTRUCTION COSTS-
029305
19405.02
BOARD OF WATER COMM-
V1 ER-SERVICE-CONNEcTjZlaq_ .-
OUTSIDE ENGINEERING FEES
.0:223 Q6
5.50
BR9�t1,_PHpTO
SUPPLIES, PROGRAM
a �0T
9i.00
CAPITOL ELECTRONICS ING
REP. + MAINT., RADIO'`
U'2-t 8
24.95
CENTRAL RADIATOR
REP. + MAINT., VEHICLES
x.3:29109
aZ3_ -_1,6
COPY EkUIPM! NT INC
FEES,_ SERVICES_.
BLUEPRINT MACHINE MOVUNG.
"233iQ
353045
CROSSROADS FORD
SUPPLIES s VEHICLE
iZ:93ii
189.70
DALCO CORP
SUPPLIES, JANITORIAL
02-'9-- 312
_J -9-0-J-0—
PAT DALEY
FEES, SERVICE
PLBG. & SEVIER INSPECTIONS
LIZ-9313
1,867.45
OAWSON a PATTERSON
PUBLISHING
!3:2-9314
63.91
DISPATCH PIONEER PRESS
PUBLISHING
'11�� y•bf LIN IES, PROGRAM
T29321 61 0 51 GENERAL ELECTRIC SUPPLY SUPPLIES, OFFICE
0:29322 177.40 GEN INDUST SUPPLY CO MAINTENANCE MATERIALS
11.0il GENERAL OFFICE PRODUCTS:- ' EQUIPMENT OFFI
0:29324-
5.68
GENUINE PARTS CO
MAINTENANCE MATERIALS-
029325
108.00
..
GILLETTE CHILDRENS HOST
FEES, SERVICES -
SLIDE PRC�ESSINGG
4129326
502.54
GLADSTONE LUMBER MART
MAINTENANCE MATERIA'.
327
142.00
R L GOULD t CO INC
SUPPLIES, PROGRAM -
_0:29 A 2 A
?ig. 64 W W GRAINGER INC
EQUIPMENT, OTHER _
W29329 65.00 NORMAN L GREEN UNIFORMS + CLOTHING
329330 530.10 GROSS INDUSTRIAL SUPPLIES, JANITORIAL.:
ND
-UNIFORMS + CLOTHING,
:9331 13.92 HALE COMPANY ING MAINTENANCE MATERIALS
M29333
,0;29334
24Z,�33 ^ti0�1AF.D�1E£D.LkS��k1MIN _OUTSIDE ENGINEERING FEES
1.70 H0WIES LOCK + KEY SERVIC :SUPPLIES, VEHICLE
151.61 INSTITUTIONAL SALES INC EQUIPMENT, OTHER
UY OF MAPLEWOOD
CHECK* A M O U N T
A C C 0 U N T S P A Y A B L. E
C L A I M A N T
BXRE MS- Zt -79 PAGE
hbW RP0SE
b, .- 37 1,692.59. KIRKHAM 1'19ICHAEL .OUTSTIIE ENGINEERING FEES
- -02 3 --50180 KOKE S N U F_f Ems., -.f?&Q G.RA M
029339 10050 L Z COMPANY INC SUP)RUE,S,, EQUIPMENT
0`29340
70.00
LAKE SANITATION
FEES. SE.R.117.GE .. .
REP. } MAINT., RADIO
. ASK
0 29341
32.50
RICHARD J LANG
SU.PfPLI:ES„ PROGRAM
-- 0:29342_
z 4_loo LEAGllF OF MIN N�CSIIES
�t2Q�Sr�_ E?ERSQD- MALE__ —_:
,.0938
3.74
0:29343_..
2,025.00
LEAGUE OF MINN CITIES
SttHSCRIPTTONS+�MEMBERSff}
029344
286.52
MACQUEEN EQUIPMENT INC
SUPPLIES, EQUIPMENT
0:29346 ..: 2.72 ALANA K MATHEYS TRAVEL TRAINING.
029347 761.35 MERIT CHEVROLET GO REP. + MAINT., VEHICLE:: -
AND- SUPPLIES, VEHICLE
554.80 METRO INSPECTION SERVICE FEES, SERVICE
ELECTRICAL INSPECTIONS
_02 49 P54. METRO WA TE_COy- 80k..CGMht_ _ - :- A!R SEWER BILL-INGS
0:.29350 559569.04 METRO WASTE CONTROL COMM
RENTAL, SEWER
029351 95,61. MINNESOTA BEARING CO - -- - -- - --
- SUPPLIES, EQUIPMENT-
VEHICLE
_J�935 i0�06 MINNESOTA TORO SUPPLIES4 VEHICLE
0229353 11932.03 MINNESOTA UC FUND
UNEMPLOYMENT COMP,
0.29354 55935„ MINUTEMAN PRINTING FEES, SERVIC.
PA�IMPHLET PRINTING
4_,567.50 WINF'I LD A MTTCHELL LFGGL + FT- IAL
029356
582.25
MOTOROLA
INC
REP. } MAINT., RADIO
0:29357
90 .0 0 .
MOTOROLA
INC
SUPPLIES, EQUIPMENT.:
,.0938
3.74
CLIFFORD
MOTTAZ
" o- TRAINING
TRAVEL
.y OF 11kPLEbI00D A C C 0 U N T S P A Y A B L E DATE 03 -01 -79 PAGES
CNIecKo A M 0 U N.. T
C L A I M A N T
P U R P O S E
1,586000 MUNICIPAL SERVICE FEE'S, SERVICE
ANIMAL CONTROL
_.G_ Y —OE_N R li ST AUL Rc LT- 41 -t -ECL _p SENT
p, 8361 235,76 NORTHWESTERN BELL TEL CO TELEPHONE
0.2362 78.25 NORTHWESTERN BELL TEL. CO TELEPHONE
NnRZHw=STERN PELi_llE.L_G. 0 TEL;rPH.0
029372 11020055 J L SHIELY CO MAINTENANCE MATERIA
0ZC)373
270.25
CITY OF ST PAUL
_. REP. + MAiNT. e = OUIPht
AND - PC EP. MAINT., RAO
129374
750.00
ST PAUL RAMSEY HOSPITAL
FEES, SERVICES -
PARAMEDIC PROGRAM DIRECTC -:
EP. +.±1 Al N T. , VET = = -...
029376
106.39
SUPERAMERICA
;. FUEL &...OIL
029377
29972.33
SUPERAMERICA
FUEL & OIL
•
- DATA PROCESSI NG ::... .
029379 44.0$ MARK TRIPLETT FEES SERVICES
1� T S FR
.TY OF MAPL'EWOOD
, CHECK* A M 0 U N. T
A C C; Q U N. T S P A Y A, 8 L E
C L A I M A N; T
DAVE 03 -01-79 PAGE
P U R P 0 S E
7
0'29386 168.35
UNIVERSITY OF MINNESOTA
HOOKS # PERIODICALS
0'29387 `242.85 1taLS BODY SHOP .:;: REP. ¢ MAINT., VEHICLE'
,a _ WrurMr_ rrvnuZtPrat Mr N T SUPPLIES. EQUIPME_NJ_.___-
SUPPLIES, VEHICLE-
f °`
w.
c
__..
L- 380
374.31x.
TRUCK UTILITIES M. G CO
.SUPPLIES, EQUIPMENT
-
AND -REP. + MAINT., VEH
021 31
41925
TWIN CITY FILTER SER-V IN
FEES, SERVICE
AND- MAINTENANCIE MATERI,:'
TER._CLEAN ING -.
0.29382
28.00::
TWIN CITY GARAGE, UGOR. CO
REP.. '+ MAINT., 3LDG +GK
_02-9 3 A3
K Z N. S: Z 7 Y r E.S TSN.Gi_. '
O T HER—C-0 NS I R U
CYLINDER TESTING
029384
216.35
UNIFORMS UNLIMITZ91.
SUPPLIES, VEHICLE
AND — UNIFORMS ¢ CLOTHIN7
0.29385 #
7 21.24
U:• S GAMES
BUFF PROGRAM
0'29386 168.35
UNIVERSITY OF MINNESOTA
HOOKS # PERIODICALS
0'29387 `242.85 1taLS BODY SHOP .:;: REP. ¢ MAINT., VEHICLE'
,a _ WrurMr_ rrvnuZtPrat Mr N T SUPPLIES. EQUIPME_NJ_.___-
SUPPLIES, VEHICLE-
f °`
w.
c
-Y OF MAPLEWOOD
CHECK* A M 0 U N- T
A C C O U N T S
C L A I M A N T
P A Y A B L E DATE 03-01-79 -- -PAGE
P U R P O S E
8
029398
177.37 LAWRENCE BALSIMO
SALARIES
+ WAGES, TEMP.
029399
136.00 ANTHONY BARILLA JR
SALARIES
+.WAGES, TEMP:
_0_4.0-0
2.9
- 011.- - ---D -A Yi1)— -EALX �
5
SAL A R I E S
+ W A G E S-2-�-m
029401 40.00 HENRY BECK II SALARIES + WAGES, TEMP
029402
7.50 EARL
BERGLUNfl
SALARIES + WAGES,
M n
__02240
•5 0 L1aF RY
R O T H W E L�
SALARIES ¢ W_A G E S.
T
029404 19.50 CRAIG BRENNER SALARIES + WAGES, TEMP
0029411
15.00 JANELLE CHRISTIANSON
SALARIES
+
WAGES,
,P=
V'9405
j
2�Z,25
V_FFN OEN�_�,P.�
A A IES
+
WAGES, 7c►P
,.>
_0 290 fz.
49X10...- _SREGORY Q_LK�SKl
SALARIES
+
WAGES., —
M29407
71.00 RICHARD CZAPLEWSKI
SALARIES
+
WAGES:
7- P=
0;29408 _ ::.
_
22.50 DOUGLAS OEHLER :.
SALARIES
¢
WAGES,
TEMP.
_ 9_409
JO- S.EP'_ J-aF -H L ER
DOUGLAS FLETCHER
SALARIES
WAQ
�1P..
0129410
65.00 TIMOTHY E DEHMER
SALARIES
+
WAGES,
TEMP,
0029411
45.00
THOMAS DEHMER
SALARIES
+
WAGES, TEMP,,
so
_.0'29_4?
2�Z,25
V_FFN OEN�_�,P.�
A A IES
+
WAGES, 7c►P
0,29413
100000
LINDA DIXON
SALARIES
+
WAGES, TEMP,.
0-2941ty
':.13.00
JOSEPH W DONOVAN
SALARIES
+.
WAGES, 7 i1P__+,
0,2.94 .1.5
SQ4_•_.��L C�N_RZNNGbtR
SALARY ES
+
WAGE59 7EMf__•..
0;29416
12.00
DOUGLAS FLETCHER
SALARIES
+
WAGES, TEMP,;
TY�OF MAPLEWOOD A C C O U N T S P A Y A B L E DATE 03 -01 -79 PAGE 9
CHECK* A M 0 U N' T
C L A I M A N T P U R P O S E
6-. A17 15.00 JOHN GROETSCH SALARIES + WAGES, TEMP.,
-O2. i8_ SALARLES + WAG_ES
0 12I'y-+19 15.00 BRADLEY JELEN SALARIES + WAGES, TEMP.
029420 13.00 TODD JOHNSON SALARIES + WAGES' TEMP.
. -.0.2- -S-4 21 M T.CRA_ LJ_U NKE R S A L A RT FS +
0::29422
45 o00 MICHAEL KUEHN SALARIES + WAGES, TEMP.
02942.3 32.00 KRISTINE KULZER SALARIES_ WAGES, TEMPS
-- .029.424 1 n8.Si0 - AlriRr Nr.F LAMB R7 SALARIES o- FaAGESs T M°
0-29425 15.00 KETTH LANOUX SALARIES + WAGES, TEMP..:
0.:29426
40.00. MILORD LEONARD
::SALARIES
+ WAGES, .
TEMP:
_029_4ZL�
i9__Op ROCER7 MAHRE
SALARIES
+ WAGES,
TEMP _.
0:29428 2900 WILLIAM MAHRE SALARIES + WAGES, TEMP.
X1429
7.50
ROBERT
MINCHER
SALARIES
+ WAGES,
TEMP
._QQ 30
24.00
MAF,Gr ET
M Q NE TTE
SALARIES
+ WAGES,
TEMP__.
0:29431
195.25
WILLIAM
MONETTE
SALARIES
+ WAGES,
TEMP.
0;29432
;;15.00,
KATHLEEN MO SSO,JG :
>: ;:SALARIES +
WAGES, TEMP,
0 43.3- L
15,10 -0
��OPHEQOEN
SALARIES
WAGES, TEMP,,
029434 15.00 MARKEL S OOEN SALARIES + WAGES, TEMP. I
029435 30.00 MICHAEL L-ODEN SALARIES + W , TEMP
n,9cl43h �_sn r UrlF NH PASTUK SALARI ES WAG S, TcMP
0;29437 22.50 WILLIAM PAYNE
SALARIES + WAGES, TEMP
0 29438
73.10 CHARLES 'PLANTS :
SALARIES +
_WAGES,
TEMPO
-0f,29-4-3_
22 .. 0 A.t,QE -a.T HK
SALARIES +
WAGES,
TEMPy.
029440 15.00 JEANN = M RUDOLPH SALARIES + WAGES, TEMP.
r v v
iir%rr_cr►vvu
N v
to
v
v
iv,
t
5 t' A Y A U L L
UATE
0301"79 PAGE Ifil
CHECK*
A M O U N T
C
L
A
I
M
A
N T
P U
R P 0 S E'
0,»4441 7050 PHILIP J .RUNNING SALARIES + WAGES, TEMP.
X294.42__ 1 014 11 n PAMEt n S E UIT sALARLE-S— N.AGES.4._Z - ,__.
029443
49.50 MARIE SASS
SALARIES + WAGES,
T�
P,
0:29444
12.00 GARY W SCHNAITH
SALARIES + WAGES9
TEMPO
;_0.294.45
F.50. TIMOTHY �ANO�RG
SALARIES WA LE 9
7E M .Pk:._.
CE-29446
75.00 THOMAS SANDBERG
SALARIES + WAGES,
TEMP.
1029447 106.25 ROBERT SCHWINTEK SALARIES + WAGES9 TEMP.
RI
SA W
-LA t= S + A G E 5,
.
029449 72.10 0 PHILLIP E SPENCER SALARIES + WAGES, TEMP,
529450
119.00
HOWARD SPIESS
SALARIES
+
WAGES,
TEMP.
:529451
13,00
MIrHAEL S TE FEENS0N
SALARI ES + G , T_ EMP_�._.
{(129452
6.50
BRUCE STRANDSKOV
SALARIES
+
WAGES,
TEMP
453
k0.00
JULIE SU'LIVAN
SALARIES
+
WAGES,
TEMP
.0,29454LI
0 VICTORIA SWAN
SA! -.Q-RJ-E!�
+
wAGrs_9 TE �
529455
85.25
STEVEN VIETOR
SALARIES
+
WAGES,
T '.
IZ9456
67.50.
PATRICK W_YRAUCH
SALARIES
+.WAGES,
TEMP,
113 . an J ONN---W- l.LKjdS
S A La RI E..S
¢
WAGES
029458
15.00
JOHN D YORKOVICH
SALARIES
+
WAGES,
TEMP.
TY OF MAPLEWOOD A C C 0 U N T S P A Y A B L E OAT E, 03 -01 -79 PAGE 1
CHECK'S A M 0 U N... T
C L A I M A N T
P U R P O S E
CANCEL GALS GETAINAY
029471 52.50 Kl}SUi�I SAXENA, M D FEES, SERVICE
EMT INS "TRUCIOR_....._ . ...:
029472 11.96 SCHRO EDER MILK CO REFUND -
OVERPAYMENT OF SEWER CHA',
<177 96,455.88 CHECKS WRITTEN
INDICATES
ITEM
PAID
FOR
BY
RECREATION
FEES
CITY OF MAPLEWOOD
CHECK REGISTER - PAYROLL DATED 02 -16 -79
CHECK N0.
CLAIMANT
GROSS
DATE 02 -16 -79
NET
19858
NORMAN
G ANDERSON
225.00
201.08
19859
ROGER F
FONTAINE
2.2.5.00
2.21.16
19860
JOHN C
GREAVU
300.00
230.20
19861
EARL L
NELSON
225.00
208.95
19862
DONALD
J WIEGERT
225.00
201.08
19863
MARGARET
A EGAN
195.10000
1,341.48
19864
VIVIAN
R LEWIS
540.31
367.61
19865
LAURIE
L BERGSTED.T
403.85
276.23
19866
DANIEL
F FAUST
11057.65
719.86
19867
ARLINE
J HAGEN
658.62
.289.33
19868
ALANA K"
MATHEYS
403.85
282.33
19669
LUCILLE.E
AURELIUS
987.69
571,45
19870
PHYLLIS
C GREEN
512.31
346.61
19871
BETTY D
SELVOG
487.85
314.12
19872
LORRAINE
S VIETOR
356.77
227.91
19873
JEANNE
L SCHAOT
204.75
179.44
19874
SANDRA
K HIRSCH
682.88
433.68
19875
ALFRED
J PELOQUIN
547.80
236.57
19876
JAMES G
KLEIN
131.63
129.74
19877
TERRANCE
C RILEY
148.13
136.35
19878
DAVID L
ARNOLD
832.39
30.70
19879
JOHN H
ATCHISON
736.62
442.00
19880
ANTHONY
G CAHANES
817.39
477,58
19881
DALE K
CLAUSON
736.62
450.21
19882
KENNETH
V COLLINS
845.77
171.60
19883
DENNIS
J DELMONT
924.08
36.41
19884
RICHARD
C DREGER
863.12
518.25
19885
RAYMOND
E FERIVCW
748.19
273.60
19886
NORMAN
L GREEN
856.15
405.64
19887
THOMAS
L HAGEN
999.23
155.92
19888
KEVIN R
HALWEG
736.62
413.71
19889
MICHAEL
J HERBERT
743.08
476.46
19890
DONALD
V KORTUS
276.30
211.28
19891
RICHARD
J LANG
767.31
468.24
19892
JOHN J
MC NULTY
856.15
469,01
19893
JAMES E
MEEHAN JR
717.93
459.86
19894
DANIEL
B METTLER
670.62
452.95
19895
RICHARD
M MOESCHTER
748.19
497.30
19896
RAYMOND
J MORELLI
722.59
506.53
19897
CAROL M
NELSON
533.08
382.37
19898
ROBERT
D NELSON
736.62
496.37
19899
WILLIAM
F PELTIER
818.30
453.90
19900
MICHAEL
P RYAN
722.59
358.18
19901
RICHARD
W SCHALLER
1,127.62
713.77
19902
DONALD
W SKALP,IAN
722.59
369.13
19903
GREGORY
L STAFNE
722.59
459.80
19904
VERNON
T STILL
670.62
437.94
19905
DARRELL
T STOCKTON
670.62
459.57
19906
TIMOTHY
J TRUHLER
744.0.0
373.37
19907
BRUCE W
WEBER
533.08
356.93
19908
DUA14E J
WILLIAMS
750.65
396.85
19909
JOSEPH
A ZAPPA
856.15
563.15
19910
DEBORAH
A BASTYR
335.54
184.76
19911
JAYNE L
FLAUGHER
471,69
316.65
19912
THOMAS
S MCCLARY
366.36
280913
19913
JOY E OMATH
365.54
250.98
19914
JOANNE
M SVENDSEN
474.54
318.23
19915
RONALD
D BECKER
805.16
207.21
19916
DENNIS
S CUSICK
19306.88
809,51
19917.
DAVID M
GRAF
787.44
412.15
19918
CYNFHIA
J JOHNSON
335.54
243,96
19919
ROGER W
LEE
19328.07
701083
19920
JON A MELANDER
786.46
57.60
19921.
DALE E
RAZSKAZ_OFF
775.85
99.00
19922
ROBERT
E VORWFRK
805.85
114.04
19923
JAMES G
YOUNGREN
784.85
527.49
19924
JAMES M
EMBERTSON
576.15
391.20
19925
ALFRCII
C SCHADT
799.:38
504.61
19926
CLIFFORD
J MOTTAI.
205.38
163.49
19927
MARCELLA
M MOTTAZ
512.31
351.79
19928
FRA14K J
SAILER
270.92
208.71
m,
CITY OF MAPLEWOOD
CHECK REGISTER - PAYROLL CATED 02-- 16--79
DATE 02-16-79
CHECK NO. CLAIMANT
GROSS
NET
19929
WILLIAM L BITFNER
997.23
656.73
19930
WILLIAM C CASS
858.00
435.27
19931
JAMES G E1.IAS
693.23
416.45
19932
LEOfA D OSWALD
487.85
312.43
19933
DENN'[S L PECK
693.23
381.72
19934
IGOR V FEJDA
541.38
372.66
19935
WALTER M GEISSLER
662.77
442.57
19936
JAMES T GESSELE
541.38
374.00
19937
KENNETH G HAIDER
840.46
51202.4
19938
RONALD L FR,EBERG
547.79
367.07
19939
RONALD J HELEY
599.:36
385.57
19940
RAYMOND J KAEDER
657.58
418.29
19941
MICHAEL R KANE
628.39
291.99
19942
GERALD W MEYER
634.12
292.82
19943
ARNOLD H PFARR
641.62
420.04
19944
JOSI_PH B PRETTNER
866.88
588.04
19945
EDWARD A REINERT
651.31
428.92
19946
GEORGE J RICHARD
651.31
403.28
19947
HARRY J TEVLIN JR
687.23
498.42
19948
GILBERT C LAROCHE
414.46
288.43
19949
M PAULINE ADAMS
596.31
385.40
19950
RUDOLPH R BARANKO
783.23
478.38
19951
ERIC J BLANK
995.35
569.90
19952
ERIC J BLANK
250.00
223.46
19953
LOIS J BRENNER
507.72
134.47
19954
BARBARA A KRUMMEL
209.44
130.38
19955
ROY G WARD
230.77
183.2.4
19956
MYLES R BURKE
611020
349.50
19957.
DAVID A GERMAIN
691.42
440.85
19958
MELVIN J GUSINCA
972.72
551.08
19959
ROLAND B HELEY
611.20
406.13
19960
HENRY F KLAUSING
679.96
392.64
19961
REED E SANTA
611.20
411.61
19962
THOMAS J BAKER
290.63
244.28
19963
JOHN G GRASKE
40.50
40.50
19964
ROBERT L STEVENSON JR
370.31
319.58
19965
KIMBERLY A K UCKLER
88.00
88.00
19966
JAMES B CAMPBELL
19.50
19.50
19967
MARK CHOUANARD
98.75
96.72
19968
MICHAEL P MULLEN
15.00
15.00
1.9969
JAMES QUICKSTAD
83.75
83.27
19970
SCOTT F SHARRATT
6.50
6.50
19971
MARK K SHEPARD
76.85
71.82
19972
DAVID J WALDEN
9.80
9.66
19973
MEGAN E GANGS
415.20
291.20
19974
JAMBS R MCKEE
355.20
276.43
19975
CHRISTINE SOUTTER
355.20
266.91
19976
JUDY M CHLEBECK
487.85
251.23
19977
ANDREW J nATKO
365.56
261.07
19978
THOMAS G EKSTRAND
546.88
354.02
19979
GEOFFREY W OLSON
838.50
573.12
19980
MARY L WILL
212.16
163.74
19981
MARJORIE OSTROM
774.46
507.34
19982
RICHARD J BARTHOLOME14
686.59
369.83
19983
DEN',\iIS M MULVANEY
663.25
412.18
19984
EDWARD A NADEAU
662.24
450.85
19985
LAVERNE S NUTESON
957.60
408047
19986
GERALD C OWEN
680.75
405.67
1.9987
WILLIAM S THCNE
680.75
479.69
19988
JOHN E MACDONALD
658.82
446.47
19989
GARY D SPENCER
68.1.73
462.93
CHECK
NUMBER 19858THRU 19989
78003.29
46,117.06
PAYROLL
DATED 02 -16 -79