HomeMy WebLinkAboutWK - June 27, 20171685 CROSSTOWN
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BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
City Council Workshop
Tuesday, June 27, 2017
Council Chambers
1. Call to Order— 6:00 p.m.
2. 2040 Comprehensive Plan Updates - Planning/Engineering
(Planning & Zoning Commission will be attending)
a. Transportation Plan Update
b. Wastewater and Sewer Plan Update
c. Water Resources Management Plan Update
d. Water Supply Plan Update
e. Parks and Open Space Plan Update
3. Discuss 2040 Comprehensive Plan Update - Planning
(Planning & Zoning Commission will be attending)
4. Discuss/Review Stop Sign Petition Undercliff Street NW — Engineering
5. Discuss Emergency Operations — Fire
6. Discuss Lot Split Issues- Planning
7. 2018-2022 CIP Discussions -Administration
8. 2017 Budget Progress Reports -Administration
9. 2017 City Investments Review - Administration
10. Other Business
11. Adjournment
I
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO:
FROM:
SUBJECT:
DATE:
Mayor and Council Members
Jim Dickinson; City Administrator
2040 Comprehensive Plan Updates
June 27, 2017
ACTION REQUESTED
01
Receive a presentation from Staff on progress being made on the various components of the
2040 Comprehensive Plan Update and provide input on the direction of the plan updates.
The Planning & Zoning Commission will be present to receive the progress updates as well.
DISCUSSION
Updates will be provided to the City Council and Planning & Zoning Commission on the
following components of the 2040 Comprehensive Plan:
a. Transportation Plan Update
b. Wastewater and Sewer Plan Update
c. Water Resources Management Plan Update
d. Water Supply Plan Update
e. Parks and Open Space Plan Update
ANL6
Y6 W
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.CI.ANDOVERMN.GOV
TO: Mayor and Councilmembers
Planning and Zoning Commissioners
v'
CC: Jim Dickinson, City Administrator
FROM: Joe Janish, Community Development Di Aor
SUBJECT: Discussion: Comprehensive Plan Update
DATE: June 27, 2017
BACKGROUND
City staff will be present to provide an overview of where different sections of the
Comprehensive Plan are at this time in the development process. In addition to the summary of
different sections of the Comprehensive Plan Update staff will be seeking direction from the City
Council at our meeting regarding:
• Which areas may be removed from the MUSA based on service availability/feasibility
(including within the Rural Reserve)?
o Some areas may be able to be removed from the MUSA for geographical reasons,
which could possibly "free" up sewer capacity for other areas.
• Should the City consider smaller lots in rural areas (1 acre vs. 2.5 acres)?
o Council has recently allowed for 1 acre lots in portions of the community as a
Planned Unit Development (PUD).
• If 1 acre lots are considered should existing rural areas be allowed to split down to 1
acre?
o If City Council is interested in allowing for 1 acre lots vs. 2.5 acres lots - would
the existing 2.5 acre lots be allowed to split into 1 acre lots?
• Limitation to service outside MUSA (based on sewer availability, cost, water pressure)
• Should staff consider an increase in the number of units within the area the 2005
Comprehensive Plan identified as Rural Reserve to make up for the recently expanded
floodplain area?
o Scenario: Assume the Rural Reserve was expected to develop at 3 units per acre.
Assume half the land is considered floodplain, should staff consider that the
remaining half could have a higher density than 3 units per acre to offset the lost
acreage? Is there a maximum density the Council would want to see in the Rural
Reserve area?
ACTION REQUIRED
Provide direction on above noted items.
Respec4fully,8"bu mined,
Joe nish
Community Development Director
Y O%F
OVE.
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVER.MN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administrat
FROM: David D. Berkowitz, Director of Public orks/City Engineer
SUBJECT: Discuss/Review Stop Sign Petition - Engineering
DATE: June 27, 2017
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INTRODUCTION
The City Council is requested to discuss the petition that was received to reinstall multi -way stops along
Underclift Street NW at 138' Lane NW and 140th Avenue NW.
DISCUSSION
The City has evaluated multi -way stops throughout the City the past 6 years to determine if the locations
meet the placement through the Minnesota Manuel of Uniform Traffic Control Devices (MN MUTCD).
Through this process removal of multi -way stops have been reviewed and approved by the Public Works
Committee and the City Council.
A petition (attached) has been received from residents in the area to reinstall the multi -way stops along
Underclift Street NW at 138th Lane NW and 140th Avenue NW.
Residents within the proximity of each multi -way stop along Underclift Street NW were notified by letter
of the removal on in June 2016. The removal locations were reviewed by the City Council on a Bus Tour
Workshop on July 26, 2016. City Council formally approved removal on November 15, 2016. Removal
was completed by November 21, 2016.
ACTION REQUIRED
Staff is requesting direction on how to proceed with the petition request to reinstall stop signs along
Undercift Street NW.
Respectfully
submitted,
David D. Berkowitz
Attach: Petition, MN MUTCD (Multi -Way Stop Applications), Intersection Safety: Myth Versus Reality
Si -
We, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 1381h Lane NW and Underclift Street NW (a four-way stop), and
1401 Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Underclift Street NW, because there are no
stop signs on this stretch of Undercliff Street NW. Because of the lack of stop signs, there have
been apcidents at the two intersections of 138th Lane NW and 140th Avenue NW and Underclift
Street NW that have not experienced accidents before, one of them including a fatality.
1 demand that the City of Andover re -install stop signs on Underclift Street NW at the
Intersections of 138th Lane NW and 1401 Avenue NW.
Name
Address
Phone #
Signature
Mary Froberg
3788 139th Lane NW
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We, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 138th Lane NW and Underclift Street NW (a four-way stop), and
140th Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Underclift Street NW, because there are no
stop signs on this stretch of Underclift Street NW. Because of the lack of stop signs, there have
been accidents at the two intersections of 138th Lane NW and 140th Avenue NW and Underclift
Street NW that have not experienced accidents before, one of them including a fatality.
I demand that the City of Andover re -install stop signs on Underclift Street NW at the
Intersections of 138th Lane NW and 1401 Avenue NW.
Name
Address
Phone #
Signature
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We, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 138th Lane NW and Underclift Street NW (a four-way stop), and
1401' Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Underclift Street NW, because there are no
stop signs on this stretch of Underclift Street NW. Because of the lack of stop signs, there have
been accidents at the two intersections of 138th Lane NW and 1401 Avenue NW and Underclift
Street NW that have not experienced accidents before, one of them including a fatality.
I demand that the City of Andover re -install stop signs on Underclift Street NW at the
Intersections of 138th Lane NW and 140th Avenue NW.
Name
Address
Phone #
Signature
o I r
13 17 J. I it 5� iw
7Ly58 3555
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We, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 1381 Lane NW and Undercliff Street NW (a four-way stop), and
1401 Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Underclift Street NW, because there are no
stop signs on this stretch of Underclift Street NW. Because of the lack of stop signs, there have
been accidents at the two intersections of 138th Lane NW and 140th Avenue NW and Underclift
Street NW that have not experienced accidents before, one of them including a fatality.
1 demand that the City of Andover re -install stop signs on Underclift Street NW at the
Intersections of 138th Lane NW and 140th Avenue NW.
Name
Address
Phone #
ure
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We,, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 138' Lane NW and Underclift Street NW (a four-way stop), and
140'" Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Underclift Street NW, because there are no
stop signs on this stretch of Underclift Street NW. Because of the lack of stop signs, there have
been accidents at the two intersections of 138"' Lane NW and 140' Avenue NW and Underclift
Street NW that have not experienced accidents before, one of them including a fatality.
I demand that the City,of Andover re -install stop signs on Underclift Street NW at the
Intersections of 138th Lane NW and 140th Avenue NW.
Name
Address
Phone #
Signature
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We, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 138th Lane NW and Underclift Street NW (a four-way stop), and
140th Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Underclift Street NW, because there are no
stop signs on this stretch of Underclift Street NW. Because of the lack of stop signs, there have
been accidents at the two intersections of 138th Lane NW and 140th Avenue NW and Underclift
Street NW that have not experienced accidents before, one of them including a fatality.
I demand that the City of Andover re -install stop signs on Underclift Street NW at the
Intersections of 1381 Lane NW and 140th Avenue NW.
Signature
,
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We, the neighbors of the Wild Iris neighborhood, petition the City of Andover to re -install stop
signs at the intersections of 138th Lane NW and Underclift Street NW (a four-way stop), and
140th Avenue NW and Underclift Street NW (a three-way stop) that were removed at the end of
2016.
There are bus stops at each of these intersections, and there has been a major increase in the
number of people who drive over the speed limit on Undercliff Street NW, because there are no
stop signs on this stretch of Undercliff Street NW. Because of the lack of stop signs, there have
been accidents at the two intersections of 138th Lane NW and 1.40th Avenue NW and Undercliff
Street NW that have not experienced accidents before, one of them including a fatality.
I demand that the City of Andover re -install stop signs on Underclift Street NW at the
Intersections of 138th Lane NW and 140th Avenue NW.
Name
Address
Phone #
Sionature
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User.ID: ksaba, Date/Time:-5/9/2017 7:53 AM, Document Name: Microsoft Word - Document5
STOP SIGN PETITION
We, the undersigned residents of the block of do
herebyetitionvvl�t�he City of Andover to re -install STOP SIGNS at the intersection of
wn� 1 Ci(kAND
the speed of traffic to protect our children.
bound traffic. We want to slow
Address Email Agree Disagree
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OPTION:
An EXCEPT RIGHT TURN (RI -10P) plaque may be
mounted below the STOP sign if an engineering study
determines that a special combination of geometry and
traffic volumes is present that makes it possible for right -
turning traffic on the approach to be permitted to enter the
intersection without stopping.
soPPoax:
The design and application of Stop Beacons are described
in Section 4L.5.
213.6 STOP Sign Applications
At intersections where a full stop is not necessary at all
times, consideration should first be given to using less
restrictive measures such as YIELD signs (see Sections 213.8
and 2B.9).
The use of STOP signs on the minor -street approaches
should be considered if engineering judgment indicates that
a stop is always required because of one or more of the
following conditions:
A. The vehicular traffic volumes on the through street or
highway exceed 6,000 vehicles per day;
B. A restricted view exists that requires road users to stop
in order to adequately observe conflicting traffic on
the through street or highway; and/or
C. Crash records indicate that three or more crashes that
are susceptible to correction by the installation of a
STOP sign have been reported within a 12 -month
period, or that five or more such crashes have been
reported within a 2 -year period. Such crashes include
right-angle collisions involving road users on the
minor -street approach failing to yield the right-of-way
to traffic on the through street or highway.
sorPogl:
In many low volume situations with no unusual history of
intersection crashes, no control at the intersections is a cost
effective strategy. Research suggests that at most
locations, increasing the level of intersection control will not
improve safety (see FHWA-RD-81-084 Stop, Yield and No
Control at Intersections).
The use of STOP signs at grade crossings is described in
Sections 813.4 and 8B.5.
2B.7 Multi -Way Stop Applications
SOPPORT:
Multi -way stop control can be useful as a safety measure
at intersections if certain traffic conditions exist. Safety
concerns associated with multi -way stops include
pedestrians, bicyclists, and all road users expecting other
road users to stop. Multi -way stop control is used where the
volume of traffic on the intersecting roads is approximately
equal.
The restrictions on the use of STOP signs described in
Section 213.4 also apply to multi -way stop applications.
GOIDANCE:
The decision to install multi -way stop control should be
based on an engineering study.
The following criteria should be considered in the
engineering study for a multi -way STOP sign installation:
A.Where traffic control signals are justified, the multi -
way stop is an interim measure that can be installed
quickly to control traffic while arrangements are being
made for the installation of the traffic control signal.
B. Five or more reported crashes in a 12 -month period
that are susceptible to correction by a multi -way stop
installation. Such crashes include right -tum and left -
tum collisions as well as right-angle collisions.
C. Minimum volumes:
1. The vehicular volume entering the intersection
from the major street approaches (total of both
approaches) averages at least 300 vehicles per hour
for any 8 hours of an average day; and
2. The combined vehicular, pedestrian, and bicycle
volume entering the intersection from the minor
street approaches (total of both approaches)
averages at least 200 units per hour for the same 8
hours, with an average delay to minor -street
vehicular traffic of at least 30 seconds per vehicle
during the highest hour; but
3. If the 85th -percentile approach speed of the major -
street traffic exceeds 40 mph, the minimum
vehicular volume warrants are 70 percent of the
values provided in Items 1 and 2.
D.Where no single criterion is satisfied, but where
Criteria B, C.1, and C.2 are all satisfied to 80 percent
of the minimum values. Criterion C.3 is excluded
from this condition.
2B-9 December, 2011
OPTION:
Other criteria that may be considered in an engineering
study include:
A. The need to control left -tum conflicts;
B. The need to control vehicle/pedestrian conflicts near
locations that generate high pedestrian volumes;
C. Locations where a road user, after stopping, cannot
see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also
required to stop; and
D.An intersection of two residential neighborhood
collector (through) streets of similar design and
operating characteristics where multi -way stop
control would improve traffic operational characteris-
tics of the intersection.
2B.8 YIELD Sign (RI -2)
YIELD
R1-2
The YIELD (Rl-2) sign shall be a downward -pointing
equilateral triangle with a wide red border and the legend
YIELD in red on a white background.
SOPPOBT:
The YIELD sign assigns right-of-way to traffic on certain
approaches to an intersection. Vehicles controlled by a
YIELD sign need to slow down to a speed that is reasonable
for the existing conditions or stop when necessary to avoid
interfering with conflicting traffic.
2B.9 YIELD Sign Applications
OPTION:
YIELD signs may be installed:
A.On the approaches to a through street or highway
where conditions are such that a full stop is not always
required.
B. At the second crossroad of a divided highway, where
the median width at the intersection is 30 feet or
greater. In this case, a STOP or YIELD sign may be
installed at the entrance to the fast roadway of a
divided highway, and a YIELD sign may be installed
at the entrance to the second roadway.
C. For a channelized tum lane that is separated from the
adjacent travel lanes by an island, even if the adjacent
lanes at the intersection are controlled by a highway
traffic control signal or by a STOP sign.
D. At an intersection where a special problem exists and
where engineering judgment indicates the problem to
be susceptible to correction by the use of the YIELD
sign.
E. Facing an entrance ramp onto a roadway, if
engineering judgment indicates that control is needed
because acceleration geometry and/or sight distance is
not adequate for merging traffic operation.
t •t
AYIELD (RI -2) sign shall be used to assign right-of-way
at the entrance to a roundabout. YIELD signs at roundabouts
shall be used to control the approach roadways and shall not
be used to control the circulatory roadway.
Other than for all of the approaches to a roundabout,
YIELD signs shall not be placed on all of the approaches to
an intersection. When a YIELD sign is used at an intersec-
tion other than a roundabout, at least one other approach
to an intersection shall remain uncontrolled.
2B.10 STOP Sign or YIELD Sign Placement
: •t
The STOP or YIELD sign shall be installed on the near
side of the intersection on the right-hand side of the
approach to which it applies. When the STOP or YIELD sign
is installed at this required location and the sign visibility is
restricted, a Stop Ahead sign (see Section 2C.36) shall be
installed in advance of the STOP sign or a Yield Ahead sign
(see Section 2C.36) shall be installed in advance of the
YIELD sign.
The STOP or YIELD sign shall be located as close as
practical to the intersection it regulates, while optimizing its
visibility to the road user it is intended to regulate.
STOP signs and YIELD signs shall not be mounted on the
same post.
No items other than inventory stickers, sign installation
dates, and bar codes shall be affixed to the fronts of STOP or
YIELD signs, and the placement of these items shall be in
the border of the sign.
No items other than official traffic control signs,
inventory stickers, sign installation dates, anti -vandalism
stickers, and bar codes shall be mounted on the backs of
STOP or YIELD signs.
No items other than retroreflective strips (see Section
2A.21) or official traffic control signs shall be mounted on
the fronts or backs of STOP or YIELD signs supports.
December, 2011 2B-10
Myth vs Rea
Intersection Safety: Myth Versus Reality
Traffic engineering decisions about intersection
safety are often the product of factors and relation-
ships that are more complex than the casual
observer may realize. In many cases, evaluating
potential solutions to crash or violation problems
may reveal aspects of intersection safety and effi-
ciency that are in conflict with
one another. In reality, traffic
engineers must always consider
a balance between managing
safety and improving intersec-
tion operations before making
their final choice for intersection
control.
Additional traffic safety measures are sometimes
necessary to offset increased traffic and speeding
through neighborhood streets. One way of improv-
ing waiting times at an intersection with a new sig-
nal is to make sure the minor street waiting times
are less than they were before installation of the
signal. This improvement will encourage motorists
to use signals on main roads
1 instead of neighborhood streets.
over the years, a number of
misconceptions about traffic -control
solutions have become apparent.
This briefing sheet attempts to shed
some light on the rationale for why
certain traffic -control decisions are
appropriate and required.
The driving public has developed a number of mis-
conceptions about traffic control solutions over the
years. This brief attempts to expose some of
those myths and shed light on the rationale behind
certain traffic control decisions.
Myth 1: Installing signals always makes
intersections safer.
Reality:
The installation of unwarranted signals, or signals
that operate improperly, can create situations
where overall intersection congestion is increased,
which in tum can create aggressive driving behavior.
When more complex signal phasing causes longer
waiting times at intersections, both drivers and
pedestrians tend to become impatient and violate
red lights, or drivers are tempted to cut through
neighborhood streets. This subjects local residents
to a greater risk of collisions, worse congestion and`
more air and noise pollution.
Clearly traffic diversion to side streets is an undesir-
able side effect of long cycle lengths and conges-
tion. This diverted traffic may increase risk on the
side streets, but the cause of this Increased safety
risk should not be attributed to the new signal.
ecxocaT�
ucom@vghn A ,p [m irtss •
fetloal Higl,wuyANnhmlmXon '�'tlLfElbt�it lnatluia al Tmnsl�an EngMM
On occasion, other traffic con-
trol options, such as stop control
or the introduction of round-
abouts can perform as well as,
or even better than, signals in
managing both vehicle and
pedestrian traffic safety at inter-
sections. This is particularly true when signals are
inappropriately placed at locations where traffic
volume is relatively low. Intersections with signals
that have very low traffic volumes tend to tempt
drivers and pedestrians to violate that red light.
Myth 2: Having a stop sign is always better
than no stop sign, OR, more stop signs are
always safer than fewer stop signs.
Reality:
Unwarranted stop signs create problems at both
the intersection and along the roadway by:
• Encouraging motorists to drive faster between
intersections in order to save time. Placing
stop signs on every low-volume local street pro-
motes speeding between the stop signs as
drivers try to offset the delays caused by stop-
ping at every intersection;
• Encouraging violation of traffic laws. As the
number of stop signs increase so that nearly
every intersection has one, the rate of stop sign
violations tends to increase;
• Encouraging the use of alternate routes.
Placing too many stop signs in some areas
Intersection Safety is a National Priority
often causes traffic to use other neighborhood
routes to avoid a sequence of intersections
that may be controlled by stop signs; and
• Increasing the chance that drivers will disre-
gard conflicting vehicle and pedestrian traffic,
which raises the risk of collisions.
There is no evidence to indicate that stop signs
decrease the overall speed of traffic. Impatient
drivers view the additional delay caused by unwar-
ranted stop signs as "lost time" to be made up by
driving at higher speeds between stop signs.
Unwarranted stop signs breed contempt In motorists
who tend to ignore them or only slow down without
stopping. This can sometimes lead to tragic conse-
quences.
Stop signs should never be installed as a routine,
cure-all approach to curtail speeding, prevent colli-
sions at intersections, or discourage traffic from
entering a neighborhood. Stop signs should be
installed only after an engineering study determines
that there is a need. Stop signs are not a solution
to intersection safety problems caused by poor
sight distances and deficient road design.
Myth 3: Installing stop signs on all approaches
(four-way stop) to an intersection will always
result in fewer accidents.
Reality:
Four-way stop signs do not necessarily improve
pedestrian or vehicle safety. In fact, pedestrians in
stop sign -congested neighborhoods often have a
false sense of security about crossing local streets
VS RealitV (continued)
with four-way stop signs: The application of traffic
control devices, to the casual observer, often cre-
ates this sense of security, but In reality may actual-
ly increase safety risk. If control devices are improp-
erly applied, they can create confusion between
the pedestrians and the driver as to who has the
right-of-way, thereby increasing the risk that one of
the two will make an improper decision resulting in
serious consequences.
Placing four-way stop signs on roads of very
unequal design, speed and traffic volume will tend
to promote stop -sign violations by drivers, especially
on main roads. Driver expectancies are violated in
situations like this and when this occurs, improper
actions result which can increase safety risk at inter-
sections.
Placing four-way stop signs at every intersection
where there were formerly only two-way stop signs
also usually increases congestion. Four-way stop
signs should only be considered after an engineer-
ing study and a capacity analysis are performed.
Generally, every State requires the installation of
traffic control devices, including stop signs, to meet
State standards of the department of transporta-
tion.
The State standards are based on the Manual on
Uniform Traffic Control Devices (MUTCD). The
MUTCD is the national standard for traffic control
devices. It prescribes standards for the design,
location, use and operation of traffic control
devices. The MUTCD is located at the following
Web site: http://mutcd.fhwa.dot,gov.
Myth 4: Signals are always better than stop
signs.
Reality:
Installing stop signs instead of signals when there is
no intersection traffic control, increasing the size or
visibility of existing stop signs, or placing them in a
better location often increases both vehicle and
pedestrian safety without the initial expense and
later maintenance costs of signals. While waiting
for signals to qualify for installation, the substantial
amount of money saved can be used to make
roads safer.
Intersection Safety is a National Priority # .
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO:
FROM:
SUBJECT:
DATE:
Mayor and Council Members
Jim Dickinson, City Administrator
Discuss Emergency Operations
June 27, 2017
ACTION REQUESTED
Receive a presentation from Chief Streich on progress being made on updating the Emergency
Operations Plan and discuss with the Mayor and Council your roles in the event of an emergency
incident within the City of Andover.
DISCUSSION
The City Emergency Operations Plan is a document that is protected from public distribution, an
updated document will be provided to the Council for review and subsequent approval after
discussion and direction is received from the Council.
ed,
CNT Y O F
DOVE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: Jim Dickinson, City Administrator
FROM: Joe Janish, Community Development Director
SUBJECT: Discussion: Lot Split Issues
DATE: June 27, 2017
BACKGROUND
Staff was approached by an individual interested in acquiring a portion of 16659 Eldorado St
NW. The property is currently zoned R-1 Single Family — Rural. Deeded acreage for the parcel
(according to MapFeeder) is 10.21 acres.
The potential owner has proposed splitting the property roughly in half to create approximately
two 5 -acre parcels. Within the R-1 district, the minimum lot size is 2.5 acres. As the property
exists today, several items will not meet city requirements and staff is looking for some direction
from the City Council.
DISCUSSION
1. Street Frontage:
Historically the City has required individuals/developers to construct a cul-de-sac and
provide for an easement on their property. Cul-de-sacs have a maximum length of five
hundred feet (500'). This proposal would have a cul-de-sac length of roughly 730 feet
(starting at Eldorado St.) FIG. I
According to City Code:
11-3-6: LOTS
E. Cul -De -Sac Lots: The minimum lot width at the front setback line for cul-de-sac lots
lacking municipal sanitary sewer is one hundred sixty -feet (160'). Two (2) lots per
cul-de-sac are allowed to utilize the reduced lot width. (Amended 9/18/07, Ord. 355;
Amended 11/6/07, Ord. 358)
2. Unimproved Roadway
166" is an unimproved city street. City Code would require a developer/owner to create
a roadway that is up to city standard, which would include concrete curb/ditches, class 5
and bituminous. Most lots in the area do not front 166th and a question on who would
contribute to the roadway construction exists. FIG. 2
ilk
Ito
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I w
7� •
l e
N' fyj) i'J(p I
..,.
i ay�r166 TH AVE � 'r a
C
Y�ty �'�`1 tF X71
ik
•1 .. . .. .. .t.1)1
OIL
` � I65TH AVE
Future Roadway:
If 166th Ave becomes a permanent cul-de-sac; future development to the North could be
hampered as 168' Ave already exceeds our 500' cul-de-sac length and based on
contours and wetlands may be difficult to provide a connection to continue to develop
further. FIG 3
ACTION REQUIRED
Staff recommends the City Council review and discuss the issues with the potential lot split.
Provide direction related to:
1. Temporary or permanent cul-de-sac?
2. Would 166' be constructed to city standards? If not what standards?
3. Who would pay for the construction of the roadway?
4. Would an easement or right-of-way be required for future extension of roadway?
RespeFtfulled,
Joe Janish
Community Development Director
ALN6DOVE^
C I T Y 0 F
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO:
FROM:
SUBJECT:
DATE:
Mayor and Councilmembers
Jim Dickinson, City Administrator
2018-2022 CIP Discussions
June 27, 2017
INTRODUCTION
Late March, Administration/Finance distributed baseline worksheets to Department Heads for
the 2018-2022 CIP kick-off. Subsequent discussion centered on the 2018-2022 CIP
development, the need of other committees (Vehicle/Equipment Purchasing & Facility
Management Committees) and commissions (Parks and Recreation & Community Center
Advisory) to start their work and to work toward a "draft" proposed 2018-2022 CIP to present to
the City Council.
DISCUSSION
Throughout the summer a significant amount of time will be spent on evaluating utility
infrastructure, transportation improvements, building maintenance, equipment and park and
recreation needs. Each of these items will be supported by a detailed fund balance analysis of
funding sources (based on various assumptions and estimates) that will be presented to the
Council for review at future workshops.
At this time the Staff would like the Council to review the proposed equipment (attached) as
recommended by the VehickEguipment Purchasing Committee proposed to be included in
the 2018-2022 CIP.
ACTION REQUESTED
The Council is requested to review the attachments, receive a brief presentation, and provide
direction to staff on Council priorities for the 2018-2022 CIP.
mitted,
L Quk 0
City of Andover, MN
Capital Plan
2018 thru 2022
PROJECTS & FUNDING SOURCES BY DEPARTMENT
Department Project # Priority 2018 2019 2020 2021 2022 Total
Building
Replacement - Small Extended Cab Pick Up #8 19A2300-01 1 35,000 35,000
Equipment Bond 35,000 35,000
Building Total
Central Equipment
Replacement - Service Truck #371 19-08800-01 2
Equipment Bond
Central Equipment Total
45,000
Community Center
Replacement - Skate Sharpener
18-04200-01
Comm Ctr Operations
Replacement- Pickleball Inserts/Net System
18-44400-01
Comm Ctr Operations
10,000
New- Inflatables
18-04400-02
Comm Ctr Operations
Replacement-Zamboni Battery Pack
19-04300-05
Comm Ctr Operations
Replacement -Scissor Lift
20A4000-01
Equipment Bond
10,000
Replacement- Kaivac Cleaning System
20-04000-04
Comm Ctr Operations
Replacement- Camera/Security, System
20-44000-05
G.O. Bond
Replacement - Floor Scrubber
21-44000-01
Comm Cfr Operations
10,000
Replacement - Electric Edger
21.44300-02
Comm Cfr Operations
Replacement- Evaporative Condenser
21-04300-03
Comm Cfr Operations
Replacement-Zamboni
2244300-01
Comm Ctr Operations
Replacement- Ice Rink Hard Dividers
22-04300-02
Comm Ctr Operations
Community Center Total
1
15,000
Emergency Management
Replacement- Emergency Sirens
1842400-02
Capital Equipment Reserve
35,000 35,000
45,000
45,000
45,000
45,000
1 45,000 45,000 45,000
45,000 45,000 45,000
135,000
135,000
45,000
45,000
1 10,000
10,000
10,000
10,000
1 10,000
10,000
10,000
10,000
1 10,000
10,000
10,000
10,000
1
14,000
14,000
14,000
14,000
1
15,000
15,000
15,000
15,000
1
10,000
10,000
10,000
10,000
1
12,000
12,000
1$000
12,000
1
15,000
15,000
15,000
15,000
1
8,000
8,000
8,000
8,000
1
60,000
60,000
60,000
60,000
1
150,000
150,000
150,000
150,000
1
8,000
8,000
8,000
8,000
30,000
14,000
37,000
83,000
158,000
322,000
1 45,000 45,000 45,000
45,000 45,000 45,000
135,000
135,000
Department
Project#
Priority
2018
2019
2020
2021
2022
Total
Emergency Management Total
45,000
45,000
45,000
135,000
Engineering
Replacement - Data Collector/Total Station
18-41600-06
1
33,500
33,500
General Fund
33,500
33,500
Replacement-Truck#12
22-41600-01
2
50,000
50,000
Equipment Bond
50,000
50,000
Engineering Total
33,500
50,000
83,500
Finance
Financial/ Payroll System Upgrade Replacement
19-01400-01
1
200,000
200,000
Capital Equipment Reserve
200,000
200,000
Finance Total
200,000
200,000
Fire
Replacement-Turnout Gear
18-02200-01
1
20,000
20,000
20,000
20,000
20,000
100,000
General Fund
20,000
20,000
20,000
20,000
20,000
100,000
Replacement - Grass #31
18.42200-02
1
85,000
85,000
Capital Equipment Reserve
85,000
85,000
Replacement - Tanker #11
19-02200-01
1
400,000
400,000
Equipment Bond
400,000
400,000
Replacement -SCBA Compressors
20-02200-01
1
130,000
130,000
Equipment Bond
130,000
130,000
Replacement-800 MHz radios
2042200-02
1
35,000
35,000
35,000
105,000
Capital Equipment Reserve
35,000
35,000
35,000
105,000
Replacement - Grass #21
2042200-03
1
85,000
85,000
Equipment Bond
85,000
85,000
Replacement- Grass Utility Vehicle (UTV) #4813
2142200-01
1
45,000
45,000
Equipment Bond
45,000
45,000
Replacement- 1999 GMC Sonoma Truck (U-1 0) #4810
2142200-02
2
45,000
45,000
Equipment Bond
45,000
45,000
Replacement-Engine 21#4884
2142200-03
1
450,000
450,000
Equipment Bond
450,000
450,000
Replacement-Engine 31#4800
2242200-01
1
450,000
450,000
Equipment Bond
450,000
450,000
Fire Total
105,000
420,000
270,000
595,000
505,000
1,895,000
Information Technology
Smartboard Addition
1841420-01
1
12,000
12,000
Capital Equipment Reserve
12,000
12,000
Shoretel Switch Replacement (End of life)
1841420-02
1
10,000
10,000
GenerzlFund
10,000
10,000
Information Technology Total
22,000
22,000
Park & Rec - Operations
Replacement - One Ton Truck w/ Plow #599
1845000-03
1
80,000
80,000
Capital Equipment Reserve
80,000
80,000
New -Brush cutter
1845000-04
1
15,000
15,000
Capital Equipment Reserve
15,000
15,000
Department
Project#
Priority
2018 2019
2020
2021 2022
Total
Replacement -Bobcat Track Loader #610
18-05000-05
1
60,000
60,000
Capital Equipment Reserve
60,000
60,000
Replacement - Small Extended Cab Truck #76
18-45000-06
1
55,000
55,000
Capital Equipment Reserve
55,000
55,000
Replacement- Water Tanker#161
20-05000-01
1
175,000
175,000
Equipment Bond
175,000
175,000
Replacement-Trailer #T555
20-05000-02
1
18,000
18,000
Equipment Bond
18,000
18,000
Replacement- Cush man Field Dresser #547
20-45000-03
1
27,000
27,000
Equipment Bond
27,000
27,000
Park & Rec - Operations Total
210,000
220,000
430,000
Sanitary Sewer
Replacement - One Ton Utility Truck #69
18-48200-03
1
150,000
150,000
SanitarySewer Fund
150,000
150,000
Sanitary Sewer Total
150,000
150,000
Storm Sewer
Replacement- Tymco Street Sweeper#172
18-48300-02
1
235,000
235,000
Capital Equipment Reserve
235,000
235,000
Replacement- Elgin Street Sweeper#169
20-48300-01
1
250,000
250,000
Equipment Bond
250,000
250,000
Storm Sewer Total
235,000
250,000
485,000
Streets / Highways
Replacement- Lazar Line Painter
1843100-10
1
8,500
8,500
Capital Equipment Reserve
8,500
8,500
Replacement- Hot Patch box
18-43100-11
1
75,000
75,000
Capital Equipment Reserve
75,000
75,000
Replacement-Bobcat 5185#120
2043100-01
1
60,000
60,000
Equipment Bond
60,000
60,000
Replacement- One Ton Truck wl Plow#133
2043100-02
1
80,000
80,000
Equipment Bond
80,000
80,000
Replacement- Backhoe Loader #80
2043100-03
1
100,000
100,000
Equipment Bond
100,000
100,000
Replacement -Front End Loader#124
20-43100-04
1
250,000
250,000
Equipment Bond
250,000
250,000
New -Dump Truck w/ snow removal
2143100-01
1
220,000
220,000
Equipment Bond
220,000
220,000
Replacement- Dump Truck wl Snow removal#198
22-43100-01
1
230,000
230,000
Equipment Bond
230,000
230,000
Replacement- Aerial bucket truck #00139
22-43100-02
1
200,000
200,000
Equipment Bond
200,000
200,000
Streets / Highways Total
83,500
490,000
220,000 430,000
1,223,500
Water
Replacement - 3/4 Ton Utility Truck #66
18-48100-02
1
60,000
60,000
Water Fund
60,000
60,000
Replacement - Side by Side UTV #70
18-48100-03
1
48,000
48,000
Sanitary Sewer Fund
16,000
16,000
Department Project# Priority 2018 2019 2020 2021 2022 Total
Storm Sewer Fund 16,000 16,000
Water Fund 16,000 16,000
New - Valve Maintenance Trailer 19-48100-01 1 70,000 70,000
Water Fund 70,000 70,000
Water Meter Reading System AMI/AMR 2048100-01 2 1,200000 1,200,000
Water Fund 1,200,000 1,200,000
Water Total 108,000 70,000 1,200,000 1,378,000
GRAND TOTAL 1,022,000 829,000 2,512,000 898,000 1,143,000 6,404,000
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 . WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
FROM: Jim Dickinson, City Administrator
SUBJECT: May 2017 General Fund Budget Progress Report
DATE: June 27, 2017
INTRODUCTION
The City of Andover 2017 General Fund Budget contains total revenues of $10,825,139 and total
expenditures of $11,039,719 ; a decrease in fund balance is planned.
Monthly reporting of the City Budget progress to the Governing body is a recommended financial
practice and often viewed positively by rating agencies.
DISCUSSION
Attached is the General Fund Revenue & Expenditure Budget Summary - Budget Year 2017
reflecting year to date actual through May 2017. The attachments are provided to assist
discussion in reviewing 2017 progress; other documents may be distributed at the meeting.
The following represents Administration's directives and departmental expectations that are in place
for 2017:
1. Expenditure budgets while approved, expenses are to meet with the spirit that needs are
fulfilled first, expansions of service and special requests are to be reviewed with City
Administration before proceeding.
2. Departments are to be committed to search for the best possible prices when purchasing
goods and services.
3. Departments are to be committed to continually searching out new efficiencies and to
challenge the status quo of how the City provides services.
4. Departments are to be committed to searching out collaborative opportunities to facilitate
efficient and cost-effective utilization of governmental assets and personnel.
5. Departments are to be committed to developing effective, consistent and ongoing
communications with City residents, businesses and other stakeholders.
6. Departments are to be cognizant that services provided are subject to available revenues and
should not commit to services that are not sustainable.
ACTION REQUESTED
The Council is requested to receive a presentation from staff.
4mtfjrlly submitted,
ickinson
Attachment
CITY OF ANDOVER
General Fund Budget Summary Totals
Budget Year 2017
2016 12017
EXPENDITURES Budget May YTD %Bud YE - Unaudited Budget May YTD %Bud
GENERAL GOVERNMENT
S
2016
$
4,025,647
Miscellaneous
2017
251,550 89%
REVENUES
Budget
May YTD
%Bud
Final
Budget
May YTD
%Bud
General Property Tax
$ 8,113,528
$ 267
0% $
8,217,768 $
8,420,354
$ 52
0%
Licenses and Permits
346,205
189,345
55%
625,907
367,705
238,036
65%
Intergovernmental
673,248
197,158
29%
733,951
766,150
190,893
25%
Charges for Services
767,950
328,086
43%
857,163
773,950
299,589
39%
Fines
100,750
35,902
36%
88,600
100,750
27,500
27%
Investment Income
75,000
(8,643)
-12%
43,747
75,000
(4,811)
-6%
Miscellaneous
116,800
104,006
89%
194,802
124,300
93,259
75%
Transfers In
196,930
196,930
100%
196,930
196,930
196,930
100%
2016 12017
EXPENDITURES Budget May YTD %Bud YE - Unaudited Budget May YTD %Bud
GENERAL GOVERNMENT
S
11,003,788
$
4,025,647
Miscellaneous
281,728
251,550 89%
Mayor and Council
$ 88,780
$ 51,458
58% $
86,990
$ 89,991
$ 50,449
56%
Administration
192,778
75,001
39%
187,876
199,541
74,997
38%
Newsletter
26,000
12,303
47%
22,731
26,000
10,653
41%
Human Resources
35,260
9,441
27%
13,403
27,913
10,202
37%
Attorney
187,640
61,571
33%
184,990
191,360
62,700
33%
City Clerk
157,075
62,916
40%
148,338
148,599
60,164
40%
Elections
82,919
26,167
32%
64,433
63,881
4,225
7%
Finance
261,016
117,626
45%
252,563
268,129
111,938
42%
Assessing
150,000
143,883
96%
146,472
150,000
145,367
97%
Information Services
173,483
61,616
36%
151,386
180,722
66,086
37%
Planning & Zoning
435,606
168,626
39%
414,141
462,212
151,930
33%
Engineering
509,514
201,122
39%
511,074
535,715
203,124
38%
Facility Management
568,201
165,549
29%
408,250
681,733
191,073
28%
Total General Gov
2,868,272
1157,279
40%
2,592647
3025,796
1,142,908
38%
PUBLIC SAFETY
S
11,003,788
$
4,025,647
Miscellaneous
281,728
251,550 89%
Police Protection
2,936,467
734,117
25%
2,936,467
2,962,551
1,481,275
50%
Fire Protection
1,294,795
496,083
38%
1,285,416
1,422,522
494,094
35%
Protective Inspection
441,807
166,156
38%
424,247
446,688
170,945
38%
Civil Defense
22,982
9,640
42%
17,495
24,847
6,760
27%
Animal Control
7-950
906
11%
3,700
5,950
928
16%
PUBLIC WORKS
S
11,003,788
$
4,025,647
Miscellaneous
281,728
251,550 89%
Streets and Highways
656,237
267,672
41%
686,087
614,668
219,568
36%
Snow and Ice Removal
563,587
267,323
47%
468,174
547,777
234,814
43%
Street Signs
204,193
59,104
29%
167,283
215,244
74,919
35%
Traffic Signals
35,000
7,308
21%
27,919
37,000
8,846
24%
Street Lighting
36,400
11,889
33%
37,089
38,400
9,075
24%
Street Lights - Billed
217,500
67,878
31%
200,509
217,500
46,965
22%
Park & Recreation
1,257,247
462,553
37%
1,247,501
1,275,530
455,429
36%
Natural Resource Preservation
10,096
50
0%
7,255
12,697
485
4%
Recycling
130,927
41,639
38%
124,860
122,221
66,950
55%
Total Public Works
3,111,187
1,185,416
38%
2,966,677
3,081,037
1,117,051
30/
OTHER
S
11,003,788
$
4,025,647
Miscellaneous
281,728
251,550 89%
258,577
31,728 14,550 46%
Youth Services
38,600
24,500 63%
24,500
38,600 - 0%
Total Other
320,328
276,050 86%
283,077
70,328 14,550 21%
Total Expenditures
S
11,003,788
$
4,025,647
37% S
10,509,726
$
11,039,719
$
4,428,511 40%
NET INCREASE (DECREASE)
S
(613,377)
$
(2,982,596)
$
449,142
S
(214,580)
S
(3,387,063)
C I T Y 0 F (9j
•' ,-A
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO:
FROM:
SUBJECT:
DATE:
Mayor and Councilmembers
Jim Dickinson, City Administrator
May 2017 City Investments Review
June 27, 2017
INTRODUCTION
Summary reporting of the City Investment portfolio to the Governing body is a recommended
financial practice and often viewed positively by rating agencies.
Furthermore, the City of Andover Investment Policy recommends the Finance Director presents
to the City Council at least quarterly the type of investments held by the City.
DISCUSSION
Attached is the Investment Maturities Summary for May 2017, the May, 2017 Investment
Detail Report, and the May 2017 Money Market Funds Report. These attachments are
intended to assist with discussion when reviewing the May 2017 investments.
ACTION REQUESTED
Informational. The Council is requested to review and provide feedback to staff.
submitted,
Investment Maturities - May 2017
Investment Maturities (in Years)
Credit
Fair
Less Than
More Than
Investment Type
Rating
Value
1
1 - 5
6- 10
10
Money market funds
N/A
$ 1,423,684
$ 1,423,684
$ -
$ -
$ -
MN Municipal Money
Market Fund (4M)
N/A
1,005,741
1,005,741
-
-
-
Premier Banks Money
261,083
261,083
Market Fund N/A
Certificates of deposit
FDIC
10,872,306
7,023,509
3,848,797
Local governments
A/A1/A2
561,377
81,214
315,788
60,774
103,600
AAI/AA2/AA3
7,249,949
1,555,104
3,923,544
1,354,488
416,813
AAA
3,509,706
456,665
2,671,176
381,865
-
_ _ 208,704
2,321,886
-
1,197,083
208,704
906,609
-
_ 218,194
-
-
State governments A/Al/A2
AAVAA2/AA3
AAA
866,699
261,310
399,354
206,034
U.S. agencies
AAA
4,220,657
799,345
3,298,116
-
123,196
FNMA REMIC
N/A
1,932
-
1,932
-
-
1,460,245
1,263,828
1 1 196,417
1-
-
U.S. agencies N/A
Total investments
$ 33,963,967
$ 15,328,565
$ 15,770,438
$ 2,221,355
$ 643,609
Deposits
717,000
Total cash and investments
$ 34,680,968
May 2017 Investment Detail
Description
Cusip
Number
Credit
Rating/F
DIC #
Type
Purchase Price
Carrying Cost
Maturity
Amount
Interest
Rate
Current Market
Value
Interest Paid
Date
Acquired
Coupon
Date
Maturity)
Due Date
Bank of America
RBS Citizens NA Providence RI
State Bank India NY
Bank of Ruston LA _
Bank of China NY
Berkshire Bk Pittsfield MA
Patriot Bank NA
Capital One NA
Investors Savings Bank
Champlain Nat[ Bk Elizbt
First Foundation Bank
Bank Leumi USA
06051VZY5
75524KFZ2
8562845G5
06427LBV6
06426TZ69
084601 GP2
70337MAR9
3510
57957
33682
CD
CD
CD
CD
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
248,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
248,000.00
0.700%
245,000.00
244,995.10
244,997.55
244,987.75
maturity
maturity
06/02/16
none
none
06/02/17
06/07/17
06/12/17
06/14/17
06115117
06/30/17
06/30117
0.700%
12/07/16
0.750%
0.650%
maturity
12/12/16
none
none
29700
_ 33653
23621
_ 33928
4297
maturity
12114/16
_
_CD
CD
245,000.00
245,000.00
245,000.00
248,000.00
0.700%
244,992.65
244,992.65
245,014.70
248,057.04
244,973.05
maturity
12115/16
12/30/16
none
none _
none
0.750%
0.850%
1.150%
0.650%
maturity
CD
maturity
12/30/16
07/15/15
07/21/16
14042E4Q0
CD
semi-annual
01/15/16
none
none
07/17/17
07/21/17
07/28/17
46176PFF7
28892
CD
CD
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
maturity
158716AU4
7356
245,000.00
245,000.00
245,000.00
0.700%
0.700%
0.850%
244,943.65
maturity
12/29/16
32026UCN4
063248GF9
_58647
19842
CD
245,000.00
245,000.00
245,000.00
244,838.30
244,936.30
maturity
maturity
12/16/16
12/22/16
none
none
09/15/17
09/22/17
CD
245,000.00
_
Mercantil CommerceBank _
Farmers & Merchants Svgs Bk
56733ADB2
_22953
9298
CO
245,000.00
245,000.00
249,000.00
245,000.00
0.900%
244,902.00
semi-annual
07/12/16
12/29116
02/22/16
09/29/17
10/23/17
30856PAG1
CD
249,000.00
249,000.00
1.050%
249,323.70
monthly
01122116
_
Washington Trust Company_
1 Year CD - Premier Bank
1 Year CD- Premier Bank Rochester
1 Year CD - Premier Bank MN
Valley Cent Svgs Bk Reading OH
Safra National Bk
BankUnited NA _
Bank Baroda New York
First Bank of Highland
TCF National Bank
Plains Commerce Bank
Home Savings _& Loan Co
Old National Bank
940637HU8
1091003210
_23623
_21714
_33202
33204
28555
26876 _
58979
33681
_ 17470
28330
1678
28114
3832
CD
CD
245,000.00
251,504.10
245,000.00
251,504.10
246,474.02
246,474.02
245,000.00
251,504.10
246,474.02
246,474.02
150,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
0.750%
244,701.10
251,504.10
246,474.02
maturity
maturity
12105/16
none
none
none
none
01/22/15
none
none
none
11117/17
12/16/17
12116/17
12116117
12/22117
12/28/17
12/29/17
01/02118
02/22/18
0.700%
12/16/16
12116/16
12116116
12122/14
12/29/16
2055214401
3041574901
91944RAE8
78658QD59
066519CT4
06062QY99
319141EL7
872278YZ3
72651LBM5
43731LCF4
680061 GY8
CD
246,474.02
_0.600%
0.600%
maturity
maturity
monthly
maturity
maturity
maturity
maturity
maturity
maturity
maturity
maturity
CD
CD
CD
CD
246,474.02
150,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
246,474.02
150,169.50
244,916.70
245,056.35
244,909.35
244,512.45
244,512.45
244,490.40
150,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
1.250%
1.000%
1.100%
1.000%
0.850%
0.850%
0.850%
12/29/16
03/31/17
_ CD
CD
_CD
CD
CD
02/22/17
02/22/17
02128/17
none
none
none
02/22/18
02/28/18
245,000.00
0.900%
0.950%
244,551.65
244,625.15
03/10/17
none
03109118
03115118
CD
245,000.00
03116/17
none
_
S & T Bank
Synovus Bank _
Augusta ME
Kaufman TX
McKinney TX
Regl Transpdn Dist, Denver
Dane County WI
Minneapolis MN
New York City_ NY Transitional
WateroolA _
Prior Lake MN
783861CJ4
11124
CD
245,000.00
244,999.78
11,250.00
245,000.00
244,999.78
11,250.00
72,922.50
245,000.00
245,000.00
1.000%
244,723.15
maturity
03/15/17
none
03/15/18
04/13118
10/01/17
02/15/18
08115/17
11/01/17
12/01117
03/01/18
05/01118
06/01/17
12/15/17
_
87164DHW3
_051411 ND4
486206KL8
581646Y91
759136RR7
_ 873
A3 _
A3
_CD
local
1.000%
5.250%
244,933.85
10,114.40
semi-annual
12/05/16
03/07/12
none
none
10,000.00_
local
72,922.50
70,000.00
4.000%
71,099.70
semi-annual
06/28/16
02/15/17
_ AA1
AA1
local
126,856.25
126,856.25
254,312.50
125,000.00
250,000.00
1.472%
2.000%
2.450%
4.000%
125,086.25
250,680.00
semi-annual
05/20/15
none
local
_
254,312.50
semi-annual
07/12/16
11/01/13
236091M92
_
AA1_
local
106,487.00
106,487.00
100,000.00
200,000.00
100,574.00
semi-annual
07116/12
none
60374YF93
QTU7
_
AA1
local
220,938.00
220,938.00
204,292.00
semi-annual
03/04/14
none
_AA_1_
AA2_
local
100,440.00
100,440.00
105,594.00
100,000.00
100,000.00
1.600%
3.500%
100,165.00
100,000.00
semi-annual
01/27/17
none
_64971
941647KEB
local
105,594.00
semi-annual
semi-annual
02/24/15
none
12/15/15
742617CB7
AA2
local
230,000.00
230,000.00
230,000.00
1.000%
229,763.10
05114/15
Hopkins Minn ISD #270
Orono MN ISD tWli
439881HCO
__687136LA7
AA2
AA2
local
95,278.40
115,511.00
95,278.40
80,000.00
110,000.00
5.250%
81,998.40
semi-annual
04/30/12
08/01/09
02/01/18
local
115,511.00
4.000%
2.139°k
112,319.90
semi-annual
08/04/16
02/01/17
02/01118
Tucson AZ
898711033
AQ
local
254,202.50
254,202.50
250,000.00
250,225.00
semi-annual
12/09/15
none
07/01/17
_
Tennessee Valley Auth
_
880591EA6
_
AAA
local
93,153.11
93,153.11
85,000.00
5.500%
85,504.90
semi-annual
06/01/09
01/18/08
07/18/17
7,023,508.68 CD
Description
Cusip
Number
Credit
Rating/F
DIC A
Type
Purchase Price
Carrying Cost
Maturity
Amount
Interest
Rate
Current Market
Value
Interest Paid
Date
Acquired
Coupon
Date
Maturity/
Due Date
Washington County MN
Saint Louis Park MN
Bandera TX ISD _ _
Minnesota St
New Hampshire St H_sg
Kansas St Dev Fin A_u_th
Tennessee State
Virginia St Res Auth Infrastructure
Fed Farm Credit Bank_
Fed Farm Credit Bank
937791KL4
AAA _
AAA _
_ AAA -local
AA1
local
115,000.00
115,000.00
112,114.00
154,890.00
811,520.00
115,000.00
3.750%
116,200.60
semi-annual
semi-annual
07/01/10
01/01/11
none
none
01/01118
02/01118
791740WC3
059851HR9
604129F92
local
112,114.00
154,890.00
100,000.00
150,000.00
800,000.00
3.850%
4.000%
2.000%
101,634.00
153,325.50
12/22/11
semi-annual
12/22116
02/15/18
state
811,520.00
801,232.00
semi-annual
07/05/16
none
08/01/17
64469DWUl
485429X90
8805410M2
AA2
stale
215,819.15
215,819.15
182,743.20
201,894.00
215,000.00
180,000.00
200,000.00
1.789%
215,496.65
semi-annual
semi-annual
12/09115
07/01116
none
02/01112
11/01/09
01/01/18
_ _AA3
AAA
state
182,743.20
1.877%
180,354.60
07112/16
04/15118
stale
201,894.00
2.326%
200,456.00
semi-annual
semi-annual
10126111
02/09/17
08/01/17
11/01/17
06/08117
09/18117
09/26/17
92817QKSO
AAA
stale
61,500.00
61,500.00
60,000.00
4.710%
60,854.40
3133EATE8
3133ECA95
_
AAA_
AAA
US
99,647.00
199,800.00
99,647.00
100,000.00
200,000.00
0.900%
0.790%
1.000%
100,000.00
199,832,00
11/04113
12108/12
US
199,800.00
_semi-annual
semi-annual
semi-annual
12/08/15
03/18/13
none
_
Fed Home Ln Bank
3130A15P9
_ _
AAA
US
251,187.50
251,187.50
250,000.00
249,967.50
07/08/16
_
Fed Farm Credit Bank
3133EFJMO
AAA
US
249,750.00
249,750.00
250,000.00
0.930%
249,545.00
semi-annual
05/25/16
04113/16
04/13/18
FICO Strip Prim Zero Coupon _
FICO Strip Pm -4 Zero Coupon _
FICO Strip Cpn-E Zero Coupon
31771KAC1
31771EAD3
_ _
Us
295,932.00
194,572.00
295,932.00
194,572.00
300,000.00
200,000.00
298,758.00
199,172.00
222,855.36
maturity
maturity
maturity
10/23/15
03/16/15
none
none
none
none
_ _--
01113/17
01113/17
07/22/16
12/30/16
01102/15
01111/15
10/06117
10106117
11102/17
Us
31771JXM7
_
US
215,452.16
215,452.16
224,000.00
12/11/14
FICO Strip Cpn Zero Coupon
31771EAA9
_33954
17534
35141
57803 _
57203
27314
628
33306
_ 33124
29690
_58615 _
30012
57056
10988
1402_
US
529,947.00
-
529,947.00
550,000.00
543,042.50
maturity
06/09114
05/11/18
07/13/18
07113118
01/22/19
07/01/19
07/02/19
07/11/19
-
12,638,057.44
semi-annual
semi-annual
semi-annual
semi-annual
semi-annual
semi-annual
quarterly
semi-annual
semi-annual
Capital One Bank (USA)
Key Bank National Association
BMW Bank of North America
Ally Bank Midvale Utah
Barclays Bank
Synchrony Bank
JP Morgan Chase Bank NA
PrivateBank & Trust Cc
Goldman Sachs Bank USA
First Federal Svgs -Bk
Victory Bank _
Third Federal S_av & Loan
Celtic Bank _
ms Bank
SteaNA
Citizens Alliance Bank
Enerbank USA
Elbow Lake MN
Oneida County NY _
Junction City Kansas
Farmington MN_
Rice Cnty MN _
Racine WI
Indiana St Bond -Bank_
MinnetristaMN _ _ _
Ramsey MN
07113116
07113/16
01122/16
08/30/16
07/03114
07/11/14
07/15/16
07/21/14
07/23/14
14042OZ06
49306SW05
_CD
CD
245,000.00
245,000.00
245,000.00
245,000.00
245,000.00
247,000.00
247,000.00
245,000.00
247,000.00
247,000.00
249,000.00
247,000.00
128,000.00
247,000.00
247,000.00
249,000.00
245,000.00
245,000.00
245,000.00
245,000.00
247,000.00
247,000.00
245,000.00
247,000.00
247,000.00
249,000.00
247,000.00
128,000.00
0.900%
0.850%
1.600%
1.200%
2.050%
2.050%
1.100%
2.000%
2.050%
244,242.95
244,380.15
245,000.00
05580ADR2
02006LF32
06740KHB6
87164WBT4
48125Y51.4
74267GU08
38147JU59
CD
245,000.00
245,708.05
243,113.50
249.235.35
249.171.13
242,809.70
249,153.84
248,941.42
CD
CD
CD
CD
CD
245,000.00
247,000.00
247,000.00
245,000.00
247,000.00
247,000.00
10115/16
01121/15
07115119
07122119
07/23/19
CD
01/23/15
02/21116
03/24115
05/24115
06120114
06/26/15
32021YCH4
CD
249,000.00
1.500%
2.000%
2.000%
2.050%
251,243.49
249,020.46
129,271.04
250,309.80
monthly
semi-annual
01/21/16
08121119
09/24119
92644LAB8
884130AW8
15118RJMO
CD
247,000.00
128,000.00
09/24114
11/24/14
12120113
CD
semi-annual
11/25/19
CD
247,000.00
247,000.00
semi-annual
semi-annual
12/20/19
12/26/19
857894PB9
17318LAP9
CD
247,000.00
247,000.00
249,000.00
1.000%
249,428.01
251,965.59
12126/14
06/27/14
_
CD
249,000.00
2.000%
monthly
07/27/14
06/26/20
29266NA31
_
57293
A
At
CD
249,000.00
249,000.00
170,045.70
45,755.20
249,000.00
165,000.00
40,000.00
2.100%
2.750%
6.250%
250,802.76
168,658.05
42,406.40
104,724.00
monthly
semi-annual
07118/14
08118/14
none
07/20/20
284281 KC5
local
170,045.70
12/08/14
12/01/19
6824543R2
local
local
local
45.755.20
101,558.00
102,787.00
semi-annual
08/16/10
none
04/15/19
481502F72
A2
AA
101,558.00
100,000.00
5.500%
semi-annual
05/28/08
03/01/09
09/01/18
311297W84
102,787.00
45,466.80
101,792.00
146,123.60
10,000.00
100,000.00
40,000.00
100,000.00
140,000.00
2.000%
4.400%
2.100%
4.302%1
2.450%
4.500%
101,784.00
41,917.20
semi-annual
semi-annual
semi-annual
07/06/16
03/07/12
none
none _
06101112
none
08101114
04/01116
02/01119
762698GK8
750021604
_
AA
AA-
AA+
45,466.80
02/01/19
_local
local
101,792.00
100,669.00
01/24/12
12/30/16
06101/18
454624S40
local
146,123.60
144,187.40
semi-annual
08101118
604229KE3
AA+
AA+
local
10,000.00
158,677.85
10,000.00
145,000.00
10,009.10
semiannual
10/10113
02101/19
04101/19
751813PB6
local
158,677.85
145,374.10
semi-annual
02116/12
2,092,982.75 local
1.458,393.65 state
2,063,172.36 US
Less Than 1 Year
3,848,797.24 CD
Description
Cusip
Number
Credit
Rating/F
DIC #
Type
Purchase Price
Carrying Cost
Maturity
Amount
Interest
Rate
Current Market
Value
Interest Paid
Date
Acquired
Coupon
Dale
Maturity)
Due Date
Rothsay MN ISD #850 _ _ _
Saint Paul MN Port Auth
AA-
AA+
local
local
_local
kcal
208,640.25
208,640.25
195,000.00
3.000%
205,348.65
80,305.60
250,522.50
160,169.60
semi-annual
07/06/16
01/10/17
04/17/13
10/10/13
none
02/01/20
03/01/20
06/01/20
_778731AZ2
793067CCI
857896MH4
604229KGB
79,756.80
276,875.00
79,758.80
276,875.00
80,000.00
250,000.00
160.000.00
2.000%
4.500%
3.100%
semi-annual
09/01/17
none
08/01/14
_
Steams Co MN
AA-
AA+
semi-annual
MinnetristaMN
161,038.40
161,038.40
semi-annual
02/0121
Greenway MN 18O #31 _
Scott County lA
39678LDF6
AA+
local
27,593.50
27,593.50
25,000.00
5.000%
26,422.25
semi-annual
07109/13
10/31/12
06/05/12
none
12/01/12
12/01/11
03115/21
06/01/18
12/01/18
809486EZ2
60374YS73
AAi
AA1
_local
local
112,617.00
111,898.00
112,617.00
100,000.00
102,104.00
semi-annual
Minneapolis MN
111,898.00
100,000.00
_4.400%
3.250%
103,051.00
semi-annual
Cedar Rapids IA
150528RM1
AAi
kcal
217,672.00
217,672.00
200,000.00
3.000%
205,716.00
semi-annual
06111/13
12/01/13
08101/19
Minneapolis MN _
Hampton VA
60374YS81
AA1
local
278,632.50
278,632.50
250,000.00
3.500%
261,260.00
semi-annual
02126113
none
12/01/19
4095582,11
AA1
local
100,836.00
100,836.00
100,000.00
2.209%
3.750%
101,214.00
semi-annual
01/20/16
02/24/15
none
none
12/01/14
02/01/11
04/01/20
09/01/20
06/01/21
02/01/19
06/01/19
Middleton WI _ _
Des Moines IA Area Cmnty Col
Orange Beach ALA _
Sioux City lA
Waterloo IA
Western Lake Superior MN
Portsmouth VA
Brunswick Cnty
596782RX2
AA1
W
local
local
local
local
106,979.00
106,979.00
100,000.00
102,615.00
semi-annual
250097H21
50,606.00
241,689.60
156,100.50
50,606.00
50,000.00
2.450%
4.400%
51,309.50
semi-annual
semi-annual
semi-annual
semi-annual
11/10/14
08/05/10
_AA2
AA2
241,689.60
156,100.50
240,000.00
155,000.00
247,269.60
_68406PHF1
829458FC7
2.000%
2.000%
156,388.80
1222/16
none
941647PAl
AA2
AA2
local
local
50,559.50
50,559.50
100,000.00
50,000.00
50,415.00
0627/13
12101113
06/01119
10101/19
02101/20
0510120
958522WU4
73723RSLB
117061VHI
100,000.00
100,000.00
3.150%
2.400%
1.740%
103,021.00
semi-annual
08/16/11
04/01/12
02/01/14
none
AA2
local
local
286,268.00
286,268.00
295,000.00
299,976.65
semi-annual
07/17/13
08/21/15
AA2
108,967.10
108,967.10
110,000.00
109,883.40
semi-annual
Fon Du Lac Cnty WI
Kane McHenry Cook 8 De Kalb Zero Cpn
Moorhead MN _
Davenport Iowa
Whitewater Wis
Brownsville TX ISD Zero Coupon _
King Cnty WA _
Minnetonka MN ISD#276 _
Palm Beach Cnty FLA _ _
Tenn Val Auth Cpn _Strip Zero Cpn
Norwalk Conn _
Greensboro NC
344442KK3
484080MB9
6161412R7
238388GS5
966204KA6
_ 116421E46
49474EX5_
AA2
AA3
AA3
_AA3
AA3
AAA
AAA
AAA
_ AAA
AAA
local
local
local
local
local
local
local
local
local
local
local
local
259,715.00
259,715.00
250,000.00
3.250%
258,740.00
193,500.00
semi-annual
maturity
03110/17
07/16112
none
none
03/0121
12/01/18
157,328.00
157,328.00
200,000.00
108,820.00
108,820.00
111,948.00
109,541.00
229,640.00
224,634.00
37,433.20
256,504.60
262,890.00
100,000.00
100,000.00
100,000.00
250,000.00
200,000.00
35,000.00
220,000.00
300,000.00
120,000.00
360,000.00
200,000.00
3.800%
4.650%
4.850%
3.980%
3.100%
5.898%
101,673.00
semi-annual
11/14/11
09/13/11
06/09111
0626/13
03/27/12
12/22/11
none
none
none
none
none
none
none
02/01/20
06/01/20
12/01/20
08/15/18
12101/18
02/01/19
06/01/19
06/15/19
111,948.00
109,541.00
229,640.00
224,634.00
37,433.20
256,504.60
262,890.00
100,000.00
108,698.00
245.435.00
207,148.00
semi-annual
semi-annual
maturity
semi-annual
semi-annual
semi-annual
35,676.90
_604195RA7
696497TR7
228,868.00
07106/11
88059EWZ3
290,223.00
maturity
12/27/13
none
668844DS9
395460V21
793028WS6
_AAA
AAA
AAA
122,464.80
122,464.80
366,832.80
201,806.00
4.050%
3.263%
2.000%
123,453.60
370,681.20
semi-annual
semi-annual
semi-annual
08/04/10
07/15/11
08/01/11
08101/19
366,832.80
201,806.00
_none
10/0_1/19
02/01/20
Saint Paul MN_Po_n Auth
202,336.00
12/22/16
08/01/17
Woodbury MN
Dallas TX Inapt Sch Dist
97913PC07
23530801<2
88059EHD9
AAA
AAA
AAA
AAA
AAA
_local
local
local
local
local
local
123,037.35
123,037.35
115,000.00
100,000.00
3.250%
117,116.00
semi-annual
12122/11
04/16112
none
08115/11
02/01/20
116,900.00
116,900.00
4.450%
107,636.00
semi-annual
02/15/20
Tenn Valley Auth Zero Cpn
Tenn Val Auth Cpn Ship Zero Cpn_
263,970.00
263,970.00
300,000.00
100,000.00
284,718.00
maturity
maturity
03/11113
03/18/13
none
05/01/20
88059EMX9
88,133.00
88,133.00
94,410.00
none
07/15/20
McAllen TX Dev Corp
579086AW9
175,000.00
175,000.00
175,000.00
1.400%
172,707.50
semi-annual
07/26/16
02/15/17
08/15/20
Baltimore Cnty, MD
05914FME7
AAA
AAA
local
local
local
51,290.00
51,290.00
50,000.00
100,000.00
2.097%
50,402.50
100,039.00
semi-annual
08/31/16
1027/15
none
04/01/16
08101/21
1010121
_ _
New York Sl Mtge Agy _
Columbus OH
COnneCIICUt State
Washington Stale
64988RHG0
100,000.00
100,000.00
2.375%
semi-annual
AAA
39,956.40
39,956.40
40,000.00
200,000.00
200,000.00
2.133%
3.517°/.
40,305.20
semi-annual
02/20/15
none
12/0121
_199492CS6
20772J0N5
Al
state
state
214,954.00
214,954.00
205,804.00
208,704.00
206,810.00
semi-annual
05/27/16
01/24/12
02/15/14
04/01/12
08115/21
10/01/18
939758DL9
AA
205,804.00
4.500%
semi-annual
Massachusetts Stale
New Hampshire St Hsg
57582P2T6
AA1
state
199,744.00
199,744.00
200,000.00
120,000.00
2.090%
201,774.00
semi-annual
12/17/14
11/01/14
05/0120
64469DWV9
AA2
state
120,715.20
120,715.20
1.939%
120,576.00
semi-annual
12/09/15
07/01/16
07/01/18
6,910,508.70 local
Description
Cusip
Number
Credit
RDID #F
DIC #
Type
Purchase Price
Carrying Cost
Maturity
Amount
Interest
Rate
Current Market
Value
Interest Paid
Date
Acquired
Coupon
Date
Maturity/
Due Date
Florida St Hurricane
Minnesota St Colleges & Univ
Georgia State _
Texas State
Tennessee State _ _
Virginia State
34074GDH4
AA3
AA3
AAA
AAA
stale
279,439.80
100,000.00
26,742.50
103,089.00
279,439.80
100,000.00
270,000.00
100,000.00
2.995%
2.000%
2.970%
277,176.60
100,272.00
25,506.75
semi-annual
11/10/15
02/26/15
02/08112
07/01/13
10/01/15
07/01/20
10/01/20
10/01/18
60414FPJ3
373384RQ1_
state
state
slate
semi-annual
26,742.50
25,000.00
semi-annual
none
882722,151
103,089.00
100,000.00
45,000.00
2.894%
3.178%
4.100%
102,106.00
semi-annual
08/10/11
04/01/12
10/01/18
_880541003
928109XD4
AAA
AAA
state
state
48,218.85
22,126.00
48,218.85
46,954.35
20,907.20
semi-annual
08/30/16
02/01/12
08/01/20
06/01/21
22,126.00
20,000.00
semi-annual
02/07/12
none
Kentucky St Hsg Corp _
Fed Farm Credit Bank
49130TSHO
AAA
state
203,458.00
203,458.00
200,000.00
2.780%
203,880.00
semi-annual
03/29/17
none
07/01/21
3133EHDO3
_
AAA
US
200,042.00
200,000.00
200,042.00
200,000.00
200,000.00
200,000.00
1.180%
1.200%
200,010.00
200,166.00
semi-annual
03/30/17
07/30/12
06/27/17
01/30/13
06/27/18
07/30/18
Fed Home Ln Mtg Corp Mad Term Note
3134G3ZK9
_
AAA
US
_
Fed Farm Credit Bank _
Fed Farm Credit Bank _
Fed Nag Mtg Assn
Fed Farm Credit Bank
Fed Home Ln Mtg Corp Med Term Note
Fed Home Ln Mtg Corp Med Term Note _ _ _
RFC_SP Strip Principal Zero Coupon
Fed Farm Credit Bank
Fed Home Ln Mtg Corp Zeno Cpn
31331Y4S6
AAA_
US
114,000.00
114,000.00
100,000.00
5.050%
104,383.00
semi-annual
09/11/13
03/30/17
10/30/12
none
none
01/30/13
03/04/13
08/01/18
3133EGK87
AAA _
AAA
AAA
_ AAA
AAA
AAA
US
US
199,462.00
199,300.00
99,587.00
200,000.00
249,835.00
185,568.00
199,600.00
950,527.00
199,462.00
200,000.00
1.020%
1.080%
1.250%
199,350.00
199,280.00
99,580.00
09/24/18
01/30/19
03/04/19
08/23/19
09/30/19
10/15/19
11/25/19
11129119
semi-annual
semi-annual
3136GOY70
3133EC5NO
3134G96U6
3134GALU6
76116FAA5
199,300.00
99,587.00
200,000.00
100,000.00
US
01/07/13
US
200,000.00
249,835.00
200,000.00
250,000.00
200,000.00
1.050%
198,092.00
249,940.00
quarterly
08/23116
11123/16
03/30/17
none
US
0.800%
semi-annual
maturity
03129/17
US
185,568.00
199,600.00
950,527.00
193,204.00
07/22/15
3133EGBKO
31340OBV4_
AAA
US
200,000.00
1.300%
198,848.00
semi-annual
05125/16
11/25/16
AAA
US
1,000,000.00
955,850.00
_ maturity
11/02/15
none
_
Fed Nag Mtg Assn
Fed Home Ln Bank _ _
Fed Nag Mtg Assn _
Fed Nall Mtg Assn Ferric
Fed Home Ln Mtg Corp
FICO Strip Cpn13 Zero Coupon
FICO Strip Cpn Zero Coupon
Kaufman TX
Chaska MN
Mitchell SD Sch Dist #17--2 _
Minnetrista MN _
Savage Minn
Lake City Minn ISD #813
Milaca Minn ISD #912_ _ _
Minneapolis MN_ _ _ _
Minneapolis MN
Alexandria MN ISD#206
3136G4KL6
AAA
US
200,000.00
200,000.00
200,000.00
_
1.700%
200,012.00
semi-annual
semi-annual
semi-annual
monthly
monthly
maturity
maturity
12/30/16
07/22/15
12/28/16
07/30103
06/30103
12/29/14
06/30/17
08110/15
06/28/17
none
none
none
-
12/30/19
02/10/20
12/28/20
08/25/18
06115/18
12/27/18
02/01/19
-
313OA3XL3
3136G4JM6
AAA
AAA
A3
AA
AA _
AA+
US
99,500.00
99,500.00
100,000.00
200,000.00
1,913.04
1,281.20
100,000.00
100,000.00
1.500%
1.850%
4.500%
4.500%
99,973.00
199,428.00
1,931.86
1,292.42
97,664.00
97,461.00
15,770,438.12
US
200,000.00
204,187.50
153,656.25
93,140.00
94,480.00
-
61,821.00
104,657.00
116,702.00
40,000.00
200,000.00
1,953.10
1,312.42
93,140.00
_
31393EAL3
U_S
Us
US
US
local
31393VMQ1
31771C2G9
31358BAA6
486206KR5
161663653
606687EHO
604229KJ2
94,480.00
04/17/15
-
61,821.00
60,000.00
100,000.00
3.000%
4.000%
6.000%
3.850%
4.800%
60,774.00
103,339.00
107,088.00
40,055.60
206,608.00
semi-annual
semi-annual
semi-annual
semi-annual
semi-annual
06/28/16
09/08/14
12/20/11
10/10/13
02/15/17
02/15/23
02101/24
06/15/24
02101/23
02/01124
local
local
104,657.00
116,702.00
none
06/15/19
08/01/14
100,000.00
40,000.00
200,000.00
local
40,000.00
80465PAN4
AA+
AA+
local
local
198,018.00
103,933.00
198,018.00
103,933.00
06/17/10
02/01/11
508084DW7
598699NT9
60374YG68_
100,000.00
5.000%
104,165.00
semi-annual
05/11/11
none
02/01/25
AA+
AA1
AA1
AA2
local
106,941.00
106,941.00
100,000.00
5.650%
4.700%
4.800%
106,121.00
105,117.00
semi-annual
semi-annual
07122/11
10131/11
none
none
02101127
03101123
110,419.00
110,419.00
100,000.00
65,000.00
_local
local
local
local
72,201.35
72,201.35
68,323.45
semi-annual
12/09/14
none_
03/01/24
_60374YG76
015131LQ6
279,760.50
29,767.20
279,760.50
270,000.00
3.000%
282,263.40
semi-annual
01/21/15
none
02/01/23
Duluth MIN
W Palm Beach FL
Hawkins Cnty, TN
Tennessee Valley Auth Ser E
264438ZL9
_955116BE7
420218PL7
AA2
29,767.20
30,000.00
2.625%
2.264%
29,337.60
98,889.00
semi-annual
12/05/12
08101/13
02/01/25
AA3
AA3
local
local
101,245.00
111,480.00
101,245.00
100,000.00
semi-annual
semi-annual
semi-annual
07/05/16
10/01/16
10/01/22
111,480.00
100,000.00
4.800%
103,181.00
03/13112
03/19/09
none
none
05/01124
11/01/25
880591CJ9
AAA
local
121,500.00
121,500.00
100,000.00
250,000.00
6.750%
131,865.00
Ice Deposit- National Sports Center_
Florida St Dept Environmental
none
_
local
250,000.00
250,000.00
250,000.00
maturity
02/06/08
none
01/01/26
34160WUAO
_
AA3
state
217,800.00
217,800.00
200,000.00
6.206%L_218,194.00
semi-annual
08130/10
07/01/10
07/01122
1,514,666.90 state
3,496,465.28 US
1- 5 Years
1,797,127.05 local
Description
Cusip
Number
Credit
Rating/F
DIC #
Type
Purchase Price
Carrying Cost
Maturity
Amount
Interest
Rate
Current Market
Value
Interest Paid
Date
Acquired
Coupon
Date
Maturity)
Due Date
_Georgia State
Itasca County Minn
Van Buren Mich Public Schools
Will County IL Cmnty Zero Coupon
Fed Farm Credit Bank
3733842QB
465452GP9
AAA
A
AA1
AA2
AAA
state
204,444.00
204,444.00
200,000.00
2.780%
5.550%
6.430%
5.250%
206,034.00
2,221,355.05
103,600.00
semi-annual
semi-annual
semi-annual
12/13/16
07/12/11
07/17109
08/25/09
02126110
none
02/01/23
02/01/28
05/01/29
11/01/27
04/21/28
local
105,024.00
102,750.00
105,024.00
102,750.00
159,000.00
106,030.45
100,000.00
100,000.00
500,000.00
none
11/01/09
920729HD5
969078QM9
31331VLC8
local
local
108,003.00
308,810.00
123,196.00
643,609.00
159,000.00
106,030.45
maturity
semi-annual
none
none
US
100,000.00
31,273,459.61
424,228.00 state
6 - 10 Years
520,413.00 local
123,196.00 US
10+ Years
INVESTMENT SCHEDULE - Money Market Funds
May 31, 2017
Description
Current Market
Value
YTD Interest
Wells Fargo
I lWells Fargo Government Money Market Fund
$1,423,683.72
$1,332.32
4M
I 14M
1 1,898.421
3.68
4M PLUS
I 14M Plus
1,003,842.641
735.09
Premier Bank
I Premier Bank Money Market
1 261,083.081
269.85
Grand Total Money Market Funds 1 $2,690,507.86 1 $2,340.94
Updated. 6112/2017