HomeMy WebLinkAboutCCP 01-23-2006
... .."'....
I ;', _ ~.
',' . ~ ~.
~HlLLS'
A";; ftiIk. Qty C-.eII
WOltK'St;SSION '.
.m1- It' '-n. .
.I1IWWQUt
,II" -k1Wden
'GrlIIlI'~'
"1"'- , ~
.
. .' .Vuaut;~
S"P~~".. '.
C..M~".lIuarjt23,~'
<;.,
.A{Juda
1. Cd....~f
2:'
AJea4laltllms .
. .
A. PCII5 V.tCIPDueIl....
- . _ ..: _,-." . ~.: _.OF."
.' 2t06L1ft S~qIt~,BW._.Us
;.,t;.... W_.T~~r "Pltb'ltl~_'1
B.;~..35WC~C~~
C. Fee Sdelht.e: Fldce~~ .
~~.~
GI'eg'Brr.ttm/1'8fjiMf/I<>td
MilrtUzaSiddiqrti ".
" IIIIB
:"M- .
" : ".,3IH'..,
:'~'-:; . -;",..,,;
_;1'M
..~;ft4..
..MichetkWolfe"
~J~iinB/iJehl
. lJflJ" .. . .
&;Jmwn J;)1J"....
Mq,yoY ApltkOwiJdl}.{icJ,elle .
Wolfe .
MiCh€lldVol/e.
_PM
;\".t5-nl
.,4SPM
'D.' ~'Ardoll"~RFP
,,_.. ,,-.., ,'" .. ,.-,
E; 1006 .Cijy~ Ci4YSt'IIf{~t
,F.FralltilCase;City'~"~ts
C~l~11S
A.' C~rll"
B. C~.......'
C. COllB(l'I~herG""t
D. !\teyor ApIikoMki'
,
-,---,"""'---_._-_.~'-- "
."--,..~:.,...:......'__.,.:i:.,._'"',.__:'"._.._. .~,.C _'..' ._.
.
.
..
Message
Page I of I
Jackie Freppert
From: Jackie Freppert
Thursday, January 19, 2006 1:48 PM
timesaver02@aol.com; bob. fletcher@co.ramsey.mn.us; bulletin@lillienews.com;
cwilson@ctv15.org; dprobst@mspmac.org; etopinka@pioneerpress.com; info@mnsunpub.com;
kgprophet@aol.com; kmaltman@msn.com; mlsmith@startribune.com; smccann@startribune.com;
sschroeder@smithmicrotech.com
Subject: Agenda for CC Worksession 1/23/06
Sent:
To:
Jackie Freppert, Office Support Specialist
City of Arden llills
Phone 651.634.5120
Fax 651.634.5137
www.ci.arden-hills.mn.us
1/19/2006
.
.
.
~
~
EN HILLS
MEMORANDUM
DATE: January 19, 2006 AGENDA ITEM 2,A
TO: Mayor and City Council
FROM: Kristine Giga, Civil Engineer ~
SUBJECT: Five-Year CIP Discussion
Originally, staff anticipated a full discussion of the five-year CIP at this Work Session. A draft
five-year plan had been assembled based on the PCl ratings, recent bid results, the water tower
inspection results, and other information. Finance Director Siddiqui then began detailed analysis
of the financial impacts ofthe draft plan. It is clear at this time that the draft plan is not feasible
in its current state. Therefore, we are going to continue the financial analysis and develop a new
draft plan for discussion with the Council.
Attached are three individual memos from URS addressing the following items for discussion:
. PCI ratings (with data compiled by URS and Goodpointe Teclmology)
. 2006 Lift Station Rehabilitation Project
. South Water Tower Condition Assessment (with KTA-Tator, Inc. report)
\\Metro-inet.us\ArdenHiIIs\PR&PW\Operations & Maintenance\Engineering\2006\1-19.05 Memo CIP.doc
.
.
.
URS
MEMORANDUM
Thresher Square
700 Third Street South
Minneapolis, MN 55415
Phone: (612) 370-0700
Fax: (612) 370-13783
To:
Michelle Wolfe/Arden
Hills
Kristine Giga/ Arden Hills
Tom Moore/Arden Hills
Frank Ticknor/URS
File: 37951 005
Copy:
From:
Greg Brown, PE
Date:
January 17, 2006
Subject:
PClIPMP Discussion Items
Iutroduction
The following is a discussion of the technical calculation of PC I values for street pavements, how those
values are used in prioritizing street rehabilitation and the proposed Pavement Management Program for
2006-2016.
A, Pavement Condition Index (PCI) Discussion
Pavement Condition Indexes are calculated by computer program algorithm which uses input from visual
field inspection performed by trained technical staff. The program catalogues input from the field which
essentially includes three basic elements. Surface Distress type, Severity levels of each given distress and
frequency of the distresses observed on the pavement. Surface distresses include Alligator Cracking,
Block Cracking, Corrugation, Depressions, Edge Cracking, Bumps and Sags, Flushing, Patches,
Transverse and Longitudinal Cracking, Polished Aggregate, Rutting, Shoving, Raveling, Potholes,
Swelling/Frost Heave. I will bring an inspectors field manual to the meeting to help illustrate the distress
types and severities. Attached to this memo is a typical data sheet used to collect information to be input
into the program. We have also attached a spreadsheet summarizing the City street PCI's collected in
1999,2002 and 2005 as well as proposed and recent work completed. The computer program generates a
PCI value for a given street segment between 0 and 100. PCl's between 80-100 reflect pavements in very
good to excellent condition and no rehabilitation other than sealcoating on a regular basis is
recommended. PCl's between 56-80 indicate pavements in good to very good condition. This is the
critical zone for consideration of rehabilitation by overlay prior to falling in the next zone. PCI's between
0-55 indicate pavements in poor to failing condition.
B, Rehabilitation ApproachIPrioritization for Arden Hills
The prioritization of proposed pavement improvements throughout the City of Arden Hills is based upon
the following general considerations:
PCl values for neighborhood streets (1999, 2002 and 2005 ratings)
Prioritization given to overlay candidate vs. reconstruction candidate streets
Available State Aid and City funding
Condition/effectiveness of existing surface drainage system (or lack thereof)
Condition of underground water and sanitary sewer utilities, need for dig-up repairs
PMP Memorandum
January 17, 2006
Page 2
.
Whether neighborhood streets meet City standards for width and curb and gutter
Opportunity for significant improvement of water quality of neighborhood runoff
Major development/redevelopment projects
The 5 year ClP includes projects to sealcoat approximately 20% of the city (6 road miles) every other year
which will result in any given street receiving a sealcoat at an interval no greater than 10 years. The 2003
and 2005 sealcoat programs covered approximately 3.5 road miles (16 year cycle).
Since the development of the Pavement Management Program in Arden Hills, the life cycle of newly
constructed streets has been as follows:
Year 0: Full Reconstruction
Year 1-2: Sealcoat
Year 10-12: Sealcoat
Year 20: Mill and Overlay (top 2") and curb repair
Year 21-22: Sealcoat
Year 30: Seal coat or Mill and Overlay (top 2") and curb repair
Year 31-32: Sealcoat (If overlay received in year 30)
Year 40: Full Depth Mill, new bituminous (4"), curb repair
Existing streets that are candidates for overlay (streets that have curb and gutter) inserted into the City's
priority based primarily upon their latest PCI rating as well as the rating trend of the most recent series of
PCl's calculated for a given street. They are generally expected to need only sealcoats, partial mill and .
overlay or full depth mill and overlay along with curb repair. Some existing streets have poor subgrade
soils which tend to accelerate the deterioration of those streets. As funds permit in the future, these streets
should be considered for full reconstruction but current philosophy is to address these streets with overlay
treatments until they reach an age of at least 40 years.
C, Proposed 10 year PMP Improvements Summary
We have revised the proposed neighborhood pavement improvements over the next five years based upon
the recent Pavement Condition Ratings calculated by Goodpointe Technologies this past summer. We are
also projecting neighborhoods out to a period of 10 years however anticipate that some of these
neighborhood priorities may change as a result of future ratings and other forces and issues affecting the
decision to rehabilitate. Estimated project budgets have been included for the first 5 years of the ClP.
2006 - Reconstruction: Ridgewood Neighborhood
. Neighborhood process has been completed through public hearing
. Current PCI average ~ 40,8 (2005 rating) (excluding Ridgewood Ct.)
. Need for watermain and forcemain reconstruction
. Potential for water quality enhancement to Lake Johanna
. Estimated Roadway project cost: $1,114,000
. Estimated Drainage/Utility project cost: $650,000
. Estimated Total Project Cost: $1,764,000
2007 - Mill & Overlay: Brighton Way, Arden View, Lametti & Bussard
. Currently lowest PCls within overlay candidates
. Displaces Chatham neighborhood from current plan
. Roadway Budgeted cost: $520,000
. DrainagelUtility Budgeted cost: $165,000
.
.
.
.
PMP Memorandum
January 17, 2006
Page 3
. Total Project Budgeted cost: $685,000
2007 - Sealcoat: Red Fox, Ridgewood, Chatham Neighborhoods (inc!. Fire Station #1)
. Project Budgeted cost: $90,000
2008 - Reconstruction: Snelling Avenue (+ Cummings Lane, North Snelling?)
. Snelling Ave. deteriorating rapidly
. North Snelling in extremely poor condition
. Eligible for State Aid funding to offset costs
. Ability to construct trail(s) along either side (not in budget)
. Potential for Roundabout at County Road E
. Current PCI = 35.8 (2005 rating)
. Potential for water quality enhancement to Lake Johanna
. Potential to realign North Snelling access to Snelling! Arden Place?
. Roadway Budgeted cost: $1,600,000
. Drainage/Utility Budgeted cost: $345,000
. Total Project Budgeted cost: $1,945,000
2009 - Mill & Overlay: Wedgewood, Brueberry, Parkshore, Katie, Jamie, Karth Lake West
. Current Average PCl's 69-74
. Anticipated Average PCI's in 2009 55-65
. Project Budgeted cost: $865,000
2009 - Sealcoat: Brighton Way, Lametti, Snelling, Glenhill, Colleen Ave
. Project Budgeted cost: $87,500
2010 - Reconstruction: Glenarden Neighborhood (including North Hamline)
. Current Average PCI = 37.5 (2005 rating)
. Potential need for watermain and forcemain reconstruction
. Potential for water quality enhancement to Lake Johanna
. Last neighborhood east of Lake Johanna without C&G
. Roadway Budgeted cost: $1,800,000
. Drainage/Utility Budgeted cost: $565,000
. Total Budgeted cost: $2,365,000
20 II - Mill & Overlay: Chatham Neighborhood, Connelly, Benton Way, Harriet, Pine Tree
. Anticipated Average PCl's in 2011 near 50-65
. Current Chatham Nbhd A vc. PCI 79.8 and stable - may be dropped from list if
steady
. Harriet and Pine Tree eligible for Stale Aid
2011 - Sealcoat: Wcdgewood, Brueberry, Parkshore, Katie, Karth Lake West, Glenarden,
Glenpaul, Jerrold, Prior, Edgewater, Beckman, Sandeen, Grant, Noble,
Shorewood, Lake Lane
PMP Memorandum
January 1 7, 2006
Page 4
.
2012 - Reconstruction and Mill & Overlay: Floral neighborhood
. Current PCI average = 50 (2005 rating)
. Street conditions widely variable throughout neighborhood
. Some streets without C&G or drainage
2013 - Mill & Overlay: To Be Determined
. Based upon PCl's collected in 2008 and 2011
2013 - Sealcoat: Chatham, Connelly, Benton Way, Harriet, Pine Tree, Hunters Ct, Waldon
Floral Neighborhood, Ingerson, Karth Lake East, Edgewater
Neighborhoods
2014 - Reconstruction: Thorn Drive + Valentine Neighborhood (M&O Janet Court)
. Current PCl average = 41.5 (2005 rating excluding Janet Ct)
2015 - Mill & Overlay: To Be Determined
. Based upon PCl's collected in 2008, 2011, 2014
2015 - Sealcoat: 2013 M&O streets, Thom, Valentine, Red Fox, Ridgewood Nbhds
2016 - Reconstruction: Glenhill neighborhood
. Current PCI average = 62 (2005 rating)
. Project would be done in conjunction with Roseville
. Potential to enhance Lake Johanna water quality
.
Streets remaining to be reconstructed (those without curb and gutter, drainage infrastructure etc.) after
2016:
Glenpaul, Jerrold, Prior Avenue
Grant, Noble, Beckman, Lake Lane,
Gramsie, Crystal, Venus, Glenview, Rolling Hills Rd
.
.
.
.
URS
MEMORANDUM
Thresher Square
700 Third Street South
Minneapolis, MN 55415
Phone: (612)370-0700
Fax: (612) 370-13783
To:
Michelle Wolfe/Arden
Hills
Kristine Gigal Arden Hills
Tom Moore/Arden Hills
Frank Ticknor/URS
File: 37951 005
Copy:
From:
Greg Brown, PE
Date:
January 17, 2006
Subject:
2006 Lift Station Rehabilitation Project Discussion
Background
The largest outlay of sanilary sewer funds over the past 7 years has been for the systematic refurbishment
and standardization of the City's oldest lift stations. To date, lift stations #2, #3, #4, #5, #6, #7, #8, #9
have been reconfigured with submersible pumps and updated control panels which are SCADA ready.
Lift Station #10 was rehabilitated in 1990. Lift Station #14 was constructed new in 1995. Lift Station #3
was rehabilitated at a project cost of $60,000 in 1998. Lift Stations #4 and #9 were rehabilitated at project
costs of$140,000 each in 2005.
2006 Lift Station Rehabilitation Project
The remaining four lift stations (#1, #11, #12, #13) were combined into a single project which was
designed during the fall of2005 and bid on December 20,2005. The project base bid included stations
#11 and #13, the project included a bid alternate for stations #1 and #12. The stations identified for base
bid vs. bid alternate were based on recommendations from O&M staff.
Based upon the low bid received the financial implications of the project break down as follows: The
project cost for the replacement oflift stations #11 and #13 would be $355,000
Thc project cost for the replacement of all four lift stations would be $655,000
The budgeted amount for the project in 2006 is $560,000.00
Upon detailed review of the bids and discussion with Contractors, the bids tended to be high only with
respect to the actual pump system item. The site work, manholes, valves and electrical work was generally
at or below estimated costs. The pump systems were approximately $10,000-$15,000 greater than
estimated for each station and significantly greater than recent costs. The reasons for this significant
increase were given by the pump supplier as higher costs for tjve year warranties, pass through of
manufacturer's cost increases in November, 2005 (15%) and higher labor costs for installation.
The City received six bids for the work. Therefore, we believe the costs as bid are accurate reflections of
the current market. For this reason, rejecting the bids and rebidding the project (or part thereof) would not
likely reduce project costs; there is greater likelihood of higher project costs based upon recent experience
with this type of work.
Lift Station Memorandum
January 17, 2006
Page 2
As part of the standardization ofthe City's lift stations, we have specified two compatible pump
manufacturers. 1 believe we would see some reduction in the pump system costs if we rebid the project
with a wider field of pump suppliers. This action would complicate maintenance activities in the years to
come and would conflict with a central goal of the lift station rehabilitation program which is to increase
standardization. The Operations and Maintenance staff do not support this option.
Next Steps
After consulting with City staff and reviewing the most recent financial data, we cannot recommend
proceeding with four lift stations at this time. Remaining options are to delay all four lift stations until a
future year, or proceed with the base bid and do two lift stations. Staff is requesting additional time to
analyze cost implications overall to the sanitary sewer fund before making a final decision. The terms of
the bidding require that Contractors may not withdraw their bids for 60 days from bid opening. Based
upon the bid opening for this project the Council will need to take action regarding the bids no later than
February 13, 2006.
.
.
.
.
.
.
URS
MEMORANDUM
Thresher Square
700 Third Street South
Minneapolis, MN 55415
Phonc: (612) 370-0700
Fax: (6]2) 370-1378
To:
Michelle
W olfe/ Arden Hills
Copy: Kristine GigaiArden Hills File: 31809363.04101
Tom Moore/ Arden Hills
Murtuza Siddiqui/Arden
Hills
Greg Brown! URS
From: Frank Ticknor P.E.
Date: January 17,2006
Subject: City of Arden Hills
South Water Tower Condition Assessment
The City of Arden Hills approved KTA-Tator Inc. of Pittsburgh, Pennsylvania to perform an
inspection of the South Water Tower on November 17, 2005. The inspection included the
evaluation of coating conditions, structural conditions, safety concerns, sanitary concerns, site
concerns, and overall observations. A report has been produced by KT A- Tator Inc. which
summarizes all the findings as well as provides laboratory results for all coating samples taken
and finally evaluates and provides recommendations for the South Water Tower.
Please review the attached report for the complete results of the inspection. Provided here is a
brief summary of the findings. Overall the South water tower is in very good condition and no
immediate action is necessary although there are some items that should be addressed within the
next two to three years. Below is a list of recommendations to consider along with cost
estimates:
. A security fence around the immediate tank with access gates should be placed to reduce
the chance of contamination of the tank contents or vandalism ($24,000)
. The ground around the tank's foundation should be graded so that the foundation
projects 6 inches above grade with the slope of the grade away from the foundation
($2,200)
. Exterior Coating is in good condition although there are areas oflocalized corrosion.
All areas of localized corrosion on the exterior coating should be spot repaired ($13,500)
. A stainless steel screen should be placed over the overflow pipe's outlet to eliminate the
possibility of wildlife entering the tank ($400)
. Interior Coating of the pedestal and the Exterior Coating of the bowl is in good condition
although thcre are areas oflocalized corrosion. All areas oflocalized corrosion in the
interior coating should be spot repaired ($7,900)
. The existing tank vent is not a clog and/or frost resistant design as recommended by
A WW A standards ($7,000)
· Interior Coating of the bowl has areas of localized corrosion and KTA-Tator Inc.
recommends spot repairing of all areas of corrosion within the next three years ($13,500)
The Operations & Maintenance department is evaluating the inspection report recommendations
in order to produce a schedule for the recommended water tower work. Also, there are certain
items that the 0 & M department may be able to perform themselves reducing costs.
Also provided by KTA-Tator Inc. was an estimate for an aesthetic overcoat of the exterior of the
water tower if at some point the City wanted to paint the Arden Hills logo on the tank. The
approximate cost for that work $98,000 but is not required at this time.
.
.
.
.
.
.
'C
o
o
~
(;
"
~
'"
0;
z
>-
III
o
E
~~
Eg
~N
em
o.~
Eil
- E
~ ~
~ 0
-gz
13s
'" ~
'Co
~ ~
~ 0
1ft ';)
'ut ">
>-~
.a:
~
"
'"
~
"'
~
a:
;;
~
en
~
o
o
N
.
"
.
~E
~.
0>
NE
o
-E
8~
N~
C
.
~
.
"
.
~ E
o.
0>
Ne
888gg~
~~~~~g
:g 2l ;:g ~ ;:g 0
oooooc.;'
"'iU<ii(ij(ij(ij<t
<Il <Il <Il Ql <Il_
UJ UJ (f) f/)(Il Z
@~@*~~
u
~
g"""3333
080000
~~<;::!~~O;:':J
c c:: <:: <:: <:: <:
o 0 0 0 0 0
'-' '-' <.J U U <.>
<Il <Il <ll '" Ol> <Il
c:a:a:a:a::c:
f.5;!~'<t~1O
N2
o e
o.
N E
o.
- 5
8 "
~E
0'"
ocr
03
"
mD
m_
~~
co ~o;.on <0 '<l"
r--.C\I>OC'>(\j......
m2
me
m.
-E
o.
- >
~o
m"
~E
1'_
. .
-es
,,,
u
~
o.~
.~
~
gcr;fe~a';8~
<.o'<:tC\lMC\lC\I~
oJ.>':
> "
<ll <:( 5
~ .c o.Df CL
Cl)Q)55"5.-o;<0
~iii.~,~~~~"iii~
a:~(j)w...Jci3:~,'g
<Cnoo<lluoE
:;twi5jbjj ~S: "m
~ ~ ~ ~
~ <c
"'-
w
cr
'"
o
o
o
I
cr
o
ro
I
'"
W
z
g
!'i
~
.
.
'-',->O<.JUUUUUUUU
<:: c c:: <:: <:: <:: <:: C C <:: C <::
000000000000
~
~
.
.
~
.
~~
o
'EE
00
<Il III ~ ~
> >
cc~~cc5885'-1U
gg6><Il~g~:;;'3:::Ql<::
cC<::cQj<<i EE<<l-~
<11",.= - C <Il <Il
E E <:: <::
..
...... c '<I),
8c<l.lg<l.lm,~
3=<IlE:;:~c
Q),-Ql4:l.=;:
u
~~
~
r:
.
>~ ~
I:J~~~
ov.o<l>iIl
~
~
.
."
o
o
'"
'"
.8
E
.
>
o
z
;;
1ii
c
c
o
.~
.;;
.
a:
e
. ~~
IDCI'--I'-
;;~O
(\] ~ --- '1;"lii
o U<\l "''''
.;; E 888 88
o~ ... ..
o. ... ..
wE
.
'"
"
c
.
~ E
0 .
~ ~
5
"
~
~
~o
oo~ ~
g~
-
0
~
~~
00
o.
NE
0 0
- >
8 ~
~!;
W
rr
N~ m
0
g~
0
~
N$
00
o.
WE
0 0
8 ~
g,g
oW
orr
o~
N
~~ ~
ffi_
mo
-~
m~
me
m 0
-E
.8 ~ .
_ 0 ~
m~
mO
-5
u
e ~ 0
ns~ ._",_ " e
~ , 0
,,,
0
C W
m~ 0
e~ -
~
0
0 > "
>
W eW'" ~c!9'
n ~"'o ". 0 "
n !; ~
0 .
I .
'"
0
.
I
"
ill
z
E
"
o
.
.
m
E
e
o
I
o
o
"
~
~
"
<;:0
o
e
~
;; c;;;; 0(-. ~
(\I(\I<:\I<:">.IN",(\/
g8~88Qjg
OO{)()otjo
~1'l~~]~~
~~~~~g~
00000(\10
C\INNC\/C\j!:N
.!:.!:.!:.!: c.~ c
C C C C c .2 c
Q 2.2,2.213.Q
-0-0<:>'0132<3
22222'"'2
~Fi~~~8Fi
~~~gg~~
a:a:o:o:a: II:
C\l<'.l<n""I'-Ol(l
..,....,.."'(\](\1....'"
NMC"JO'<t M
<Ol{}<OC\I""~_
~~(b::;;J;0)~
m m m
]~~~~
(f.l"(ttu)'liiw
_3~~L_
a~~n~a
o(lU)oIl(J)""
~ " "
~~miDm~~
~~LO~~*&;_
N"'___<:O<O
~
'0 _ ~ ~ ~
o:oc<:_<(<:( 4)
~~~-:;:~c~ai~
<u<u~~-2SQjEgi
jj2t5&~~~(;E
l.!ll.!l Z z ;-~ .~
"
.
1OlJ)1O~
___0
000(\1
~~~<ii
<II <<I <Il Q)
Q)Q)wU)
(fllf)(/);;,r
~~~-
__""'0
OOON
~~~!:
~~~~
~'@~6
o 0 0
u '"' '"' ""~Kjfl;ffil
Q)Q)W=
~o:o:~
". "'~
00;
WWN
ni/ii(ij_
Q)Q)oJ)<tI
Cl)U)U)~
I" I
l(lo)<DN "'"
N<".>l(110 ci
.
~
;
t:r:~[;:;
0;;;;5
0000
N(\]NC\I
~.,:;:,;:.
25 ::g g: 8
Gout)
'iUni<il<<i
Q) <ll oJ) oJ)
(f.l[/}UJU)
!i
;p
N I'- (')~IV%Ii\
(') r-. <0 r--[,?'1~
<;;0;
mm
00
~ ~ kX4F:
o
._ ._ __ c
lDlD!OO
o
o ~..... L(llf~h:
;;; r- ~~I~F
q,lt ~
0.a: ~ _\:e
~ ~ c'3 ~:'ai ~
-E +: w <1)0."0
"*j!~~fl
> ~ * .~
> "
.
mm m
888
WWN
(;j(ij(;j
o 0 0
000
m<<i<<i
" . .
wV>w
o
.......-vo 10
r--cor-- ";i
~
.
~~;'l
00
88
NN
~~
Z Z
00
<tin:;
" .
w"'
~ ~ ~
m m m
m m m
000
"'''''''
~~"
_"!::."!:::'"
ro '"''
~OM
mMO
co~~
~tici
~"'u
e c 0
ro " 0
E " ,
..:.:1'!::!'
o . 0
Jlwc7.i
"
~
"
>
"
'b
!
.
.~
"
"
.
.
.
~
o
o
N
oi
l;
"
E
!!i
o
z
S
~
o
.
o
.
~~
0>
~~
;;;.s
Ou
O.
~ e
.
n:
8CllCl>O>CI>O'>O>
088888g
C\lC\lNNNC\lC\I
.... ~............
n1n1rt11ll "'<II'"
0000000
uuouUoO
mmlli<il<;illi(ij
<l>QlQlII)Q)<U<Il
Ul(/)Cf)(/)CJJU)Vl
"
E
.
~ E
o.
~ ~
E
o
~
u
:g 8
g~
~
<") C\I 0 ""' <.D N 8PEf~1
to oJ '" -.!" <'l 0'> ....[",0:181
o
~
v2
00
O.
~E
o.
- >
MO
o~
o~
~E
"'
~
~8;""'<t<DO<DM'<tg
N-'>t--"'.....<'"J"<I"Cll.-
U
~
~
o C\I2? 8000000
"iij 8 ~ oggS8S8
'S C\I E ~~~~n~~~
~ ~~8888888
~~~~222m*
- (f)l.I)ifJ r.fJ fI)(lJU)
0"'
@~
m~
m_
:'2~
;!~~g~gg
m2
mo
~.
- E
o.
~~
:'2~
~~~
m~m
~mm
000
~~~
:>:>:>
1?~
. .
~~
~ ,
,,,
o
o u
miiiiiiiiiiiiaa
00
~
,,~
.~
~
~~2~O;~1:Ot
~",::O;:>~LO:::lD
"'
o
o
o
I
~
o
W
I
"
iU
z
Q) Q) ~ ~ ~ ~
>>Il><(<(<(<(
~;~~~~~
~5&~ijj~~
" i!ia~iB
~
~ ~
~ ~
~ m
8~
U 0
. .
~~
mm~
000
000
NC\lC\lo:'-
.!!!.!>'Eg
a;Gi.lii.:::
0008
'O-ono
c C C Q)
"'<II",a:
~~~
<00 MN
lI')"'l'-<D
g
ii)
~
gj
lli
ww
m~
{ij(ij
. .
. .
ggg<(
888z
giilg~2
'0_<01.1).('11.
~
::
,.;
.<0,
.
"
0000000000
C\lC\lC\lNC\lNC\lC\lC\lC\I
(;i<<iliiliilii",O<i{;i<<i'<ii
o 0 0 0 0 0 0 0 0 0
u <..I 0 <..I U <..I <..I <..I <..I 0-
Ojro(ijm"iiiro(ij(ij(ijOj
Q) Q) W Q) Q) Q) Q) Q) Q) Q)
(/JU){JJIJ)(J)(fjrnU')WfJ)
~
1O~\l)\l)\llll>
2c6222g
.s~.s.o:;.s.s
3 .!:=l~ 3 '3 ~
O<;iouoo
*8**~*
CI)(ijU)CI)U)[f.I
.
"'
~
o
~
o
o
"
.
"'
8888
NC\lC\lC\I
1;i~~~
00 0 0
uuoo
liilii<ii<il
Ql v Q) <1>
CI)(/)CI)(/)
<!)a:lMO>",,""'.-OlN<D
"tMC\I"tMtDcrl"tC\lM
i!l
~
c;;r:~~~~
it
[(i,
~
':11'
~
o
o
~
"
~
"
MMMt')
gg88
C\IN~N
0000
O/I06ood
::2::2~:2
~~~R~Rg~R;g
:y
~
~
C\IOllOMtD.....
.....a;)<O<DNl()
88gggggggg
~~~%!~~%!%!~~
~ ~ ~ ro ro ~ ro ro ro ro
00000 0 0 000
Ul)U()Ul)U()U()
n;n;<;i(ijn;<;i"iij"iij(ij"iij
oJ) oJ) oJ) <1> oJ) oJ) <l> ~ oJ) oJ)
(f)(f)(fj(fj(f)(f)(fj(f)(f)(f)
~;;,;ro~~~~&l~~
C;;~~g;g;~~g;C;;2
eeeeee:::::eee
0000005000
~~~~~~~~~~
v
~
m
~
~
"
o 0
'!:: '!:: '!:: '!:: '!:: '!:: <: <:.'!::.~
[(JWWWlDWa OlDlD
00
NOOOlt)OLf)OOO~
~~~~~~!:?~~~~
TI >V _ Q) <l> oJ) a>
oJ);s!a:>oJ)l)>>>>
~.........,<{> <{<{<(<{
:@.~I.~~.~~~~~
.., ~.s e: ~ ~:~:~~~
U"&a>a~lft)~
~
"
;!
'"
o
o
'"
'"
.8
E
"
>
o
z
~
'"
Q
o
o
'm
.;;
"
'"
000;;;;0
NNC\lC\JC\lN
o
.
mE
- .
0>
q~
,;;~
Ou
~ ~
.
ii:
~ -........
<tI '" m <tI <U '"
000000
OOOUUO
mn;<iin;"iij"iij
'1) Q) W Q) Q) W
~~~$Q~o:e
mo> 0> 0.0>0>
888888
C\lC\lNNNN
<: S S.S.S <::
(\J<U<llnl"''''
-;::;:;-;:::-.::-;::-=:
Q)Q)Q)<ll'llQ)
>>>>>>
oooooorr;L::J
01'101'101'101'101'101'1::';[::1
~~~~~~
.
o
.
~ E
o.
0>
N~
~
E
~
~ 0
00
~~
i3
n.
MO>LtlmLtlO>
<O<DOCl<Droa;>
1\ ~
o .
~ E
o .
g ~
~~
~
o
q~
g~
"
n.
OOll!)OO_
1'-1'-<0(0<00>
~"
00
O.
~ E
o .
8 g
g~
8- ;; -8 :0 ;; ~ol~~
o 000
~~~~~~
III '" <tI m <U III
000000
'-> '-' '-' 0:;. u u
m"i;J(ij<ijIij"iij
<ll<l>oJl<ll<l>Q)
V)V)fJJU}U}(/)
0'"
00
~? '<T_NI'--.t"O
0..0 ro roCQ oc CO m
m_
m"
-n.
m_
m c
mw
- E
o.
~~
~E
<,,)M<"l<,)(,)(,,)
mmOlmmm
;:>~ee:!.'e
000000
01'1 01'1 01'101'1 01'1 oil
~:2:~::2::;;::2
~ "
<<1<11000'-'00
eg656666
::lCJ U0UUUQ
"
~
&.... <0* ro -M"':5
5lJ.. !i>~~:g;::~~
'"
o
o
o
I
o
o
m
I
"
W
z
. ~.... N 0
G"DU) U 5 S.,';
oJ) a:"D'- =..;.;.>
~~ gIXXJ!.:<
-'.0;= g:~
€.iv~~~: 1::
!l o~~~ ~
:e
~
it.
~
;;
~
"
o
U
..
w
~
:0
~
E
.
,;
>
o
~
.
'>
v
~
~
"
~
.
o
U
..
.
~
~~
ao
~~
..
o 0
00
M~~
;;~~
~--
TUOe
O~~
u S .S
.. >
. . .
'" " "
. .
00
u u
o 0
. .
~~
o
o
2~~
II'i
2m * MM
OCl)MUl<')88
~2f~~g~~
oo~o-;:. 0 a
U~:!:~<lfOO
<:a8ui58<iilii
<Il '-' <.) '" Q)
(I) ~ c; U}(f)
ji;;
~
l!'
16
g
+
~
ro
I"
~
m
~
o
~
~
g
o
"
m
~
~
N
!;
c
o
~
w
~
:e
~~~
~~m
o
N
m~~
~oo
~ro
mm
mm
~E
~~
~~
u
o
o
o
u u u
o 0 c
o 0 0
u"u
o
00
.
~m~
~~~:H
G
.
.
~
I
5
~ Q;,.
:a::~C oIIt
5:::R(i~
-o_!!?~ '5
rti~~-b:E
:i::r:n:
"",., """'''''[') "''''
00000000
C\IC\1C\1C\1C\1C\1C\1C\1
<ii<ii<ii'lU<ii<iiiii<ii
o 0 000 0 0 0
uuoouoou
00 rororoti:i nirti<li
alal<1><1lalOl-<1l<1l
~~~~~~~~
;;::;;;00000
C\IC\1C\1C\1C\1C\1C\1C\1
~ S ~ .S .S S S S
If'l
J:i
C\IOlll)<ot-..MO>ro
t-..r--ror--OClOl<:o<;l>
~
q:l:
gi
R
*
"''''''''''0Cl<D <0
OlOla;.O>O>CIlOlO>
rtiti:iliirtirti(ijlijlij
<U <U <I) <I) <I) Ql al <1l
~~~~~~~~
Q!Q!g>g>g>g>g>g>
00000000
oOoOo;:Io;:IododO/lO/l
~:E::i::?::?::::i::2::2:
uuoouuoo
~~~~~c:c:c
00000000
UUOUUUOD
g~'<:tC>80"'1O~
C\I~:ggC\lCllf;;<o~
"
~ C\I', 0
--: ~ "" '<:t . ~ r::: c' n.
~ ~ ~ ~ 0 (}....I ....I" _~
<:l:<:l:<t:<t:EE:ii:ii'iii<f:
EEEEOlOlt5t515:u
OlOlllllll;;;;;;nll1l~~
~~~266~~'
0000 ~::: ~
"
~
m
~
M
:0
~
.E
.
o
U
.
.
'"
oJ
:0
~
.E
"
.
>
o
~
'>
[') "''''''' MM'"
~~~~~~~"'MM'"
~ggg2ggo~oo
.S.!: .S .S .S .s.o;. C\I g C\I C\I
"iii"iii"iii<ii<ii~<agg~~
88888880000
rtini<ii<ii<iinirti~~~~
$J:J:~J:J:J:u)0000(J)
C'iC'iC'iC'iC\lciC'iNNN
ggg~2gg222
c c c c:: c:: ~ c.s.s.s.;;
.-.-.-.-.- '-tstststs
<IS nl nl <IS <IS <IS <IS ~ ~ ~ ~
tt~~tt~~~~<;j
>>>>>>>cccc
00000000000
:~~~~~~&&~~
~:::~~~~:::
m
~
~C\IC\1~MlO""'..."'C\I'"
""l""---O>""l"CIl<,)""'CJ:>"'<D'"
MM
88
~N
rtirti
. .
"'"'
m
~
8
~
..
.
'"
~
ro
a;fCl~*;gf,n::~:fl~~
~
..
.
'"
M
m
o
~
~
~m
m<; ""
alal<OOl
00(J}0l~
gcimo
0-..000;:1
o<:l~ :::!'
~~
~
m
"
:l:Ji
ni":
.m
"'0
~
~
MM
mm
00
~~
~~
o
c
o
U
o 0 0 0 000
55855550000155155
UQOOUOO
~
~
lOa>OCl..".""O<DIl)"''<:tro
~~~g;JfCl@~~~c:;~ri~,
i3
'3
~
.
~
c;
ci::;~~:c:o.~.~.=.~ ~-
~uu:t,L=~o<;;;o~ .,..
~ c C <IS nl <IS 0 <ll E al <I)
.~~~~E~U::m~~~
IDcozi:?: ..,
:e
.
000
~~N
332
,,"U
(ijrtirti
. . .
"'"''''
cicio>
000
000
NNN
.!"!!!!.!"!
Q; Q5 Q)
<3<3<3
u~n
o C 0
. . .
~~~
~
oomo
~~ro
.
N_m
~m~
~"'~
oomm
o u u
C 0 C
000
"u"
g~;;;~
C\I<OlO;!
<D:>
~.5~ :;l
~:U5~
<ll-g~t-
"0 2 -t;>'
~ m D'!:e
.
~
.
.
.
c
.
~ E
- .
2~
o
;;;.s
Ou
o.
~ c
C
.
a:
.
E
.
o E
~ ~
0
~
~ v2
0 0 c
C O.
N NE
0< o.
;;~
~ o ~
O~
., ~E
E
~ "'
0 ~
z ~O> ~
.& 0 ~
gD 1;j
m "
0 ~
~
0 ~2
.~ 8 .
"
. ~ E
a: 2 ~
0 e
0
0 ~
~
0"'
o~
00> ~
~ ~
"'D gj
~-
~~
~2
~c
~.
- E
o.
- >
_0
~-
e.s
u
c
.0;
D~
_ 0
8"
~
,,~
.~
~
"
~
"' ~
0 ~
0 "
0
I ..
IT: 3:
0
ro
I
'-'
W
z
.
E
.
mE
~ .
0>
~ 0
o "
;;~
8~
N ~
o
.
~
o
.
mE
8 ~
NO
n
1;
o
6
~
m 0
00
'"to
"'
o
o
'"
.;
1i
E
~
>
o
z
ji
m
"
c
o
U;
'S
c
'"
3E
ov
~ E
o v
- >
~ 0
0-
gE
"'
a:
NO:>
o
o~
N_
U
a:
u
liQ5
5~
u
~
"'~
o~
.
~
'"
n
n
o
I
a:
o
m
I
"
W
z
000
NNN
ninini
00 0
OUU
ni/iiOi
. . .
"'''''''
0> a; 0;
888
NNN
. . .
;:;-.:;:;
. . .
> > >
000
-g-g-g
. . .
~~~
~mN
~mro
u
a:
MNO
~mm
[+1
mm~
mmm
m
m
"
~
00 U
~ 8 8
uuu
~~~~
~~-
<3
a:
G5i'3'(ii~
~.~ -$ o~
~~~~.E
o
N
mrno>Ol
0000
0000
"I<:\INC'\l
c ~ _= c
'@~~~
o 0 () (,J
'iiirii<ii<ti
o1loJ:lQl<ll
(f)U)(f)fI)
::;
'"
~
<D~<D"l
Ol<X>a:Jm
~-
a
:2
"'''''''''(0
0>0>0>0>
0000
0000
0000
<\I"INC\!
~la~~
000 0
UllUU
~~~~
ro
$
to cSt--
m",~CQ
88**
~~~~
0000
""""00
::i<::2~&
U <J 0 <.>
C C C <:
o 0 0 0
ouuo
~;::g~8
N~'V~~
"
<3
00 l:l..
'" '" ~ oJ) _~
~~o<J::>"a;j(
~ ~ ~ ~~j
~ ~ ~o;::
~ ~ "'^ ~
N
1""1"
~
N
'"
~
M M M
" ;0 ;0
N N N
" " "
0 0 0
0 0 U
" " "
. . .
'" "' '"
~ ~ ro
~ ro
~ ~ M
0 0 0
0 0 0
1,; N N
1l ~
0 0
u u u
" " "
. . .
'" '" '"
m m 0 1:l
ro ro m .w
~
"
m 0 0 R
m m m ~
""
g 0 -ffj
0 5 5
u uo
~ mN "'
m o- J;;
~ mm ~
- N M <3
z z Z 0-
.
t t ~~-~
<>: <>: <>: ~
~ JE ~t~
l' " " ..
0 0
'" '" '" "
N
N
Oi
;i
m ~
0 0
0 0
N N
" "
0 0
U U
~~ " "
. .
00 '" "'
00
NN 8 8
" " 0 0
0 0 N N
UU " .
" "
. . .. ..
"'''' 0; 0;
6 >
0
" u
0
. .
" "
.
O~ m ~ ~ N N_
ro m m ~ m ~ m~
~
0
0 .
1,;
0
u
"
.
"'
mro ~ ~ m ~ ~m ;~
~ro m m m ~ rom ~
-
m~ ~ m N ~
~~ ro ~ ~
~ . . . . .
~ . . . . .
~ {/JO>(.I)OlIJ)Ol(J)o>ifjOl
S .0> _0> ..0> _0> _m
<')OlMm<nCI'Jmo>""m
. "'..-0>....0>....."'.....0>....-
0 0>:;::'0):;:'0:0:;::.",:0:.0):;:'
U .,...(11,.... (ll..--(II.,... <11.... III
-0_0_0"'0_0
" S1u~u~o~u~u
.
"' " " " " "
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
uu u u u u
~~ ~ ~ N ;0
-~ N '" M
m m N N ~
N ~ ~
"':0 Ci Ci Ci Ci
n.
o~ . . . .
a::r: . . . .
;; ;; ;; ;;
En; 0 0 0 0 .
. . . v .
~ 0
a: " " " "
<>: <>: <>: <>:
M
N
.
.
.
'"
o
o
'"
'"
~
E
~
>
o
z
~
1ii
c
~
o
"
"
~
a:
.
c
Wo:'lMMMMMMM
~~aOOOOOOO
g~~~~~~~~~
2~.~r.;.~.~-';<U<G;';
If}~OOOOOooo
2a:.;.;~~.;.;~~
,~ c <l> W a> '" '" oJ) oJ) V
,;:(/)(fJ(f)(f)f.lJV)U)(f)
.
~
c
.
~E
o.
0>
NO
"-
1;
c
~
2gO'}~o8NOllf}"-
g~<Oo)<O~OlO)t1)'<t
o
~
3~gg8g8g
OOlC\lNNNC\lC\l
<\IE"':;':;':;'''';:'
o Ql '" '" '" '" '" '"
;;;~888888
gl5.!ij(ij(ijlili:i<li
N E oJ) oJ) op CI> oJ) oJ)
- r.n1llU)Cf) (fJ(f)
'"
~
g=:'<tOl<Dg<OOlN<,,)
OEmOlO>.,...o>o>I'--r-..
N_
O
~
3E
o.
NE
O.
- >
g ~
gI
0'"
Orr
~=::..... <0<0 g..,. g..... <0
o>J5mo>m.,...Ol~/'-r-..
m~
mO
-~
m_
m c
m _
- E
o _
- >
_ 0
m~
m 0
-1;
~ ~
. .
~S
,,,
u
<> <.> u <.l <> <.> u u
CCCCCcCC
00000000
OOOUUOUU
~
0,1- <o2N I'--...-C\l f'-. ~~
~u. [;::j~~g~IUi~~.,...'$
~
a
o
N
"
~
o
.
.
~
l~1
cl~1
-~l[l
mm
~~
00
~~
"''''
u
og;-=:;<l>~~: ~
c<i~<';~';:~~!ii~
:J~~:il"'~OOO't:l
Q4>~oEE~;ah1!
:?:8uu~~'g'g- Q)
~- ;::
~
o
o
o
I
~
o
m
I
"
W
z
.
N
~
~
ci
~
:0
-~
~
m
m
S
.
o
o
..
-
~
o
c
o
o
~
N
;;
N
c
<l)>.t)I{)lJ)1!)
00000
NC\lC\lC\lN
c.!:::.s c c
~~3~~
<> '-' <..> <.l <>
lilli"iU<i"iii
a><D<ll<llW
(f)(f)CI)WfIl
":,,.,,:,,:
C')<?Mr?
aaaa
NC\lC\lC\l
.
o
o
"
.
'"
-:g~~.g~
Q><I><l>oJ)Q)
:> :;. :;. :;. >
00000
-0-0-0 un
c<;ccc
"'Ill"'''''''
~~~~~
~
m
~
"'
m
M<Om mOO
t1),..............00
'"
~ ~
m m
NO>'DCOCl)
<0<0110<0<0
MMMMM
mmmO>O>
~~~~;?2'
00000
O/lododod<<l
~~:ii~::?:
..
;::
~~
o~
"m
"
~
iii
fg
~~ ~
~~
mm
mm
CC
o 0
U 0
. .
rrrr
o 0
c c
o 0
UO
o "'ill
~N
~m
~~.N
~~ 0::~
ai a) ~,<,..~
~~~,<C
~~k~
o 0.','..
iOei5\Qi
;::
,
N
'"
o
o
N
'"
~
.Q
E
~
o
z
~
;;
"
~
o
.~
'>
.
a:
.
~
~E
~ .
~ e
o
~ E
~-
Ou
o.
NE
.
~
1'-1"-............
0000
0000
0j('\JC\J(\j
c:.S S s
iii",,,,'lij
o 0 0 0
0000
<ii<iiltim
al<ll<l>ill
(IJ (f) (/)(/)
.
.
.
~ E
o .
o >
N 2
~
lOl!)l/llOUOO
88S8g:g
(\jNC\J~iI~
0006"'Ot
oO""""u~u
~::?=::?=~E~
.
cr
~
E
o
u
~o
00
0'-'
N
MI'-Ol"'......'"
1'-l!)l!)"","NM
D
13
~
~
8 .
N E
.2 ~
~ 0
o~
00
N~
m
cr
N::>
o
OD
N_
O
o
C\lNC')(DMN
<r:l<<lonMl!)!;\J
~E
o .
N E
o.
- >
00
O~
~.s
om
ocr
0::>
~-"
m_
"'0
~O
""'0......"'",,<")
<:OF--<D......<O-.:t
'" .
'" 0
'" .
~ E
S ~
~ 0
'" ~
",0
~
g~
. .
5~
o
888~~~
UUUZZZ
~
"....
O~
'I
<;I>'7I'-Ol..,.O
......0>001'-.."......
!:O~~~t-.tf)
m
"
o
o
I
cr
o
m
I
'"
W
z
~ ~N
(f)~~~-'-o-o
~-g><X<l)a:c:
~ ~ ti: ti: ~ :ni
...J€al~6gg
~~a:(? ttu:
'"
w
"
,,~
o
u
iO
o
N
.S
"
o
u
"
.
m
~
5
N
.S
.
o
o
"
.
m
~
o
o
~
o
o
"
.
m
;;
'"
'"
~
~
o
o
"
o
o
o
.
cr
1;1
~
o
M
~ ~
g
o
o
~
~
'"
13
o
.
~.
u
l!
o 0
" 0
. .
a.<ii~
:~I
~ :', '$
e ;<
.
;<
N
E
E
o
E
o .
- E
~ .
~iii"''''''o
~o~fJ~
C:J::C<:Q)
'" -- -- 0
<tl~(;j'lij.c
~.Q~~'~
<Il0dlollt:
Cligoow.g
. 0
c .
o D
~ ~
cr
o
o
~
.-00"''''''l
OlvCOal(Cl
1il
.., C>lfl<O
Olon<DO>'-
g088
0800
(\JC\JC\lC\l
.,.:;:,:;:.:;:.
~ 2 2 2l
0000
<ii<iilii(ij
<ll <Il <Il .,
(f)fI)(J)(f)
lOC\lLlJo}'-
OlI'-<>JOlv
m
'"
'"
c
8
.
cr
00
"''''
~'"
cc
g 8
. .
crcr
g <:( g g g
8z888
g~S?S3m
.-(\lC'l,....'Vr.n
~N
-0-0 (3
a:a: ,-0 a
:s:ju~~ _~
-g-g'll",~~~
;;:I ;;:I ~ 3: .<:: 5- lD
00_<1'(;5 E
~~~~,.... ~
~~ .?;
M
.
M
5
N
"
o
o
"
.
m
-I'
.
>
o
u
c
.
"
Wi
,,;
'"
~
~
.
~
'"
-f.;;'
'"
~
m
l'j
;;;
~
m
'"
1)
'"
"
g
o
u
88
O>_~
. li'
J:ii~
-15'
~t::-~
o
U Oiii
;<
.
~
.
z
e
.
_~D~O~~~OO~OOOOgOOO~oo~*o*oooooo***ore~ooo*~oooooo*o~ooOO~OOOO~~~OOOOOOO
~O ~ N~~ M ~ ~ ~~ ~ ~~~ ~~ ~~ ~ ~ rn ~~~
,~
<
~omo~ggoo~oooogooo~ooggogoooooogggo~gooo~~oooooogo~oooo~oooog~~OOOOOOO
C~ ~ -~~ M ~ ~ ~~ ~ ~~~ ~~ ~~ ~ m M ~WW
~
,
"
<
,
<,
O-~~MWW_~MMMM~~~~~MM~~~~~~~~~~~~~~~~~~_~_~_MM~NWWOWWM_~___OOM~~___~__M
~~~~~~~~~~~~;~~~~~~~~~~~;~~;~~~~~~~~~;~~;~~~~~~e~~;e~e;~~;;~~~~;;~;~e;~
~~~~~~~~~~~5~~~~~~~55~~~~~~~~~~~~~~~555~g55~~5~~~~~5~~~5~~555555~~5~~~~
, '
o
~W~~M~~M_N__~~~W__~~~~~~__M_~~~~~~~W~O_~~~_~~_~~WM__~~~M_WMmWWWW_wm~mm
~2~mm~22~w~ww~rnmmrn~rno2~2rnoo~o222222omo~ommrnm~mmmmci~rnm~~~~m~~~~~~~m~~~~m
~
!
.
_Ow_w~wm~ONomom~~W~WM~NMNN~No_om~OO_~MWNV~~Dwoo~rn~om~=rnDrn~=~~a~ODmrno~N
!E~~~~RR~~~gg~~~~5~g~~~~~g~=~~~~~~~Rg~~~~*g~~~~~~~~g~g~~~g~~~~~~~~g~~~~
!
.
.
.
t
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
o
~
~W__N~Nrn~~~~~~~~=~N~W~NM~=Mrn~~~~~~=~~~~~Q~~==~om~~~~~m~~~~~~~~=~~~re~~~~
ug2~~~~~~~~~~~~~~~~~~~~rRR~~~~R~~~~~~~~~~~~~~~g~~~~~m~~~~~~~~~~~~~~~~~~
.
~8gggggggggggggggggggggggggggg8gggggggggggggggggggggggggggggSgggggggggg
i~~~~~~~g~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~g~~~~~~~~~~~~
wC~N'~~Nrn~_OD~rn~wrnN=ma~~a~_M~N~O~~~~~=Mrn~_N_N~MM_~NO~__=N_=O_NO~~~N~~MW
~~g~B~~~~Ri~2~*~g~~~~~~~*~~~~~~~g~~~~~*~~~~~R~~*~~g*~~~E~~*~~$~$~g~*~~~
IN _wrn_OMMN ~NMNN~~~ ~~~N~ ~ ~rn~~~~~MM~~~~~_MrnMNN~M~~~ N~~~~~_~~NNM~
m~D~D~g~DD~DDDO~DDD~DD~~D*DDDDDD~~*D~gDOO~~DDDOOD~O~OCOO~DCOC**~DCCDODD
l~ ~ N~~ M ~ ~ ~~ ~ ~~~ ~w ~~ ~ ~ M ~~o
5
~~~~~~~~~g~gg~~~~g~n~~~~~gg~g~~~~~~nren~g~n~grengnn~~ggrere~~g~~~~~~~gre~re~~
.
;gg~~~~~2~~~~~~o~g~~~~~~oog~~~~~ggg~~~gN~~~gO~~~~~~~wog~~~~~g~~~~~~~~~~
!~N_~~N~~~~N~N~~~W~_~~_~~$~~~~~~= N~~~~g~N~~~~~~~~2~~2~~N~~~~~~~~~~~~~~
.
.
:I: .,; " ~
" ,,~5~~ 2 ~ $ & 3 ~
~ ill" "C".1: '" rn .,(I;;> 0::' l.rJ '" _ 8 -u _ " -u" "" ...u.
" (I; i",~,,~~~6 ~g ~~ ~ _~ j1 ~ __ 8~ (I; ~~ ~!~ .. ~1
""M~"oC<C5t~~~~~~~~~LOO"~ .,68~ooo OO"~,, ~~~"~!~~~~~~,,~~c~r~~~~,, ~m"~
~~c,,,c~~rn~eS5~f'~~c.c~~~~, ~EEft~::~"rr~c ~c~cx"'i,~c!C,clxi.,,3cc~;>~
i~ii~i~filil~~l~iii~~i~~il~~]jj~~~~ai~fii~s~~~i~~~i~l~~i~lj~~~~~ji~ii]i
~ooo~oBow~~ccR~uw3ruzz~a~o~z~UU~~a5~OUU>ow~~>zorr_8rruo>~ooEooc~uoowo~oo~o8
i ~
C'":I: --g ~ ~ ~
';~ '" '" 10M i j 1~" ~ .,,,,, ...
~i ~~~~~~~i.~~l ~~l _ ~ 0::' ~!!w ~~ _ "il~ ~~" u." 5i~~5i ~
5">'" '" .,o....~ oEe ~..c~~..", " .~ ..cc-u","cc'''' "cc- "'~" -u".. _00 ~",," c '"
~~~~~<~<~<~<<~2~~i~~~i~~e~~",,,,&d5~~~<~~i<<~~~<~~~i~~~~&]&l8~~~~~5$~~~i",<
1~~ittifjfillt~~;filffll!f~~~ijj!llijJilfiiilil~f~jfltifl~i!~~~~lftjf;1
u.~~c~rcwoowcIrr~lwzrrooozrornoooo~~8oo~oor888~wz~O~<EOZ~~I>OzoEow~~3~~~WI~Z~U.
~
"
\
w
<
~ 5
~ .c;O: '" Gl '" Z "
w~ ~~ ~~~~~~Gl~ ~'" I~", g~ ~~~~ .. "'~ ~!~ ~~~ ~~!~~~ "" ;~~1 ~~~
Z~Gl 00 ucooc8~", 2~~~~~~CCGlCCCC~~~~~~~" ~i!~-.~;>~ i$i~8~g ~~ ~~oo ""'''''''
-~~~i~~~3~~~~5si~~6C~~~~8~~~?~~~:gg$gg;>i~~~>;>~~~~~~$>>>c w'"i!",C8u~.,;~~~~
*~~~C~~3~~~~~~s;>c~==>>>~ <~~<c~coo<oo<>~ee<~~--...~<<<u~,,~ ~~ i$~~--~
D~~~~~~~~~~~~~~~~~sj!~jjjISSg~~~~~~iiif~~5GJIR;;I~;81~l~il~fI8ffl1~~ii.~
Er~nnn~GlGl"'$"'''''''''Gl~~___.c.c.c",wcc=______",,,,,,,c~E~~;>;>J__''Gl''',,,~~~C~C"'~~Gl"''''cccc~~c
~5~~~~~~~~~~~~~~~~!~~!f~~~~~86666668~88S88~~~~88~~~~~~f~~~~~~~~~6a5568a
"
o
"0
IE
i ~
, .
d
~"
0<
-~g
",
o
i
_NM~~~~~m~OODO_~~~~m~m~O_NN~~~~~~~~~mO_Nrnrn~~~m~~~~m~m~O~NM~~~~~m~D~N~~
I ~~~~~~~~~_~__NNNNNNNNNNNNNNrnMMMMM~M~MM~MM~M~~V~~~~~q~q~~~~~~
mODODOOOOO~~~~~0000~~2R2~~~ooogo~2~~OODgOm~0~g~ornOOmOj~OOOOOOOOOOOO~OOOOOO
ro roN~~ro Oro~~roOOro ~ ~ro~ro N ~~ NOro ~ ro ~~ ro
~ ~~~ro~ ~~~~~~~~ N ~~~~ _ ~~ ~~~ ~ ~ ~~ ~
OOODOOOOOODN~~roDOOCroOO~OroroODOD~OOO~ODOO_D~roDNro_O~OO~O~_0000000000000000000
~ R~~~~ ~rR~R2~~ ~ RR~R - ~~ ~~m ~ ~ RR ~
~~~~~~wR~w~~~m~www~2g~~~~~~~~wwR~~~~~~w~~~~~~~~~~~~~~~~~R~gg~~m~ww~w@mwmmm
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~g~~~~~~
~;;~;~~~~~~~~;;~~~~6;6;;1~;;~~~~~;;~~~;;~~~~ci~~~;~;::;:;;~~~;:1~~~~~~~~e~e
~~~roro~ro~~~rovro~ro~~~~ro~roro~CVN~roN~~~roro~'n~~~rov~~ov~~~ro~v~~~~~rovrororo~ro~roomvro~_~_
~~$~mo~~~~g~~~~~~~g~~~~~~~o~~~~i~~~~~~gg~m~~~~~~~~~~~~~~~~g~~~~~~fflg~R~~g~~~
_vro~ro~_Nv_~ _ro _N~~ -'-~-Nv_roN ro_ N___Nro_ _ N__N~_~ro__ _ro~Nvro_Nroro_ ~~Nro_~~_
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~8N~~~~~~8~~NN~~~~~~~N~~~~~~~~~~gN~~~~~~~g~;;g~~~~~~gg~~~~g~~~~~
~~;m~~~~m~~~~~~~@@~~~~2~8~~g~g~~~~~~~~~~~ggrm*~~s~~*~~;~~~~~~~~~@eR~~~~~I~
z
o
C
~
.
z
~
88gSgSggggS8Sggggggggg88gggggggggggggggSgggggggggggggg88888S8g8g8SSSgggggg
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~3~~~~~~~~~~S~~~~~~~~~~
~~~~~~;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~%~~~~f%~%
*g~~~~~~~~~~g~~&m~3~~~~8~gt~8~~g~~~~~~~2*~~~2~~;Ro~~~~Gg~g~~~~g~~~~~~~~~~m
~Wg~~~~~~~~2~~ro~~~~~~~~~~m~~~~~g~re~8~~~~~~~~~~~~~g~~~~~g~~gg~g~~~ro~~N~~~~~
~OOODOOOOO~~~-WDODDm~~o~_rnODOOOO~~_mDoooo_momm~o_oo_o~~OOOOOOODOOOO~OOOOOO
~ ~roro~~ ~~~~~_ro_ D ~mro~ 0 mv ~ro~ ~ m vv ~
~ ~~Rm~ R~R~~=R~ N R~R~ ~ R~ ~R8 R R ~~ R
~ggg~~~~~~g~~gg~rere~ggggg~~gg~~re~~gM;;2gg~~~M~~~~~~~MM~rng~~~~g~MN~8~~~~~~~~
g~~~~~g~~~2~~~~~g~~~~~~~~~~~~~~g~~~~~~~~~~~~s~E~~~~~ffi~~~~~~~~~~~~g~~mg~~@~
"
~~ ~i ~ i!~ ~ ~ ~~~ I ~~~ ~lli~~~
::~~1 ~~ % i!~ _ 0 i ~ ~~~ 0 ~ ~~ 'i~~~ ft lo~~ ! :&iC2~
iiitll~itll~lllilitljl!jllliiii!llilfiiJfllil!~!i!illj~~tiiiii~~iiiliiftiJ
DC~~~E~O~00WUOUC~IOO(')O~UOUODOOOOO~OOOOC~~OOODO~~202rOW~Z~~2<D~<~~DD~DW~8~~m
.
-g ~ -g ~ <:
-oOl~ " ., .,1] $;; ~ -g ;;., ~ -g g ~~~ ;;
~~~F., -ow~~ ~~Iw~gi~ ~~~ I~ ., J~ i ~!r ~-o~~!~ wg ~~DJ1~i.,i.,~~!c~ ~.,
~~~E~r~i8~~~g:-g~~~~~~~~_:~ ~ ~~ ~r~r:ft~~~Ol~~~~:~o ~~r~giE~~~&~~E~~i~ftr ~~
~~~~~C~&"~3~~<!~<:-oi~~~5~<<~~~ ~2 ~~lcc~~~=~~oc~~~!-w!c'<:~~!~!I~>l>l~rn&2~c ~
.!!! "'&i ~ c,,~ ~ ~~ ~ <: ~ -;; ~ ~ g ~ ~ 0 8 G:; &i 3: ~ :a..5.!' ~ ~ 5.: "':;: g'w E E 0:: ~ <: @Ciu:: ,g ~ <=,-,,, s: t ~ ~ ~ '; (.) i.<:- ~ ~ (.) c W -;..>j (J;j'j ~s: ~ g>;;:; ~::: W
~~~~~i&5~~~~~~gl~Ej~i~~~~I!E~~J;~~€;*!~l~ii~~~~~~ -g~~~igig~~~€g~iiSJji~~~~
a!~~~~E80::z~~~~8E~~]:3:j~~~o::~u~~j~3~~6B~~8~~3~~~~30883<<~~8~~3~~~~~338~~~~~~~
n'
~';J
~ ~~ff~~ i~~ ~~~~; ~~l ~ l~!! ~ ~~ ~~il: .,~,: ~~~~
~1 ~g~~~~i~~~~o!l!~.,~ ~~~l; 0::~~~~3~ ~~~~~o..5~~~ ~]J{1~18!~~8 1~~8t ~~i~
(J~i~81~~:o8t~jKooc~:~g~~I~~~~d.,~~~ic~~",-g:~:gi~~~~~~~6~55~~~il~~~OC~~1~~!I~ll
li~~iiiiiij~iiillli~~~ii~~~~!~~~iiglll~iii~liii!li~1111~!JJJi~iltiljijifif
aa5~O~~~~I~~EEEEE~~~~~~~~~~~~3333~~~~z~~~f~~~~~o&~o::o::~~~~&~~~&l~~w~~~~~~~~~
-~----N~-___--~--N--N__N_____~N_____N___Nro_~__N___~__N~____N_____~___N__~ro
~~~~~mmg~~~~~~~~**R~~~RR~~Rt~R~~~~~~~~~~~~~*g~~&~~~~~~~~~~~~eg~2~~~~~~~~~~
.
t.
.
.
z
-
.
OOQMOOO~NO~~OOO~_O~O~O
~ ~_ ~ro ~N n ~
; ~~ ~R ~@ ~ ~
OOONOOOO~OOroOOO~roONONO
rn ~ro M~ ~M ~ ~
N ~~ ~ro NO W W
ro~~ON___wM~~___~O~~MMro
'>.8..'rororo~rowwrorororororororo
~~~2~~2~~~~~~~g:g~~~~~
~~__ro~~~~~~ro~~~~~~~~_~
_ro~N_eM~~__.o~rowe~..._
rnrorororo~~roOroOro~rororo~Nrorororo
- - - ~
.ro.NMNNOroN_NroMnro~ro~Oe~
ro._ero~_rorororororo_OM.NMNNro
OOroM_roOM_roM~ro~___ro.rororo
..00 OOMNNV. Nvnoo M_M
0000000000000000000000
<<<<<<<<<<<<<<<<<<<<<<
rororororo~roro_Oro O~ ~~roro
MM__N___NNN.ro__wroMMMM~
Oonoonoorororovorooov_onomoon
Oro.roroMNromMOroOO.m.ro~~~ro
- - --
rorororororororororororororororororororororo
~2~2~22~~222~~2gg2g2gg
aoooa~~~~~~o~~~oo~~~~~
~~~~~,~~~~~~~,~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~
"
.
.
~
~g~~~;~~~~~~2~~R~~~~~~
rnro~oN_ro.O_ro_~roo._._ro_~
mN~~O~~~~~_~~~rn~rnwNm~m
rn~~ roN_N~~__ _~~~ ~_~
ooornOOO~No~~ooom~ornomo
~ ~_ ~ro rnN rn rn
~ ro~ ~O WO N N
rn ~W ~~ N~ ~ ~
g~~~g~~~~gg~~~~~~~~~~g
g~R2~~g~~g~g~g~~~g~g~~
rnrn__m_ro~mw~NNmrnoroN~roN~
__N N_ ~_ __N _ _
~~~
dl rD a: 0 '" '"
i'fIII!~~I~~i~~!!i~i~~
~j~~~6~82~88~~~~~~8~8~
~ dl ~ ~ ~ ~~~~
~~~ ~!~]",& ~~~ ~~gg
c~<<~~~<<~~~te~~~ ~~~~~m
]~J51~~~!~~fli~~&g~~~~
i:j~ii~ii~~~i'~l~ll!~~J
0zu~r>>>ooa:mo~~r~_r~~~~
" ..
~" ~~~ <f~
~.$ <<", m
~~-~ ~~~~t1~~~",!
V'" ~~~~ 8~~jo~~!gi~~
~~~~",<<U0~m~ocv~~~Q0~O<<
1~ii~ijijil!~~~~~!lltl
woo~~~~~~~~~~~~3~3~~3~~
_N_N_~__________N_N___
NNrnrn~~ro~mOO~Nrn~~~mro~rorn
__________NNNNNNNNNNNN
----------------------
.~
-
STREET peR MAP
LEGEND
I
.
'.,
60 79 PCI
0- 44 P~I
UPDATE: MAY 2005
~
~~HILLS
g
"
x
~
URS
50-100 PCI
45 59 PCI
State/County Road
~
~
"
~ I'
iI
z
o
r
'" I
"
"
&
~
I
I{ """
~L 3~~~~~
Vl/ 11
I! ~ I~
dl!;-'05~i I"
Ii l5 i
II z
..-
o
I ~f"'li~',
\ \j~D'~C;'~
\, '~~\?5 ':14 ~,
\ .~tf.\\D~ ~,,"'t- ~
\ @ ~Il":::'. '0''''' ~~"
\"J moo "lD~ ~~..
\-- -' )L '~~'~-i
n\~p( " ';~<s,o.;~~~
j '\ w
~j~ ,~\ ! ;
~: \\ ~'Oy
~ I ~I~
I I ~
~ GA ITW^, CT c#' \~\ ""'N" ,
-.f..-<;JG \\ ~~ I[ elk
o~ ~,\\
\~~\ 8f?I....rr/(NOLL DR
~ 1\\1
ffi x I~\
,..~,'. ""'I'J' t11
\ \ \. ~ ~~ FLOR"'- DR
~~~~~ ~ ~~~b)l\
:-1""""'E 1\ ~'-;c, *~~ 1J
''=0. "Sf ", {II
~ ~ ~~-1.vo.<J0 -..------'- i II
~ ,~c.",. "" 'I ~,s /IQ,;", ~~ ~ '
",v." .i-~\, ~ ~"'I.; -t,1)- ~~ \
..j'i>-\; r- ~ \ ~ /).0 1-0 \ '\.
'" '''-'!e; "1,":0,&< &9, 'S'~>\\"
K<-+,,>c 10~ ~tl ''''-, I, \\~~,
"" '.. II BETHEL _ \ 'Ii "
A .T< 'I CNIVERSITY "0-.
' .0'0 j, \ __ ~ -=c~
, 1/' I:
' .; { ( I f1!
<,2 ~)~~(O -, ~\ I'I!
",o~ '="""0+ --~l~~:
-. cae" <- ~,'" I, 'l \
~~-~."- "{'~ /1' \ '~J
\ "~~~L~"' eN; 11,," 1 ~':\ ~). ~ I~ ~,
'\; SCHOOL \ ',=, ~I
\" ? \,=>,-, jj 1 III ~
-T'f. ~ ~",\l- PARK t:::2AK----;;='----1 _::---..._, "
< c"> + z ---..: _'------...,
Ii c, '''. _____ . _~.
-5-", ~ "OEN ACEN < ,
",." j ~ . CC""",
'C.~ ff' ~ _ OAKse' 0
~
<5",.'1 ->,"\'-- . II ~ ~ ~ ~=
>, 0$. ?,O\~ ~ [:;
~II ..1" ~.i- J'? I, I
,~ .f,' > ri} ~
~ R /~:i ",~ 21ff~ \ 1';;
j U ,0;;' .,0' , ~ ~ > ~ '~ ,~ r ~ j ~
J""u "'.---7 .::li'l 8 ....... LANE..; w
. . ---':!!.:"'NNA, ...---/ 0", Q-. <.:>\, " . ~"':o~, ~
'~.~~ o. 0" 0 . I ~
j' "1;)i" - ,. ~i ..$ ~j." !
'j "l!""'~ ,v~ ""':.c<S LANE = ~
I ( - > If' sC
')v='f; !if ,:' ''-''if ~ u
iw. ^"" ";'1>" [ :", \ ! III
ks~~,,-~c::"'i.~l ", ~111CAHNOH
- ~~ L"m ,,~ " LAKE
-- # <
:/ ~. C"",&. ~
<' ~ " ." 0/,
II, , _ "V i'l/'/
'\\ < . u' III
~~ ~ BO>>"O " 'j :l~lf !
'" '\ BE""" A'" /1/
',l 1\ 'ft]
" \ ~tJ /:?;;I:; I
AVENUE \ is I PRESBY""" '~r" "':, /j
Cl DR _
\ ' ! '"'COY' l '":/ :,LJ\
\ /I < ,,#
J'
FUTURE TCAAP
W. COUNTY RnAn "(;"
RAMSEYCDUNTYl.IAINlENA~K~ACIUT'r'
AROEN HILLS PlJBUC
(W,,'.i.T,H. NO.96)
c1tr
' 'I
' '''''1
il-~u" !
::- i ~ I
"OEN"EW"_ V' \ G ]!
"0" t;~. '.1 V ~
V1$TA CT l c-A
~A
^ ~ )\ #'
/ ~\,r
i' ,,,,,,,,
, ~
'A
'J,
t--1f'-?,-
I
[
~I
II
I
I
,.~
z
o
f--
J:
<:>
0'
m
'"
w
z
NURSERY
NORlliHEIGl-ITS
CHURCH
AMBLE
INDlAH OAKS CT
CIRCLE
I G,/[W"
~I~,
I\:""'"E
h,
1 )",
/C~.1'\?
L
COLLEEN AVE
INDIAN
TRAIL
>
< w
OAKS 5
I~
I
CUMMING'S PARK
UKI~t
II '"
Ii ~
.<t ~
, J:
Ix "'
g
"
J9
I
<
m
"
I'"~
.]A,Ntr Cr
COUNTY ROAD F"
MOUNDSVIEW
HIGH SCHOOL
~
<
ROAD
'" GRAMSIE
g ~ 1 GLEN VIEW
@ Vovus.1 AVE
k-;:''-v
5
I'"
o
~
,
o
~
I
'0
o
o
N
~
o
o
N
/
---"'\
\
ti
~
~
"
5
z
o
o
o
:>
~
5
~
~
o
o
~
~
o
~
~
"
in
"
~
II
~
~
"
:>
w
~
<
m
,
I
"
~
o
o
~
~
~
n
NOTE'
SURvEy INFORMA~ON
FROM 2002 STREET
INSPECllON
STREETS RECONSTRUClED
OR O'v1::RLA YED IN 2002,
004 & 2005 HAVE
~~~' lSS'GNED 80-100 PCI
CODE.
AVENUE
JFI<ROLD
'"
~
m
o
~
w
~
"
z
w
~
~
~
~
"
STOWE A
E
f
K...nf CT.:;;;
NKATlE LN
m
N
n
w
o
x
~
<
k
~ :f-"
-<-~~-v";.+-
0'
,,'-"
~
o
o
N
w.o,
~
N
o
x
<
~
~
c
..
EDGEWAITR
~
<
~\~"'I>
w
" ~
~u<
z
w ~
Z 0
::J..J Z
w < X
-~ ~ ~
\V.CO.RD'-D"
o
:>
w
~
"
o
"
g
Q.
.
o
~
COUNTY ROAD "0"
1\
l
I,
I
I
I
I
"
I
I
i
I
f
I
"
I
I
I
I
KTA-Tator, Inc.
Prepared for:
Mr. Thomas J. Moore
Operations & Maintenance Director
City of Arden Hills
1245 West Highway 96
Arden Hills, MN 55112
Prepared by:
KTA-TATOR,INC.
115 Technology Drive
Pittsburgh, Pennsylvania 15275
(412) 788-1300
December 13,2005
-?- . ;,-> .----:-:;:> --
~;;;::::;<<~_~..:::;;6;><-=--'
/>/<:: e::: / .... ~_ ___
Michael p, Reina, P.E.
Manager Survey & Design Group
MPRlJDM:mr
I
I
TABLE OF CONTENTS
I
I
Introduction and Background... ................ ........... ..... ..... ...... ..... ..... ........... ..... ..... .......1
Summary of Coating Condition .... ............ ........... .......... ..................... .... ....... ... .........2
Summary of Structural Condition ....... ..... ...... ..... ..... ..... .... ..... ..... ....... ..... ........... .......10
Summary of Safety Concerns ....................................................................................11
Summary of Sanitary Concerns ..... ...... ..... .... ....... ..... ..... .... ..... ..... ....... ..... ..... ..... ...... ..12
Summary of Sound Design and Operational Practice................................................l4
Field Investigation... ..... ........... ...... ..... .... ....... .... ..... ..... ....... ..... ..... ................ ..... ...... ..15
Laboratory Investigation.... ...... ...... ..... ..... ...... .......... .... ....... ..... ..... ...... ... ............ ...... ..17
Observations ...............................................................,............................................. .20
Discussion of Observations.... ........ .......................... ..... ...... ..... ..... ... ...... ..... ..... ...... ....22
Recommendations... ...... ..... ..... ..... ....... ..... ...... ..... ..... ..... ...... ..... ..... ..... ..... .... ..... ...... ....34
I
I
,
I
APPENDIX
- Photographs
I
I
I
I
I
I
I
I
.'
I
NOTICE: This report represents the opinion of KTA-Tator, Inc. This report is issued in confonnance with generally acceptable
industry practices. While customary precautions were taken to insure that the information gathered as presented is accurate,
complete and technically correct, it is based on the information, data, time, materials and/or samples afforded. This report should
not be reproduced except in fuJl.
I
I,
.'
I
I
I
I
I,
t
I
,
I
I
I
I
I
I
I
I
I
INTRODUCTION AND BACKGROUND
In accordance with the City of Arden Hills Purchase Order Number 21088, KTA-
Tator, Inc. (KTA) has completed the evaluation of the "South Tank" elevated water
storage tank located on Red Fox Road, in Arden Hills, Minnesota.
The hydropillar type tank has a nominal
capacity of 1,000,000 gallons, a height to lower
capacity level of 101 '-0" and a diameter of 74'-
0". The tank's head range is approximately 40'.
The tank is of welded steel construction. The
tank has a domed steel condensate ceiling in the
dry riser. The tank's inlet/outlet pipe is
insulated. The tank has 1-1/2" diameter anchor
bolts on an approximately 52' diameter bolt
circle. All anchor bolts are on the inside of the
dry riser. The tank was fabricated and erected by
Pitt-DeMoines, Inc. in 1987, In 1997 the
coatings on all tank exterior and interior surfaces
were removed and replaced. The tank does not
have a cathodic protection system. The tank has
fourteen cellular antennas attached to the fluted
column pedestal, and nine cellular antennas on
the roof. The tank roof also has two dish
antennas and two globe style aviation lights.
KT A determined the surface area of the tank in
order to develop cost estimates for coating
repairs. The exterior surface area is
approximately 33,700 square feet. The interior
dry portion of the tank has 26,400 square feet of
surface area, and the interior wet portion of the
tank has 18,900 square feet.
Photograph I - Arden Hills Sooth Tank
The purpose of the investigation was to
assess the condition of the coatings, visually
inspect the sanitary, safety, operational and structural condition of the tank, and make
appropriate recommendations. The following report includes field observations, the
results of field-testing, a discussion and recommendations. Photographs of the existing
tank conditions are included in the report and additional photographs are appended.
Elevated Water Storage Tank
City of Arden Hills South Tank
I
I
,
-
I
l
,
Ii
I
I
I
I
t
I
I
I
I
I
I
SUMMARY OF COATING CONDITION
Interior Wet Coatings
The interior tank coatings were in good condition. Only three areas of isolated
corrosion were documented during the inspection. These areas were generally small,
ranging in size from approximately I" to 4" in diameter. The coating in these areas was
failing to the steel substrate. No pitting or loss of plate wall section had taken place.
Overall, the total amount of isolated corrosion on the interior of tank container was
estimated to be less than 0.3% of the interior surface area. Minor corrosion and rust
staining was found along the roof rafter edges and the stitch welds which join the roof
plates to the rafters. The joint between the roof and vertical shell wall, the tank's
overflow weir box, and the erection plates attached to the access tube also had minor
corrosion and rust staining. The interior coatings had adequate film thickness, good
adhesion, and no underfilm corrosion.
/
Photograph 2 - Typical Condition of Tank Interior - Note Corrosion on Shell in Two Spots and
Corrosion and Stain from Rafters
Elevated Water Storage Tank
City of Arden Hills South Tank
2
I
I
I
t
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
Photograph 3 - Typical Good Condition of Interior Tank Shell and Bowl
Photograph 4 - Corrosion on Overflow Weir Box
Elevated Water Storage Tank
City of Arden Hills South Tank
3
I
I
I
&
I
t
I
,
I
C
I
I
,
I
j
I
I
I
I
Interior Dry Coatings
The coatings on the interior of the pedestal, both sides of condensate ceiling, the
underside of the tank bowl, the overflow pipe, and the inside of the access tube were all
in good condition. However, isolated areas of minor corrosion were observed on the
safety platform in the pedestal, on the inside of the access tube, around the bowl manway,
and at welding back-up bar attached to the tank bowl. These areas comprised less than
0.03% of the interior surface area of the dry riser. A fair amount of rust staining was
noted on the top of
condensate ceiling. This
staining was most likely
caused by areas of the
pedestal stiffer rings tbat
were cut to allow cellular
antenna cable routing. In
these areas the edges of the
cut stiffener and the new toe
plates added were not
cleaned and painted. Areas
where the paint was burned
due to welding on the
exterior of the pedestal
during cellular antenna
installation were prepared
and touch-up painted.
Photograph 5 - Typical Condition of Interior of Dry Riser
Note Gray Squares of Touch-up where Cellular Antennas are
Attached on the Exterior
Elevated Water Storage Tank
City of Arden Hills South Tank
4
I
I
I
t
,
I
I
,
I
t
I
I
,
I
I
l
t
I
I
Photograph 6 - Typical Coating Coodition and Minor Corrosion in the Access Tube
Photograph 7 - Typical Condition of the Uuderside ofthe Tank Bowl
Note Minor Corrosion on Manway
Elevated Water Storage Tank
City of Arden Hills South Tank
5
I
I
t
I
t
I
I
I
i
,
e
I
I
I
I
t
t
I
Photograph 8 - Minor Corrosion at Welding Back-up Bar on Underside of Tank Bowl
Photograph 9 - Top Surface of Condensate Ceiling
Elevated Water Storage Tank
CIty of Arden Hills South Tank
6
I
I
I
I
,
t
I
I
I
I
I
I
I
I
I
I
t
I
I
I
Photograph 10 - Cellular Antenna Cahle Routing at Pedestal Stiffener Rings
Exterior Coatings
The exterior coatings were in good condition overall. Less than 0.3% of the
coating was failing. A few
small isolated areas of coating
break down and corrosion were
documented during the field
evaluation. The corrosion was
found mainly on the tank roof,
base plate, and around the
circumference where the
vertical tank shell overhangs
the tank bowl. Minor corrosion
was also found on the
perforated metal screens of the
riser vents.
Photograph 11 - Typical Condition of Exterior Coatings
Elevated Water Storage Tank
City of Arden Hills South Tank
7
,
I
I
:-
I
I
I
I
,
-
I
I
I
I
I
I
I
Photograph 12 - Typical Condition of the Tank Roof
Photograph 13 -Isolated Area of Corrosion on the Tank Baseplate
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
8
I
I
I
I
I
I
I
1
I
I
I
,
I
I
I
I
I
Photograph 14 - Minor Corrosion at Vertical Shell Overhang and Bowl Connection
Photograph 15 - Typical Condition of Exterior Pedestal
I
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
9
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
SUMMARY OF STRUCTURAL CONDITION
The existing concrete foundation supporting the fluted column appeared to be in
good condition. It was inspected for spalls, cracks, and defects in the grout. One surface
cracks was noted during
the field investigation of
the foundation, The
foundation had one small
concrete pop-out which
was 3" x 3" x 1" deep.
The f,'tout between the top
of the foundation and the
baseplate was intact for
the full circumference.
The ground surrounding
the tank appeared to be
well maintained and
sloped away from the tank
foundation, providing
proper drainage. The tank
had no indication of
settlement.
Photograph 16 - Minor Crack in Fnundation
Photograph 17 - Minor Concrete Pop-nut on Foundation
Elevated Water Storage Tank
City of Arden Hills South Tank
10
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
The shell did not exhibit any buckling, dents, dimples, discontinuities in the
contours or any movement or subsidence and anchors appeared to be in good condition.
There were no significant amounts of metal section loss due to corrosion on the
tank, pedestal, or appurtenances. The inlet/outlet pipe was insulated and therefore could
not be examined. The insulationjacket was in good condition.
SUMMARY OF SAFETY CONCERNS
All tank ladders and handrails were found to be safe and compliant with OSHA
Standards. The ladders met dimensional requirements for ladder width, rung size, rung
spacing, and stand-off distance (also referred to as toe clearance). The requirements for
ladder fall protection were also met. The handrails met dimensional requirements for
handrail height, toe-board height, the presence of a mid-rail, and post spacing.
Photograph 18 - Dry Riser Ladder
Elevated Water Storage Tank
City of Arden Hills South Tank
11
I
I
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Photograph 19 - Roof Handrail System
SUMMARY OF SANITARY CONCERNS
The overflow pipe outlet was not properly screened. The tank should have an
end-screen or valve flap to
prevent insects, birds or other
wildlife from entering the tank.
The existing screen was damaged
and should be replaced. The
overflow pipe did have an air
break to eliminate the possibility
of storm water backing up into
the tank in an extreme flood. The
tank vent was properly screened.
Elevated Water Storage Tank
City of Arden Hills South Tank
12
Photograph 20 - Overflow Pipe
Outlet
I
I
I
,
I
I
I
I
I
.....
Photograph 21- Damaged Screen on Overflow Pipe Outlet
I
I
I
I
I
I
I
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
I3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SUMMARY OF SOUND DESIGN AND OPERATIONAL PRACTICES
Site
The immediate tank site was not fenced to protect the tank from vandalism or
possible contamination of stored water. Although the tank's design somewhat limits
access to the roof, a chain-link fence surrounding the site should be considered if
additional security is desired.
Ladders and Handrails
The ladders met the dimensional requirements of OSHA for fixed ladder safety.
Likewise the railing systems on the roof and on the platform leading to the tank access
tube were compliant.
Overflow
The overflow pipe had a properly designed air break. The overflow terminated at
an energy dissipater (splash pad) to minimize erosion and reduce chlorine concentrations
to the receiving body of water.
Roof
The roof manways met the A WW A dimensional recommendations. The vent was
of proper size and in good condition. The vent's screen was also in good condition. The
vent is not a frost free design however.
Photograph 22 - Roof Vent
Elevated Water Storage Tank
City of Arden Hills South Tank
14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
The safety, sanitary, structural and sound design and operational deficiencies
noted above are not intended to be a complete list of the deficiencies on this tank. The
complete report and accompanying photographs should be reviewed to obtain a complete
account of the condition and the deficiencies of this tank. This inspection did not include
the review of the original design documents nor was the tank condition compared to the
current wind, snow and seismic loads mandated in current building codes and A WW A
Standards. That structural analysis is beyond the scope of this evaluation.
FIELD INVESTIGATION
Mr. Michael Reina, P.E. of KTA-Tator, Inc. completed the inspection on
November 17,2005. The following tests were performed during the inspection:
A. Visual - Visual assessment of the percentage and distribution of corrosion across
the surfaces was made. In addition, other visual observations; such as, peeling,
chalking, cracking, blistering, etc. were noted.
B. Coating Thickness - Dry-film thickness was determined using a Positector 6000.
The Positector 6000 is a portable, battery operated, digital coating thickness gage
that non-destructively measures non-magnetic coating thickness over ferrous
substrates using a magnetic principle. Calibration was completed prior to and
after use. This test was performed in accordance with ASTM D 1186-93.
C. Number of Coats - The number of coats present and thickness of each were
determined using a Tooke Gage Mark IV with a 2X cutting tip. This hand-held
portable microscopic (SOX) destructively measures the thickness of each coat in
multi-coat systems (up to 50 mils). Observation of a coating cross-section created
with a cutting tip of a known angle shows coating thickness in addition to
intercoat contamination, voids, underlying rust, mill scale, and pinholes.
D. Adhesion - Adhesion testing was conducted in accordance with ASTM 03359,
"Measuring Adhesion by Tape Test." Method A of this standard was utilized.
Method A involves scribing an "X" through the coating down to the substrate,
followed by the application of pressure sensitive tape (Permacel 99). The tape is
then sharply removed from the X-cut and the amount of coating detached is rated
in accordance with the ASTM rating scale. Typical ratings of 4-5A are considered
by KTA to represent good adhesion, 2-3A represent fair adhesion, while O-IA
represent poor adhesion.
E. Ultrasonic Thickness Testing - A Check-Line Model TI-25M Wall Thickness was
used to measure the thickness ofthe steel in various representative locations. The
gage injects a pulse of high frequency sound (ultrasound) into the steel. Because
the speed of sound in a given material is constant, the time that it takes for the
sound to travel and be reflected from the far surface can be used to determine its
thickness. The instrument provides readings in inches. Verification of gage
readings was performed using known steel calibration blocks.
Elevated Water Storage Tank
City of Arden Hills South Tank
15
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
F. Substrate Condition - Coating was removed and the substrate examined for the
presence of underfilm corrosion or mill scale. Although the exterior appearance
of the coatings may have appeared to be satisfactory, the presence of active
underfilm corrosion or mill scale would dramatically shorten the life of the
system.
G. Sanitary. Safety. Operational. and Structural Conditions - A visual examination
of the integrity of anchor bolts, base plates, ladders, access platforms, welds,
foundations, grouting, vents, hatches, overflow piping, and screens was performed
in accordance with A WW A DlOO-96. Additionally, the surrounding property is
described and the adjacent land was visually examined for signs of drainage or
settlement problems. Comments on vessel compliance with the Occupational
Safety and Health Administration (OSHA) and American Water Works
Association (A WW A) requirements are addressed. In addition, the vessel was
inspected for vandalism and other tank damage.
H. Photographs - Photographs depicting typical coating conditions and/or corrosion
were taken and are included as part of this report.
Elevated Water Storage Tank
City of Arden Hills South Tank
16
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
LABORATORY INVESTIGATION
Samples of the existing coatings were procured for laboratory analysis. A total of
three samples were analyzed, and the samples were identified as follows:
Sample Identification Location Remarks
KTA-l Exterior Pedestal Base Total Coating System
KTA-2 Interior Dry Pedestal Total Coating System
KTA-3 Interior Wet Total Coating System
The laboratory investigation consisted of infrared spectroscopy and atomic
absorption spectroscopy. The results of the analyses are provided below.
Infrared Spectroscopy
Infrared spectroscopic analysis was performed with a Mattson Galaxy Model
3020 fourier transform infrared spectrometer equipped with a Harrick Split Pea
accessory. The Harrick Split Pea accessory allows attenuated total reflectance (A TR)
spectra to be obtained from the surfaces of small samples.
Briefly, the infrared spectroscopic analysis revealed:
1. The spectrum obtained from the light blue topcoat of Sample KTA-l (Spectrum
No.1) was consistent with a urethane based on characteristic spectral bands near
1730,1690,1460,1250, and 1120 cm-1. The presence of aliphatic hydrocarbons
was evidenced by the spectral bands in the 3000 to 2900 cm-1 region. The
presence of silicates was evidenced by spectral band near 1080 cm-1. The
presence of titanium dioxide was evidenced by the broad spectral band in the 700
to 500 cm'] region.
Atomic Absorption Spectroscopy
Samples KTA-l, KTA-2 and KTA-3 were analyzed for total lead, cadmium, and
chromium in accordance with AOAC Method 974.02. Briefly, this method entails
digesting samples in acid, filtering and analyzing by flame atomic absorption
spectroscopy. Briefly, the lead and cadmium content of the samples was non-detectable.
The coatings applied to the interior wet portions of the tank had detectable levels of
chromium.
Elevated Water Storage Tank
City of Arden Hills South Tank
17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Sample Identification Location Lead (ppm)
KTA-I Exterior Pedestal Base <77.1
KTA-2 Interior Dry Pedestal <77.1
KTA-3 Interior Wet <77.1
Sample Identification Location Cadmium (ppm)
KTA-l Exterior Pedestal Base <77.1
KTA-2 Interior Dry Pedestal <77.1
KTA-3 Interior Wet <77.1
Sample Identification Location Chromium (ppm)
KTA-I Exterior Pedestal Base <77.1
KTA-2 Interior Dry Pedestal <77.1
KTA-3 Interior Wet 110
Because the existing coatings do not contain lead, measures for worker protection,
environmental protection, containment, and hazardous waste management will not be
needed for any construction activities that disturb the coatings (such as welding, burning,
pressure washing, and/or abrasive blast cleaning). OSHA's regulations for lead in
construction do not give minimum concentrations of lead, only the presence of lead
invokes the regulations.
KTA has performed these tests only to ascertain the presence of hazardous metals
in the existing coating. Values shown as "less than" (e.g. < 77.1 ppm) indicate that the
sample concentration was less than the detection limit of the analytical method, The
detection limit is affected by sample size, dilution, method and equipment and can vary
from sample to sample. Laboratory standard organizations require that results obtained
that are less than the method detection limit be reported as "less than" or "non-
detectable." The OSHA Lead in Construction Standard requires that controls be
implemented if any detectable concentrations of lead are present. The OSHA
Compliance Directive issued regarding the OSHA Lead in Construction Standard,
Instruction CPL 2-2.58, states that if an employer has appropriately tested for lead (e.g.
tested all layers of paints or coatings that may be disturbed) utilizing a valid detection
method for the presence of lead and found no detectable levels of lead, the standard does
not apply. This allows NYSOGS to confidently treat results reported as "less than" as
non-lead containing. Results reported with detectable concentrations of lead and other
toxic metals would require the contractor performing the work to implement interim
controls and assess actual employee exposures in accordance with the OSHA Lead in
Construction or other applicable standards.
The requirements of the OSHA Lead in Construction Standard, 29 CFR 1926.62
are invoked, if any detectable quantities of lead are present in a sample. Please note that
the OSHA Lead in Construction Standard would be invoked only when construction
activities involve mechanical disturbance of the paint. These activities include but are
limited to abrasive blast cleaning, scraping, burning, and grinding. There is a similar
Elevated Water Storage Tank
City of Arden Hills South Tank
18
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
standard for cadmium, While there is no OSHA Comprehensive Standard for chromium
it is a toxic metal often found in coatings and is regulated under 29 CFR 1926.55, Gases,
Mists, Vapors which establish maximum exposure limits for a variety of substances.
Lead or other hazardous metals present within an intact coating should not be a basis for
the decision to remove the coating, but ratber the condition of the coating and the amount
of corrosion should determine the need for removal.
Elevated Water Storage Tank
City of Arden Hills South Tank
19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
OBSERVATIONS
Items detailed in bold print below are the subject of concerns from a sanitary,
structural, safety or sound practice perspective.
. Site - Asphalt Drive with Grass and Concrete around Tank Foundation
Size of Lot: 66' x III'
Nearest Structures: PumpNalve Station & Cellular Antenna Bldg's
Nearest Residence (N/S/E/W): Not proximate
Nearest Nuisance Structure: Office Buildings within 48' and 66'
Nearest OH Wires: Approximately 45'
Vegetation around tank: Small Trees within 12'
Grading/Drainage: Good
Site Maintenance: Good
Perimeter Roadway: Good Condition
Security Fence: None
. Foundations
Projection above Grade: 0" to 22" (A WW A Recommends 6" min.)
Grout/Sealant: Good
. Exterior
Tank Construction: Welded Steel Shell, and Fluted Column
Type: Hydropillar Elevated Potable Water Storage Tank
Nameplate Data: Fabricator - PDM, Year - 1984, Material ASTM A283/A36
Baseplate Thickness, Projection, Condition: 1-1/4", Good Condition
Painter's Rails: Size, Brackets: Good
Anchor Bolts: Good (all located in dry riser)
Ground Rods: Yes (3)
Overflow Pipe:
Size: 12-inches
Air Break: Good
Screen: Damaged
Flap Valve: N/A
Weir Box: Yes (Interior Wet - Attached to Access Tube)
Roof Openings:
Manholes: Good
Number: 2 (2 are required)
Size: 24-1/2" & 24" diameter (min. 24" primary, 20" secondary)
Curb Height: 7" & 7" (4 inch is minimal standard)
Overlap: 2" (2" min.)
Elevated Water Storage Tank
City of Arden Hills South Tank
20
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Vents:
Number: One
Size: 18 inch diameter
Neck diameter: 18 inch diameter
Neck Height: 10"
Screen: Good
Frost & Clog Free Design: No
Roof Lights: Good (Aviation Light)
Platforms, Handrails: Exterior Roof
Height: 42" (OSHA requires 42 inches)
Mid Rail: Yes
Toe Plate: Yes 5" high (OSHA req. 's a toe plate 4" high min.)
. Interior Dry
Ladders:
Width: 16 inches (OSHA requires 16 inches)
Rung Size: 3/4 inch diameter
Rung Spacing: I' - 0" (OSHA requires 12 inches)
Toe Clearance: 7 to 13 inches (OSHA requires 7 inches)
Safe Climbing Device: Yes
Safety Cage: Yes
Distance from ladder to back of cage: 28" (OSHA req.'s 27"-28")
Construction (bolted/welded): Welded
Vertical Bars: Number: 7 (OSHA requires 7 min.)
Horizontal Bars: Spacing: 4'-0" (OSHA requires 4' max. spacing)
Vandal deterrent: N/A -Inside Dry Riser
Platforms, Handrails: Top Platform from Pedestal Wall to Access Tube
Height: 43" (OSHA requires 42 inches)
Mid Rail: Yes
Toe Plate: Yes 5-112" high (OSHA req.'s a toe plate 4" high min,)
Post Spacing: 62"
Inlet / Outlet pipe: Insulated in Dry Riser - Good Condition
Elevated Water Storage Tank
City of Arden Hills South Tank
21
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DISCUSSION OF OBSERV A nONS
A, Site Location and Condition
The immediate tank site was not fenced to protect the tank from vandalism or
possible contamination of stored water. Although the tank's design somewhat limits
access to the roof, a cbain-link fence surrounding the site should be considered if
additional security is desired. All future site maintenance should be directed away from
the tank to minimize the possibility of flying debris; such as, loose stones striking the
tank surface.
B. Foundation
The existing concrete foundation supporting the fluted column was inspected for
spalls and cracks. The foundations appeared to be in good condition with only one minor
surface cracks documented. The crack was located 4' to the right of the overflow pipe
outlet. No repair to the crack is warranted. The foundation also had one small pop-out.
A pop-out differs from a spall in that spalls are usually caused by corrosion of the
reinforcement or infrequently due to contaminants in the concrete. Pop-outs are formed
as the water in saturated coarse aggregate particles near the surface freezes, expands, and
pushes leaving a shallow pit.
The minimum foundation projection recommended by A WW A of 6" was not met
for a portion of the tank both in locations where the foundation was adjacent to concrete
sidewalks and adjacent to grass covered grade. The minimum projection
recommendation reduces the chance of accelerated corrosion due to dirt and vegetation
trapping moisture next to the baseplate and pedestal.
i
Photograph 23 - Pedestal Door - Note Poor Foundation Projection on Right Hand Side of
Photograph
Elevated Water Storage Tank
City of Arden Hills South Tank
22
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
C, Exterior Evaluation
Exterior Coating
An examination of the exterior tank painted surfaces was made from the ground,
the roof, and the existing ladders. The exterior coating was in good condition overall.
Corrosion was found mainly on the tank roof, base plate, and around the circumference
where the vertical tank shell overhangs the tank bowl. Minor corrosion was also found
on the perforated metal screens of the riser vents. The coatings had good adhesion to the
steeL The coating system appeared to be a two-coat system. The primer appeared to be
white with an average thickness of 6 to 7 mils. The topcoat appeared to be blue with an
average thickness of 5 to 6 mils. The exterior coating system is providing adequate
protection for the steel, but areas of isolated corrosion should be touch-up painted within
the next 3 years.
Photograph 24 - Minor Coating Failure and Corrosion on Baseplate
Elevated Water Storage Tank
City of Arden Hills South Tank
23
I
I
I
,
I
I
~
I
I
I
I
Photograph 25 - Typical Isolated Corrosion on Exterior Pedestal
I
I
I
I
I
I
I
Photograph 26 - Typical Rust on Pedestal Vents Screens
I
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
24
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Photograph 27 - Localized Areas of Corrosion on Tank Roof and Roof Handrail
The results of the total system dry-film thickness measurements from various
locations on the exterior of the tank are summarized in the following table.
Area DFT Range (mils) DFT Average (mils)
Pedestal (at Base) 10.8 to 20.4 15.4
Baseplate 10.7 to 14.9 13.3
Pedestal (at Top Platform) 11.1 to 14.7 12.4
Roof 14.8 to 23.0 18.6
A SOX microscope was used to examine the substrate in random areas to
determine if poor surface profiles, mill scale, intercoat contamination, voids, underlying
rust, mill scale, and/or pinholes existed. The substrate appeared to be blasted and free
from any of the fore mentioned conditions.
The adhesion on the exterior pedestal and roof was found to be good (4-5A).
Ultrasonic thickness readings were performed on the vessel and are summarized
below. The following represents the best estimate of the average steel thickness without
taking destructive samples:
Elevated Water Storage Tank
City of Arden Hills South Tank
25
I
I
Area Thickness Range (inches) Thickness Average (inches)
Pedestal (at Base) 0.285 to 0.296 0.293
Overflow Pipe (at Base) 0.361 to 0.372 0.365
Roof 0.186to 0.195 0.190
I
I
Overflow Pipe
I
The overflow pipe had a properly designed air break, The overflow terminated at
a splashguard/inlet or an energy dissipater to minimize erosion and reduce chlorine
concentrations to the receiving body of water. The overflow screen was damaged and
should be replaced to eliminate wildlife from entering tank through the overflow pipe.
I
I
Vent
I
The screens on the vent were in good condition. The vent appears to be properly
sized for the maximum flow event in the tank. The existing tank vent is not a clog and/or
frost resistant design. A WW A Standards recommend that all vents with screening
against insects be designed to ensure "fail-safe" operation if the screens become clogged
or frosted over. Therefore consideration should be given to replacing the vent. The
figure below shows a typical design for a clog free vent.
I
I
I
I
----:----
, --
: ,~
r:,.'} - ~ .
<;>tl#;.-'-- ~1/2.NO'13x15Aalleoed
~~~" Expanded Meial Bird $ereefl
----. PreSs
,_ ._._----.::.:.-.!:!!epa'le/
PTFE" Gaskets~Typ) ...-.......
I .......-::-0--- Vilcuump.al~
-\ ~screen
(Brass Ma!erial laNormal}
i
I
I
I
I
i
I
I _. ~
==:L_=_.~ _.='_
I
I InstaUVantVertical5 +
'-"
-----_ Air Vacuum
I ,
~,
SUpj}OrlBars
I
I
Carbon Steel Body --............ ,
NOT!':S:
Roof
1. Pallels should be removed during coaling
10 prevant clogging of the scroons.
+Po1ytalrafluoroelhylane (PTFE)
2. Periodk: inspectiOl1 and millntanance is
required 10 keep in proper working
condillon.
Figure 1- Typical Clog Resistant Vent Detail
I
I
I
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
26
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Photograph 28 - Tank Vent Screen
D, Interior Evaluation
Interior Wet Coating Evaluation
The interior tank coatings were in good condition. Only three areas of isolated
corrosion were documented during the inspection. These areas were generally small,
ranging in size from approximately 1" to 4" in diameter. The coating in these areas was
failing to the steel substrate. No pitting or loss of plate wall section had taken place.
Overall, the total amount of isolated corrosion on the interior of tank container was
estimated to be less than 0.3% of the interior surface area. Minor corrosion and rust
staining was found along the roof rafter edges and the stitch welds which join the roof
plates to the rafters. The joint between the roof and vertical shell wall, the tank's
overflow weir box, and the erection plates attached to the access tube also had minor
corrosion and rust staining.
Elevated Water Storage Tank
City of Arden Hills South Tank
27
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Photograph 29 - Typical Condition of Interior Bowl- Note Brown Areas in this Photograph are
Sediment, Not Corrosion
The results of the total system dry-film thickness measurements from various
locations on the interior of the tank are summarized in the following table.
Area DFT Range (mils) DFT Average (mils)
Bowl 9.4 to 13.9 11.6
Access Tube 7.8 to 15.3 13.2
Roof (adjacent to manway) 8.1 to 17.2 12.1
A SOX microscope was used to examine the substrate in random areas to
determine if mill scale, intercoat contamination, voids, underlying rust, mill scale, and/or
pinholes existed. The substrate appeared to be blasted and free from any of the fore
mentioned conditions.
The adhesion on the interior bowl, access tube, and roof was found to be good
(SA). The coating system consisted of one layer of white paint, however, similar colored
coats can be difficult to distinguish in the field and it is possible that more than one coat
was present. The plate thickness was measured on the bowl. The thickness ranged from
0.289 inches to 0.290 inches.
Interior Dry Coatings
The coatings on the interior of the pedestal, both sides of condensate ceiling, the
underside of the tank bowl, the overflow pipe, and the inside of the access tube were all
in good condition. However, isolated areas of minor corrosion were observed on the
Elevated Water Storage Tank
City of Arden Hills South Tank
28
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
safety platform in the pedestal, on the inside of the access tube, around the bowl manway,
and at welding back-up bar attached to the tank bowl. These areas comprised less than
0.03% of the interior surface area of the dry riser. A fair amount of rust staining was
noted on the top of condensate ceiling. This staining was most likely caused by areas of
the pedestal stiffer rings that were cut to allow cellular antenna cable routing. In these
areas the edges of the cut stiffener or the new toe plates added were not cleaned and
painted. Areas where the paint was burned due to welding on the exterior of the pedestal
during cellular antenna installation were cleaned and touched-up.
Photograph 30 - Bottom Side of Condeosate Ceiling
Elevated Water Storage Tank
City of Arden Hills South Tank
29
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Photograph 31- Platform to Access Tuhe
The results of the total system dry-film thickness measurements from various
locations on the interior of the tank pedestal are summarized in the following table.
Area DFT Range (mils) DFT Average (mils)
Interior Pedestal 9.1 to 16.0 13.3
Top of Condensate Ceiling 13.8 to 20.9 16.9
Interior Access Tube 7.9 to 12.5 8.6
Exterior of the Bowl 4.7 to 18.5 9.8
A SOX microscope was used to examine the substrate in random areas to
determine if mill scale, intercoat contamination, voids, underlying rust, mill scale, and/or
pinholes existed. The substrate appeared to be blasted and free from any of the fore
mentioned conditions.
The adhesion of the coatings on the interior dry surfaces of the tank was found to
be good (4A to SA). The coating system appeared to have two coats, a beige primer and
a white topcoat.
Elevated Water Storage Tank
City of Arden Hills South Tank
30
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
General Discussion on Maintenance Painting
The purpose of this coating assessment was to assess the condition of the existing
coatings on the structure and make appropriate recommendations for maintenance
painting. Many factors affect the service life of a coating system. These include the type
of coating originally applied, the type and quality of surface preparation, service
environment, number of coats and film thickness, and any subsequent maintenance
painting activity.
If a particular coating has provided satisfactory corrosion prevention and remains
in relatively good condition, it is cost effective to extend the life of the system through
overcoating and retaining as much of that original coating as possible. This strategy is
countered by a "full removal" approach that removes all existing lead-based coatings.
This strategy effectively places the tank at the beginning of a new maintenance painting
cycle. Little work will be required for at least 10 years, and then, it should involve only
minor touch-up. This strategy, while safe and effective, is also more expensive.
Maintenance painting options for tank structures fall into three main categories:
Spot repairs, spot repairs with full overcoats, and complete coating removal and
replacement. Each of these options is progressively more complex and requires
progressively more work. Correspondingly, each option also offers greater long term
protection to the structure, but at additional costs. Where paints containing hazardous
metals are present, the issues associated with removing these paints impact the decision
making process. Spot repairs, with or without overcoats, minimize the amount of
hazardous material handled, thus minimizing the cost.
When removal and replacement is performed, a new maintenance cycle begins.
As the coatings age and weather, isolated spot repairs may be required. Several spot
repairs may be made to the individual structure until a full overcoat is necessary. More
spot repairs may then be made and additional overcoats applied until extensive corrosion
develops, significant coating breakdown occurs, or the mechanical properties of the
coatings (e.g. the adhesion) degrade to the point where additional work is no longer
practical. At this time, complete removal may again be required, but the effective life of
the original coating system has been extended through the planned maintenance
activities.
There is always the option to defer maintenance painting if the service life of the
structure is limited or there is some other benefit for postponing the work. If
maintenance painting is deferred for a period of time, the level of surface preparation
required to properly prepare the surface increases correspondingly (i.e. total removal will
be required). In some cases, where the structure is corroding extensively but is still
structurally sound, painting is deferred because the highest level of surface preparation is
already needed, whether performed today or several years from now. The strategy in this
case is to use the money to repair coatings in other areas that are not so badly deteriorated
in order to stop the corrosion from propagating to the point that removal is the only
option.
Elevated Water Storage Tank
City of Arden Hills South Tank
31
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Maintenance painting options are further discussed below:
Spot Repairs
Spot repairs, as the name suggests, involve surface preparation and coating
application only to the individual spots of corrosion or breakdown. The amount of
coating being removed is minimized, reducing the impact of hazardous materials
handling, contairunent, and worker protection due to the presence of lead, cadmium, or
chromium. Spot repairs also serve to repair the existing coating film only where it is
needed, repairing the corroded areas and stopping the propagation of the breakdown.
Coatings in essentially any condition may be spot repaired, but it is only pragmatic when
the level of breakdown is minor and somewhat isolated. A disadvantage of this approach
involves aesthetics. The repair spots are clearly visible.
A variation of this type of localized repair includes zone or area repairs. This
involves surface preparation and coating application over a larger area that exhibits more
concentrated levels of breakdown. For example, the exterior roof of a tank or just the
riser pipe is often zone painted.
Spot Repairs with Full Overcoat(s)
The addition of a full overcoat serves three primary purposes: the additional coat
provides additional barrier protection and helps to seal minor defects that are not apparent
when conducting spot repairs. It also offers an improved appearance when compared to
spot repairs. The addition of the overcoat also adds complexity and cost to the overall
project. The complexity changes because a contractor must now access all areas of the
structure to apply the full coat. The entire surface must also be thoroughly cleaned (i.e.
power washed) to remove chalk and surface debris. When top coating existing coatings,
it is usually recommended that a full prime coat be applied in addition to the full top coat.
Most coatings become brittle as they age and oxidize. The additional prime coat
promotes inter-coat adhesion of the new and existing materials. It should be noted that
overcoating has not been historically successful for any coating subjected to immersion
service. Therefore overcoating is not an option for tank interiors.
Complete Coating Removal and Replacement
Full removal and replacement is the final option for maintenance painting. It is
certainly the most costly option (especially when removing existing coatings that contain
toxic metals), but it offers the greatest opportunity for long-term protection. All of the
mill scale and weak paint are removed and a new system with a new design life is
applied. All lead paint is removed at the same time, eliminating hazardous metals from
future consideration, This method also provides the most pleasing appearance.
Any of these maintenance painting strategies may be used at any given time to
protect a structure. The main selection criteria is usually cost, but the long-term
maintenance strategy is also important. To consider spot repairs, the level of existing
Elevated Water Storage Tank
City of Arden Hills South Tank
32
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
breakdown should be less than 20% of the total area of the structure. Beyond this level,
the cost benefit of utilizing spot repairs is lessened.
When conducting spot repairs, the application of a full overcoat is preferred for
the aesthetic improvement, and because of the additional barrier protection it provides.
To be a candidate for overcoating, the existing film must be adequately adhered, with no
excessive film thickness or a large number of coats. A blast cleaned substrate beneath the
existing paint is also desirable. Marginally adherent films, excessive thickness, underfilm
corrosion, or mill scale can be detrimental to overcoating. The additional weight of the
overcoat material and curing stresses can cause complete disbonding of the existing coats
if they are of insufficient integrity.
Further consideration must also be given to previous or future overcoating. A
coating system has a finite level of overcoating tolerance. Eventually, the additional
weight and curing stresses will become greater than the adhesive bond strength between
the existing coating and the substrate.
Elevated Water Storage Tank
City of Arden Hills South Tank
33
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RECOMMENDATIONS
1) Site Location and Condition
A security fence around the immediate tank site should be considered to reduce
the chance of contamination of the tank contents or vandalism. The cost of this
fence (100' x 100' - 8' high) along with two access gates should not exceed
$24,300.
The ground around the tank's foundation should be graded so that the foundation
projects 6 inches above grade with the slope of the grade away from the
foundation. Areas with less than 6 inches of foundation projection adjacent to
concrete sidewalks do not require grading repair. The cost of this alteration
should not exceed $2,200.
2) Foundation
The foundation was in good condition overall. The minor crack and pop-out
should be considered normal for a tank of its age. As further degradation is not
expected these items do not require repair.
3) Exterior Coating
The exterior coating was in good condition overalL All areas of localized
corrosion should be spot repaired in conjunction with the interior coating work.
Specifications should require surface preparation in accordance with SSPC-SP 3
"Power Tool Cleaning" followed by two coats of an acrylic coating. The power
tools used (e.g. needle gun, roto-peen, etc.) should be equipped with vacuum
shrouds which would significantly reduce the containment requirements,
Utilizing the shrouds, the only additional containment needed would be tarps
placed upon the ground to catch inadvertent releases of paint debris. KTA's
opinion of probable construction cost for spot repairs to the tank exterior should
be approximately $13,500.
If aesthetics are particularly important the tank could be overcoated. The surface
preparation if overcoating is desired, specifications should require pressure
washing all exterior tank surfaces in accordance with SSPC-SP 12, WJ-4 to
remove dirt, debris, and chalking prior to the application of an epoxy penetrating
sealer and urethane finish coat. The existing exterior coating is a urethane, which
often requires mechanical sanding in addition to pressure washing to insure
coating performance. Therefore, the cost to overcoat the tank exterior is
substantial (approximately $98,000) and is not required at this time.
Care should be taken during any exterior painting to avoid overspray or paint
drips onto the cars in the parking lots adjacent to the tank site.
Elevated Water Storage Tank
City of Arden Hills South Tank
34
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4) Overflow Pipe
A stainless screen should be placed over the overflow pipe's outlet to eliminate
the possibility of wildlife entering the tank. The cost of this item should not
exceed $400.
5) Ladders
The ladders were in good condition overall. A future major rehabilitation of the
tank should include an item to add non-slip coatings to the ladder rungs.
6) Dry Riser and Bowl
The coatings on the interior of the pedestal and on the bowl exterior were in good
condition overall but areas of corrosion should be spot repaired along with coating
repairs on the tank interior. The bare steel plates added during cellular antenna
cable installation should also be cleaned and painted. Specifications should
require surface preparation in accordance with SSPC-SP 11 "Power Tool
Cleaning to Bare Metal" followed by two coats of an epoxy coating. The cost for
these coating repairs should not exceed $7,900.
8) Vent
The existing tank vent is not a clog and/or frost resistant design. A WW A
Standards recommend that all vents with screening against insects be designed to
ensure "fail-safe" operation if the screens become clogged or frosted over.
Therefore, the existing vent should be replaced with a clog-resistant vent. The
vent should be designed so that it is removable in order to act as an additional
means to access the tank and provide additional ventilation during any work
inside the tank. The cost to add an additional vent should not exceed $7,000.
9) Roof Openings
The roof openings were in good condition.
10) Interior Coating
For the interior of the tank container (interior wet), KTA recommends spot
repairing all areas of corrosion. Each area should be prepared in accordance with
SSPC-SP II "Power Tool Cleaning to Bare Metal". All spot-prepared areas
should then receive a three-coat epoxy system that is certified compliant with the
ANSIINSF 61 standard. This repair should be performed within the next three
years. KTA's opinion of probable construction cost for spot repairs to the tank
exterior should be approximately $13,500.
Elevated Water Storage Tank
City of Arden Hills South Tank
35
I
~
I
I
I
I
,
I
,
t
t
I
I
t
,
I
I
a
I'
Photograph 1 - Arden Hills Sonth Tank
Elevated Water Storage Tank 1
City of Arden Hills South Tank
Photographic Appendix
I
I
I
I
I
I
t
I
t
I
Photograph 2 _ Typical Condition of Tank Interior - Note Corrosion on Shell in Two Spots and
Corrosion and Stain from Rafters
,
,
I
t
l
,
I
I
,
Photograph 3 - Typical Good Condition ofInterior Tank Shell and Bowl
Elevated Water Storage Tank
City of Arden Hills South Tank
2
Photographic Appendix
I
I
j
t
I
I
,
,
t
I
,
t
Photograph 4 - Corrosion on Overflow Weir Box
,
,
i
j
t
,
I
Photograph 5 - Typical Condition oflnterior of Dry Riser Note Gray Squares of
Touch-up where Cellular Antennas are Attached on the Exterior
Elevated Water Storage Tank
City of Arden Hills South Tank
3
Photographic Appendix
I
t
I
,
t
,
,
I
I
I
t
I
I
i
,
I
I,
I
I
Photograph 6 - Typical Coating Condition and Minor Corrosion in the Access Tuhe
Photograph 7 - Typical Condition of the Underside of the Tank Bowl
Note Minor Corrosion on Manway
Elevated Water Storage Tank
City of Arden Hills South Tank
4
Photographic Appendix
,
j
I
a
t
'I
,
I
I
I
I
i
I
I
Photograph 8 - Minor Corrosion at Welding Back-np Bar on Underside of Tank Bowl
,
I
t
I
t
Photograph 9 - Top Surface of Condensate Ceiling
Elevated Water Storage Tank
City of Arden Hills South Tank
5
Photographic Appendix
I
I
i
I
-'
I
t
,
I
I
I
I
I
Photograph 10 - Cellular Antenna Cable Routing at Pedestal Stiffener Rings
I
.
I
I
t
,
I
Photograph 11 - Typical Condition of Exterior Coatings
Elevated Water Storage Tank
City of Arden Hills South Tank
6
Photographic Appendix
I
I
,
j
I
t
I
I
I
I
I
Ii
i
I
Photograph 12 - Typical Condition ofthe Tank Roof
,
I
I
Photograph 13 - Isolated Area of Corrosion on the Tank Baseplate
,
I
Elevated Water Storage Tank
City of Arden Hills South Tank
7
Photographic Appendix
I
I
j
I
I
t
I
I
,
t,
I
I,
I
j
,
,
I
,
I
Photograph 14 - Minor Corrosion at Vertical Shell Overhang and Bowl Connection
Photograph 15 - Typical Condition of Exterior Pedestal
Elevated Water Storage Tank
City of Arden Hills South Tank
8
Photographic Appendix
I
,
I
I
I
.~
"yr;t.--:
_ .,1..
I
I
I
,
I
t
I
Photograph 16- Minor Crack in Foundation
I
I
I
I
-
j
t
Photograph 17 - Minor Concrete Pop-out on Foundation
Elevated Water Storage Tank
City of Arden Hills South Tank
9
Photographic Appendix
,
I
I
I
,
I
t
I
I
I
I
I
Photograph 18 - Dry Riser Ladder
I
I
t
I
I
,
I
Photograph 19 - Roof Handrail System
Elevated Water Storage Tank 10
City of Arden Hills South Tank
Photographic Appendix
,
I
I
I
I
I
I
I
I
Photograph 20 - Overflow Pipe Outlet
I
t
I
I
I
I
,
I
,
I
-.: AL.",;"
Photograph 21- Damaged Screen on Overflow Pipe Outlet
Elevated Water Storage Tank
City of Arden Hills Sonth Tank
II
Photographic Appendix
I
I
I
I
I
I
I
I
I
I
Photograph 22 - Roof Vent
,
t
I
I
I
I
,
I
Photograph 23 - Pedestal Door - Note Poor Foundation Projection on Right Hand Side of
Photograph
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
12
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 24 - Minor Coating Failure and Corrosion on Baseplate
I
,
I
I
-t'
I
I
I
,
I
Photograph 25 - Typical Isolated Corrosion on li:xterior Pedestal
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
13
Photographic Appendix
I
I
I
I
I
I
I
I
,
Photograph 26 - Typical Rust on Pedestal Vents Screens
I
I
t
~
I
.
I
~
, -,,-,
4' ,.
r.:-' - ,
'I'
. '.. :~::>'i
. . . .,
, ,
,~
I
I
I
I
I
Photograph 27 - Localized Areas of Corrosion on Tank Roof and Roof Handrail
Elevated Water Storage Tank
City of Arden Hills South Tank
14
Photographic Appendix
I
I
I
I
I
I
I
I
i
I
Photograph 28 - Tank Vent Screen
I
.
I
I
I
I
I
I
I
Photograph 29 - Typical Condition of Interior Bowl- Note Brown Areas in this Photograph are
Sediment, Not Corrosion
Elevated Water Storage Tank
City of Arden Hills South Tank
15
Photographic Appendix
I
I
I
I
I
I
I
I
I
I
Photograph 30 - Bottom Side of Condensate Ceiling
I
I
I
I
I
,
I
I
I
Photograph 31 - Platform to Access Tube
Elevated Water Storage Tank 16
City of Arden Hills South Tank
Photographic Appendix
I
I
I
I
I
I
I
I
I
I
Pbotograpb 32 - Name Plate Data
I
I
I
I
I
I
I
Photograph 33 - Pedestal Access Door
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
17
Photographic Appendix
I
I
I
'"
':,,?<
.,
,
I
I
I
I
I
Photograph 34 - Tank's Proximity of Overhead Electrical Wires and Building
I
I
I
I
I
I
I
I
I
Photograph 35 - Localized Area of Corrosion on Exterior Pedestal
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
18
Photographic Appendix
I
I
I
I
I
I
I
I
I
Pbotograpb 36 - Cellular Antenna Conduits
I
I
I
I
I
I
I
I
I
I
Photograph 37 - Overflow Splash Pad / Drainage Trough
Elevated Water Storage Tank
City of Arden Hills South Tank
19
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 38 - Interior of Overflow Pipe at Outlet
I
I
I
I
I
I
I
I
I
I
Photograph 39 - Exterior Pedestal and Underside of Bowl
Elevated Water Storage Tank
City of Arden Hills South Tank
20
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 40 - Corrosion on Edge of Base Plate and Good Condition of Grout betweeo Foundation
and Baseplate
I
I
I
I
I
I
I
I
Photograph 41 - Tank Gronnd Wire
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
21
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 42 - Typical Condition of Anchor Bolts
I
I
I
I
I
I
I
I
Photograph 43 - Dry Riser Condensate Ceiling - Note that there is No Manway in Ceiling, This
Cover was Lying on the Ceiling
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
22
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 44 - Interior of Pedestal
I
I
I
I
I
I
I
I
Photograph 45 - Typical Condition of Interior Pedestal Stiffener Rings
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
23
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 46 - Underside of Tank Bowl
I
I
I
I
I
I
I
I
Photograph 47 - Minor Area of Corrosion on Access Tube Platform Floor
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
24
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 48 - Typical Condition of Overflow Pipe and Spider Rods in Dry Riser
I
I
I
I
I
I
I
I
Photograph 49 - Good Condition of Bowl to Pedestal Colnmn Weld Joint
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
25
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 50 - Proximity of Tank to Parking Lot
I
I
I
I
I
I
I
I
Photograph 51- Typical Condition of li:xterior Part of Bowl
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
26
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 52 - Corrosion at Vertical Shell Overhang at Bowl
I
I
I
I
I
I
I
Photograph 53 - Typical Condition of Painters' Rail
I
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
27
Photographic Appendix
I
I
.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Elevated Water Storage Tank
City of Arden Hills South Tank
I
Photograph 54 - Exterior Roof
Photograph 55 - li:xterior Roof
28
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 56 - Corrosion on Pipe Coupling on Exterior Roof - These Couplings are Used for
Rigging the Tank Interior or less often for Cathodic Protection Systems
I
I
I
I
I
I
I
Photograph 57 - Primary Roof Manway
I
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
29
Photographic Appendix
I
I
I
I
I
I
I
I
I
Photograph 58 - Secondary Roof Manway
I
I
I
I
I
I
I
Photograph 59 - Close-np View of Interior Tank Shell
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
30
Photographic Appendix
I
I
I
I
I
I
I
I
I
I
Photograph 60 - Interior Tank Bowl- Note Sediment at Base of Access Tube
I
I
I
I
I
I
I
Photograph 61 - Typical Condition of Interior Bowl and Shell
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
31
Photographic Appendix
I
I
I
I
I
I
I
I
I
I
Photograph 62 - Corrosion on Erection Plates Attached to Interior Wet Side of Access Tube
I
I
I
I
I
I
I
Photograph 63 - Typical Condition of Coating in Access Tube
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
32
Photographic Appendix
I
I
I
I
I
I
I
I
I
I
Photograph 64 - Typical Condition of Access Tube Ladder
I
I
I
I
I
I
I
Photograph 65 - Minor Areas of Corrosion in Access Tube
I
I
Elevated Water Storage Tank
City of Arden Hills South Tank
33
Photographic Appendix
I
.
.
.
.
~
~~HILLS
MEMORANDUM
DATE:
January 18,2006
AGENDA ITEM 2.B
TO:
Mayor and City Council
Michelle Wolfe, City Administrator MJJ#r
I-35W Corridor Coalition
FPOM:
SUBJECT:
During discussions regarding the 2006 budget, Council discussed the possibility ofre-joining the
I-35W Corridor Coalition. It was noted that the Coalition spent 2005 redefining its purpose and
scope of work. A result of that effort is reduced dues, The cost for Arden Hills to join the
Coalition in 2006 is $5,340, (In comparison, our 2004 membership fees would have been
$11,594 if we had joined, including the fees for GIS and Housing Resource Center membership,
Arden Hills was a member of the Coalition through the end of2003.)
The Coalition is scheduled to meet tonight (Wednesday, January 18) for a regular board meeting,
A copy of the agenda, contact list, and action plan are attached for your review, I have also
included a copy of the draft November Board meeting minutes,
As previously conveyed to you, the Coalition Board developed Amendment No, 2 to the Joint
Powers Agreement (also attached) which narrows the focus of the organization. The stated goal
is as follows:
"To work cooperatively with MnDOT, the Metropolitan Council, Ramsey and Anoka Counties, and other
agencies in planning for transportation improvement, transit needs, and other infrastructure improvements
in the 1-35W Corridor."
The City Council last discussed possible membership in the Coalition at the August work
session. At that time, the consensus was to include the membership fees in the proposed budget,
but formal action regarding the decision to join would come back at a future Coucnil meeting,
once the final budget was completed.
Staff requests that Council discuss the possibility of joining the I-35W Corridor Coalition. If
there is consensus to proceed, staff will place an item on a future City Council meeting agenda.
The requested action at that time would be approval of Amendment No.2 of the North Metro]-
35W Corridor Coalition Joint Powers Agreement,
\\Metro~inet.us\ardenhills\Admin\City Administrator\Memo\2006\1-18-06 Memo RE 1-35W CorridorCoalition.doc
NORTH METRO 1-35W CORRIDOR COALITION
1000 Westgate Drive, Suite 252
SL Paul, MN 55114
AGENDA
January 18, 2006, 4:30 PM
Blaine City Hall
I. Welcome/lntroductions
Pres. Dick Swanson, VP Steve Larson
2- 1-35W Funding Status in Washington Ken Butler/Jon Olson
3, 2006 Work Plan Approval Bob Benke
4, MniDOT Update- District Engineer Appointment Chris Roy
5, November 16 Minutes Approval Joseph Strauss
. 6, October Finaneials Joseph Strauss
7. 2006 Membership Status Joseph Strauss
8, Adjourn
.
C,IDOCUMENTS AND SETTlNGSIMICIIELLLWOLFEILOCAL SETTlNGSITEMPORARV INTERNf:'('
FILESIOLKHIAGEND,\ Ll8,06,DOC
NORTH METRO 1-35W CORRIDOR COALITION
BOARD OF DIRECTORS CONTACT INFORMATION
ARDEN HILLS
Mayor Beverly Aplikowski
W) 651- 633-1264
CH) 651-634-5120
1245 West Hwy 96
Arden Hiils, MN 55112
Aplikowski@aol,com
LEXINGTON
Mayor Don Valenta
CH) 763-784-2792
4175 Lovell Rd, Ste.140
Lexington, MN 55014
lexinqtonmn@comcaslnet
.
Michelle Wolfe, City Administrator
W) 651-634-5127
1245 West Highway 96
Arden Hills, MN 55112-5794
michelle. wolfe@ci.arden-hills,mn.us
Mike Delmont, City Administrator
CH) 763-784-2792
4175 Lovell Rd. Ste.140
Lexington, MN 55014
lexinqtonmn@comcaslnet
BLAINE
Counciimember Dick Swanson
W) 763-784-6700
Cell) 763-370-2557
H) (763) 784-9429
10801 Town Square Drive
Blaine, MN 55449
dswanson@cLblaine.mn.us
MOUNDS VIEW
Mayor Rob Marty
CH) 763-717-4000
H) 763-780-8876
2401 Highway 10
Mounds View, MN 55112
Rob. marty@ci.mounds-view.mn.us
Ron Wood, City Manager
W) 763-785-6121
10801 Town Square Drive
Blaine, MN 55449
lWood@cLblaine.mn.us
Kurt Ulrich, City Administrator
CH) 763-717-4001
2401 Highway 10
Mounds View, MN 55112
kurt. ulrich@ci,mounds-view,mn.us
Councilmember Wes Hovland (All.)
0) 612-331-1000
H) 763-786-5011
8650 Van Buren St NE
Blaine, MN 55434
whovland@ci.blaine.mn.us
NEW BRIGHTON
Mayor Steve Larson
Cell) 651-208-7680
2150 Erin Court
New Brighton, MN 55112
stevenlarson 1@comcastnet
.
CIRCLE PINES
Mayor Dave Bartholomay
Cell) 612-868-7203
71 W. Golden Lake Road
Circle Pines, MN 55014
d ba rth 010 mav@cLcircle-pines.mn.us
Matt Fulton, City Manager
CH) 651-638-2041
Cell) (651) 775-5529
803 Old Highway 8 NW
New Brighton, MN 55112
matt fulton@newbriqhtonmn.qov
James Keinath, City Administrator
W) 763) 784-5898
200 Civic Heights Circle
Circle Pines, MN 55014
ikei nalh@ci.circle-pines.mn.us
Counciimember Mary Burg (Alt)
H) 651-636-2315
224 Heritage Lane
New Brighton, MN 55112
Mary, bu rq@newbriqhtonmn.qov
Councilmember Dan Greensweig
H) 763-783-8734
334 ShelWood Court
Circle Pines, MN 55014
dqreensweiq@ci.circle-pines.mn.us
ANOKA COUNTY
Commissioner Margaret Langfeld
Board Chair
CO) 763-323-5700
H) 763-767-3159
12002 Vermillion SI Unil A
Blaine, MN 55449
marqarellanqfeld@co.anoka.mn.us
.
Jon Olson, PE, Division Manager Mn/DOT
CO) 763-323-5789 Chris Roy, PE, Area Manager
Celi) (612) 850-4106 W) 651-582-1481
. Anoka County Government Center Cell) 651-271-9636
2100 3rd Ave. FI7 Waters Edge Building
Anoka, MN 55303-2264 1500 W, County Road B-2
ion.olson@co.anoka.mn,us Roseville, MN 55113
ch ris. rov@dolstate.mn.us
Kate Garwood (All.)
Multimodal Transportation Manager INVITATION LIST
CO) 763-862-4230 Mayor Tom Ryan
Highway Department CH) 763-784-6700
1440 Bunker Lake Blvd, Cell) 763 -238-9190
Andover, MN 55304 10801 Town Square Drive
kate. qarwood @co.anoka.mn.us Blaine, MN 55449
Tryan@cLblaine.mn.us
RAMSEY COUNTY
Commissioner Jan Parker Commissioner Rhonda Sivarajah
CO) 651-266-8356 CO) 763-323-5746
Cell) 651-247-8866 H) 651-483-5150
220 Court House 6404 Deerwood Lane
15 West Kellogg Blvd. Lino Lakes, MN 55014
St Paul, MN 55102 Rhonda. sivaraiah @co.anoka.mn.us
Jan.Parker@co.ramsevmn.us
Patrick Boylan
Ken Haider, P.E., Public Works Director Metro Council Sector Representative
CO) 651-266-7104 W) 651-602-1438
Ramsey County Public Works Metropolitan Council
1425 Paul Kirkwold Drive Mears Park Centre
. Arden Hills, MN 55112 230 E. 5th Sl
Ken.haider@co.ramsey.mn,us Sl Paul, MN 55101
Patrick.bovlan@metc.state.mn.us
Commissioner Tony Bennett (All)
CO) 651-266-8350 Victoria Dupre
220 Court House Metro Council Sector Representative
15 West Kellogg Blvd. W) 651-602-1621
Sl Paul, MN 55102 Metropolitan Council
Tony. bennett@co.ramseY.mn.us Mears Park Centre
230 E. 5th Sl
EX-OFFICIO SI. Paul, MN 55101
Metropolitan Council Victoria.dupre@metc.state.mn.us
Disl 9 Council Member Natalie Steffen
H) 763-753-4298 Greg Coughlin, PE,
7007 164th Ave, NW Mn/DOT Area Engineer
Ramsey, MN 55303 (651) 582-1305
natalie.steffen@metcstate.mn.us (651) 634-2162
1500 W, County Rd B-2
Dist 10 Councilmember Kris Sanda Roseville, MN 55113
Me) 763-757-1962 qreq,couqhlin@dolstate.mn.us
Metropolitan Council
230 E. 5th Sl Tim Mayasich, Sf. Transportation Planner
Sl Paul, MN 55101 W) 651-266-7105
kris. sanda(ci)metc. state. m n. us Ramsey County Public Works
1425 Paul Kirkwold Drive
Arden Hills, MN 5511
Timothv. Mayasich@co.ramseY.mn.us
.
2
NORTH METRO 1-35W ACTION PLAN SUMMARY
.
OVERVIEW:
Prior work of the Coalition and others has identified the area on 1-35W between 1-
694 in New Brighton and Lake Drive in Lino Lakes as a key freeway segment in
the northern suburbs needing reconstruction, This work has been most recently
reinforced by the findings incorporated in Mn/DOT's 1-35 Corridor Management
Plan, The Plan included input from city, county and township officials throughout
the area and as far north as Hinckley, Current Mn/DOT plans and the
Metropolitan Council's 2030 Transportation Policy Plan do not foresee any
expansion of 1-35W until sometime after 2030, While problems are
acknowledged, improvements are deferred due to lack of adequate funding and
greater emphasis on other priorities, Unless we act, together, this prognosis will
not change, But it must be changed,
This segment of 1-35W is at the heart of the freeway system that serves the
fastest growing and redevelopment areas of northern Ramsey County and
southern Anoka County, Redevelopment of the NW Quadrant in New Brighton,
the TCMP Redevelopment in Arden Hills and the Medtronic Campus
development in Mounds View are adding additional needs for capacity on top of
the already visible daily problems we encounter. This growth is in addition to
construction of thousands of new homes and the Pheasant Ridge site
development in Blaine,
.
Lack of specific plans for expansion of 1-35W makes planning for access from
and to the regional system problematic for these developments, In addition,
marketing efforts will be hampered, It is highly likely that transportation and other
infrastructure investments will either be wasted or less efficient until Mn/DOT
determines the nature and timing of improvements on 1-35W.
The segment of 1-35W north of 1-694 is a critical segment from a State and
National perspective as well. It includes the joint segment of two Inter Regional
Corridors, TH 10 & 1-35W, as they join the high priority metro freeway ring, The
merging and weaving of traffic from the two corridors creates the need for
another "Unweave the Weave" design similar to the 1-694/1-35E project further
east Failure to address the congestion and safety problems created by the
current inadequate design will have severe impacts on commerce, tourism and
personal mobility on a large scale
Waiting until after 2030 for new capacity on 1-35W and for remodeling of the
supporting local streets and arterials is not an option for our cities, our
businesses and our citizens, Accordingly, the Coalition offers the following plan
for securing the necessary planning and construction funds on an accelerated
time table, "The Plan" will be implemented recognizing that laws, policies and
plans exist to provide a framework and process that ensures that appropriate
.
.
.
.
issues are considered and affected agencies and members of the public have an
opportunity to participate in the decision making process,
"The Plan" anticipates a three stage strategy:
. Stage I involves securing funding for and accomplishing a Scoping Study
to identify and evaluate alternative design concepts for the expansion of 1-
35W with results to be incorporated in updated Comprehensive Plans to
be submitted to the Metropolitan Council in 2008. .
o Estimated Cost: $500,000 - $750,000 (Less if Mn/DOT Metro
Internally resourced)
o Estimated Timeframe: Target Completion 2007-08
. Secure Funding 3-12 Months
. Select Consultant 4 Months (Less if Mn/DOT internal
resourced)
. Conduct Scoping Study 12-18 Months
. Study Report Review/Approval 3 Months
. Stage II will involve advocating for and securing funding for a Tier I
Environmental Assessment of the short list of feasible designs, leading to
local, state and federal approvals of the design layout and associated
environmental documents,
o Estimated Cost: $1,000,000 - $2,000,000
o Estimated Timeframe: Target Completion 2010-2011
. Secure Funding 12 Months
. Select/Approve Consultant 4 Months
. Conduct Tier I Assessment 24 Months
. Report Review/ Approval 9 Months
. Stage III will involve advocating for and securing funding in the Mn/DOT
construction program for the construction of the selected design at the
earliest possible opportunity, Stage III activity will overlap Stage II activity.
o Estimated Cost:
. 1-694-Anoka/Ramsey Co, Line $338 Million
. Anoka/Ramsey Co, Line- CR 14 $270 Million
o Estimated Timeframe: Target Start- Follow 1-694 Rebuild
(currently post 2014 due to constrained funding)
. Initial focus on individual interchanges
. Include in Metro Council's 2030 TPP Update
. Include in Mn/DOTs STIP Update
. Include in Mn/DOT Metro's TSP Updates
. CR 96 scheduled for 2015-2023 @ $20Million
I n short, this effort will require a commitment of time, energy, financing and
political pressure that must be sustained over a long period of time,
Data Sources:
2003 FSA Photo
New Brighton GIS
0,
N'M'~'.
1 0.5 0
- -
.
.
.
OVERVIEW
.
The North Metro 1-35W Corridor Coalition was established in 1996 in order to provide
member cities and counties a venue for collaboration on transportation and economic
development issues, Subsequently, several studies were conducted to determine
opportunities to build out or redevelop available spaces in the corridor, the impacts on
the corridor from that development, and the needs for infrastructure investments to
mitigate impacts, The Coalition is now concentrating on solutions to problems identified
that require investments in the regional transportation system,
CURRENT ISSUES
n Policy Plan does not
. or in the "Expansion"
on 1-35W such as
"Management"
eculative and
Ian that
Anoka and Ramsey Counties
out knowing what the long
"Innovative Financing"
,dOL Mn/DOT completed
C idor are included in the list
y to accelerate construction
project proposal specific to the
.
ay system that serves the fastest
amsey County and southern Anoka
Qua ra t in New Brighton, the TCMP
e edtronic Campus development in Mounds View
n top of the already visible and daily problems we
to rapid housing growth and the potential Pheasant
Lack of specific for pansion of 1-35W makes planning for access from and to the
regional system pr tic for these developments, Also, lack of near term relief will
affect the marketabi of these vital projects, It is highly likely that transportation and
other infrastructure I vestments will either be wasted or less efficient until Mn/DOT
determines the nature and timing of improvements on 1-35W.
The segment of 1-35W north of 1-694 is a critical segment from a State and National
perspective as well. It includes the joint segment of two Inter Regional Corridors, TH 10
& 1-35W, as they join the high priority metro freeway ring, The merging and weaving of
traffic from the two corridors creates the need for another "Unweave the Weave" design
similar to the 1-694/1-35E project further east Failure to address the congestion and
safety problems created by the current inadequate design will have severe impacts on
commerce, tourism and personal mobility on a large scale
.
2
.
Waiting until after 2030 for new capacity on 1-35W and for remodeling of the supporting
local streets and arterials is not an option for our cities, our businesses and our citizens.
Accordingly, the Coalition offers the following plan for securing the necessary planning
and construction funds on an accelerated time table, "The Plan" will be implemented
recognizing that laws, policies and plans exist to provide a framework and process that
ensures that appropriate issues are considered and affected agencies and members of
the public have an opportunity to participate in the decision making process.
WORK PLAN
THE PROBLEMS:
1, FUNDING: Mn/DOT has identified a $24 Billion stat
gap for the 2008-2030 Planning horizon. Of that
accounts for $21 Billion, Seventy six percent 7
meet performance standards, including 1-35.
revenue streams,
2, PROCESS: Scarcity of funding require
managed via a rigorous evaluation p c
and policies specify steps that must be foil
long range plans face extreme difficulty in ob
development and constructio'
.
.J
GOAL # 1 : MAINTAIN A VITAL C ION.
TASK l' Expand Coalition Board: Exp~n volv ent by raising member
two (2) ele~d,i,. 0 ppointed staff,
'f
h: Reinforce. the membership and resources available
.;ji"
y current Members by Nov, 30, 2005
done (1) new county member by Dec.
it other potential city members in 2006,
ector partners by March 31, 2006
Benefits:
L Affe d communities and businesses will participate in creating
e ure business plans for the Coalition,
ources will be available to carry out Coalition Work Plans,
ember financial burdens will be minimized,
STRATEGY:
1, Assemble Contact Strategy for each Public agency
a. Identify recommended message and channel preferred,
b, Prepare specific information requested
c. Identify and brief Contact Team/Person
d, Implement plans
.
2, Assemble Contact Strategy for potential Community Partners (x10)
a, Prepare list of desired businesses from each area city,
3
b, Prepare specific information packet for candidate companies
c, Identify and brief Contact Team!Person
d, Implement plans,
TASK 2: Streamline Coalition Administrative Functions
a. Update Official Documents
i. Joint Powers Agreement
ii. Bylaws
b, Review! Update Support Service Agreements
c. Review! Update Operating Policies
d. Benefits:
i. Operating costs are minimized
ii. Members are assured of efficient fund use,
iii. Resources are adequate to meet goals.
.
TASK 3: Develop and implement a comprehensive info
a, Expand distribution of Coalition Inform
bodies of participating organizations
i. Annual presentations to all M
ii. As requested meetings on t .
iii. Annual gathering with Communi
b. Establish routine as well as targeted co.
Congressional delega ' members.
c. Maintain a visible media ce,
d, Provide content for memb
i. Cable Television
ii. Newsletters
e, Benefits:
i. Acti'
u",
ii. Legi
SUpportl
er c
impr
m.
of governing
s.
.
s of the oalition are known and
ber policy leaders,
resentatives understand and are
d requests for action,
ity understand and support the effort to
ents in Coalition area road and transit services,
EM DESIGN ISSUES
d co plete a "Scoping Study" to define the ultimate design
W between 1-694 and CR 14! Lake Drive in Lino Lakes,
ure S ping Study funding by June 31, 2006
of Scoping Study results by December 30, 2007
a,
b.
c,Ben
i. Area communities will be able to determine local access opportunities
for development/redevelopment programs,
ii. Early identification of project limits! rights of way needed
iii. Interim investments can be staged to meet current and future system
operating needs.
iv, Developers and merchants will be able to assess market opportunities
and make private investment decisions,
v, Current and future residents will be able to assess mobility and
accessibility factors that support their quality of life goals,
.
4
.
d, EXPLANATION: Construction projects on the interstate highway system
must have federal government approvals predicated on meeting process
requirements, The first major step is a "Scoping Study" that includes the
definition and evaluation of all possible solutions to the identified
problems so that a fair and valid assessment of impacts can be made.
The proposed study will build on results of earlier Coalition work that
identified the 1-35WfTH 10 segment between 1-694 & 95'h Street as
needing significant expansion to meet current and future traffic flow
demands as well as ongoing development efforts by member
organizations.
Strateqy
Priority 1: Convince Mn/DOT to conduct the
resources,
The freeway expansion needed based on work
problems providing access to and from local
outcome of the Scoping Study will be a sh
competing design and access conflicts.
Scoping Study will cost $500,000 or .
needed to do the major share of t
internal resources available to
.
egislative process in 2006
eeds of all member cities and
olv ts in a collaborative process,
iness needs for access to the regional road system
egree feasible, consistent with,
e regional system to meet regional and state
uses,
STRATEGY
1: Coalition Board assumes role of the Solutions Task Force
L Continue Technical staff work with Mn/DOT and Metropolitan
Council staff to identify and evaluate alternatives,
iL Coalition Board will assess options and recommend preferred
alternatives.
.
2: Foster exchange of information between development teams from individual
community projects.
5
TASK 3: Secure funding for and complete a Tier I Environmental Impact Statement and
gain approval of the preferred design choice,
a, Secure funding by June 30, 2008
b, Approval of EIS by December 31,2010
c, Benefits:
i. Incorporates Public Involvement Process
ii. Impacts identified and mitigated
iii. Design details finalized/confirmed
.
STRATEGY:
1. Work with Congressional Delegation to secure pro'
2, Coordinate efforts with Mn/DOT and Metro Cou
requirements are met
3. Maintain awareness of Legislative Delegatio
critical decision points,
TASK 2: Incorporate constructioi.
programs of implemen
a, Next update of the
b. Next update of Mn/D
(TSP)
c. Ben
i
on Policy Plan (TPP),
nsportation System Plan
.
GOAL # 3. IMPLEMENT THE ULTIMATE
COORDINATED CITY AND
TASK 1: Keep Community citizens aware of n
,. sand busifWsses have a better understanding of
. ,d
'Irbe made.
, I be efficient and involve less cost and energy.
rridor improvements through the Metro Council TAC,
STRATEGY:
1. Establis a technical task force including city and county that can coordinate
preparation and submittal of required documents to meet process timelines,
2, Maintain relationships with Metro Council and MnlDOT policy leaders.
3, Maintain public information program to keep citizens and business leaders
aware of needs and opportunities.
U\I-35W\2006-2007 ACTION PLAN\Dec. 19 draft doc
.
6
.
.
.
NORTH METRO 1-35W CORRIDOR COALITION
DRAFT BOARD MEETING MINUTES
NOVEMBER 16, 2005
The meeting was called to order at 3:40pm by Vice President Steve Larson,
Those in attendance included:
Mike Delmont, Lexington Administrator
Don Valenta, Lexington Mayor
Chris Roy, MnlDOT Area Manager
Kate Garwood, Anoka County Transportation Planner
Jon Olson, Anoka County Division Manager
Kurt Ulrich, Mounds View Administrator
Ron Wood, Blaine Manager
Dick Swanson, Blaine Council Member
Margaret Langfeld, Anoka County Board Chair
Michelle Wolfe, Arden Hills Administrator
Bev Aplikowski, Arden Hills Mayor
Karen Barton, Arden Hills Community Development Director
Joseph Strauss, VP/Administrator
Steve Larson, New Brighton Mayor
Jan Parker, Ramsey County Commissioner
Matt Fulton, New Brighton Manager
Rep, Char Samuelson
Bob Benke, Community Resource Partnerships, Inc,
Note: Sen, Don Betsold and Rep, Connie Bernardy expressed regrets that they
could not attend due to schedule conflicts,
October 19 Minutes: Following discussion, Fulton moved, seconded by Swanson
to approve the minutes as corrected to clarify the intended board membership in
the joint powers agreement amendment #2. The motion was adopted,
October Financials: Strauss presented the October, 2005 year to date financial
report, He noted that a bill for accounting services had been received that
exceeded the amount anticipated due to an oversight in the budgeting process.
He noted that he would work with the vendor to arrange for payment in 2006.
Strauss also noted that the anticipated year end cash balance was due in large
part to the carry over of a payment by Coon Rapids for Housing Resource Center
fees, A motion by Wood, seconded by Fulton to accept the report was approved.
2006 Membership Status: Members reported on the status of discussion with
their Councils to approve membership participation in 2006,
Officer Election: Ulrich moved and Larson seconded the nomination of Dick
Swanson to serve as Coalition President in 2006, Following a call for further
nominations, a motion by Ulrich, seconded by Aplikowski to close nominations
was approved, Swanson was elected by unanimous vote,
1
Fulton moved and Ulrich seconded the nomination of Steve Larson to serve as
Coalition Vice President Following a call for further nominations, a motion by
Wood, seconded by Aplikowski to close the nominations was approved, Larson
was elected by unanimous vote,
.
Wood moved and Ulrich seconded the nomination of Matt Fulton to serve as
Coalition Secretaryffreasurer. Following a call for further nominations, a motion
by _' seconded by _ to close nominations was approved. Fulton was elected
by unanimous vote,
Ulrich moved and Fulton seconded the nomination of Joseph Strauss to serve as
Coalition Vice President! Administrator. A motion by Aplikowski, seconded by
Wood to close the nominations was approved, Strauss was elected by
unanimous vote,
Joint Powers Aqreement: Members reviewed the draft Joint Powers Agreement
Amendment #2. Strauss noted that the use of a 'delete all' amendment to the
existing JPA enabled the Coalition to incorporate the desired changes without
triggering the need to process state and federal filing requirements,
Ulrich suggested the addition of the term 'other cities' be included in Article II,
Organizational Goals,
Following discussion, Benke was asked to change Article V: Board of Directors,
to provide that each city member would have two voting board representatives
and one alternate director who would be eligible to vote in the absence of a
Director. The alternate city director shall be an elected official.
.
County Board representation was determined to be a County Commissioner and
one county staff person designated by the County along with an alternate
director, The counties alternate director may be either an elected official or
appointed staff person.
Following completion of the review, Benke was asked to prepare a final draft JPA
Amendment and to provide each member agency a copy for consideration and
adoption, Discussion of Coalition By-Law changes needed to complete the
update of Coalition organization documents will be held at the January Board
meeting,
Administrative Services Contract: Benke noted that the Board had approved the
proposed restructuring of administrative services but that specific authorization to
approve the contract was needed, A motion by Ulrich, seconded by Aplikowski to
authorize the president to enter into an agreement for administrative services
with Community Resource Partnerships, Inc, was approved,
.
2
.
.
.
1-35W Fundinq Status: Benke reported Anoka County's Washington
representative was working with Sen. Norm Coleman's office to secure approval
of our request for $500,000 for a Scoping Study for 1-35W improvements,
Congress is expected to return to DC after the Thanksgiving holiday break to
consider passage of the 2006 Transportation appropriations bill that would be the
funding source. Outcomes will not be known until that action is completed. If
approved it may be necessary to provide the required matching funds from local
sources,
Blaine and Anoka County members requested that the Primary Study Area map
be changed to correctly identify the proposed Pheasant Ridge Development
area,
Benke also noted that work will be needed in the upcoming legislative session as
well as with the administrative process to gain inclusion of the proposed
improvements in the official Metro Council and Mn/DOT plans so that we will be
eligible for funds in the future,
Mn/DOT Report: Area Manager Chris Roy updated the Board on October travel
time data for 1-35W. The data presented show that the 1-694 interchange is a
significant bottleneck, As noted earlier, Mn/DOT Metro District is working on
design plans for reconstructing 1-694 but construction is not scheduled until after
2014 due to the shortage of funds.
2006-2007 Draft Action Plan: Benke provided a brief overview of the Draft 2006-
2007 Action Plan. The Board was asked to consider the Draft, to submit
questions and concerns based on their review, and to be prepared to approve
the Plan at the January meeting,
Next Meetinq: The Board agreed to meet at 4:30 pm on January 18, 2006 at
Blaine City Hall to accommodate the scheduled visit of Ken Butler, Capital
Connections, to report on efforts to secure federal funding,
Adiourn: A motion by Fulton, seconded by Aplikowski to adjourn the meeting was
approved at 5:00 pm,
Prepared by Bob Benke
Approved on
U:\1-3SW\BOARD\MINUTES\200S\ 11.16.0S.doc
o
J
.
AMENDMENT NO.2
NORTH METRO 1-35W CORRIDOR COALITION
JOINT POWERS AGREEMENT
The parties to this Amendment NO, 2 are governmental units of the State of Minnesota,
This agreement is made and entered into pursuant to Minnesota Statutes, 1994, Section 471,59.
WHEREAS, the governmental units currently in good standing as members of the North Metro 1-
35W Corridor Coalition (Coalition), hereby agree to amend the original Joint Powers Agreement
that initially established the Coalition, and
WHEREAS, the Coalition has determined that it will focus its efforts and direct its resources on
transportation system improvement needs in the Corridor; and
WHEREAS, the Coalition Board and its member communities do hereby invite all interested cities,
counties, townships and both business organizations and individual businesses to join in this .
effort.
WHEREAS, this Amendment NO, 2 shall operate to delete all original Joint Powers Agreement
language and substitute therefore the following Joint Powers Agreement language and all current
members must consent to this action by executing this Amendment NO, 2, which language shall
thereafter be controlling in the operation of the Coalition from the date of its adoption.
NOW THEREFORE, on the basis of the premises and the mutual covenants hereinafter set forth,
the parties hereto agree as follows:
ARTICLE I: PURPOSE
The purpose of this Amendment to the original Joint Powers Agreement is to target the
organization's focus on finding solutions to transportation and transit problems that have been
identified as critical to member communities through a process of collaboration, pursuant to
Minnesota Statutes, 1994, Section 471.59,
.
1
.
ARTICLE II: ORGANIZATIONAL GOAL
The goal of the joint powers organization created by this Amendment to the original Joint
Powers Agreement is to work cooperatively with other cities, Mn/DOT, the Metropolitan Council,
Ramsey and Anoka Counties and other agencies in planning for transportation improvement,
transit needs, and other infrastructure improvements to the 1-35W Corridor,
ARTICLE III: DEFINITIONS
Section 1. For purposes of this agreement the tems defined in this Article have the
meanings given them,
Section 2. "Amendment" means this Amendment No, 2.
Section 3. "Board" means the Board of Directors created by Article V.
Section 4. "Director" means a director or alternate director appointed under Article of this
agreement.
. Section 5. "Governing body" means the City Councilor other governing body of a
member
Section 6. "Governmental unit" means a home rule city, a statutory city, township, or
county.
Section 7, "Member" means a governmental unit lhat is a party to this agreement and is in
compliance with and in good standing under this agreement.
Section 8, The "North Metro 1-35W Corridor Coalition" (Coalition) means the organization
established by this agreement.
Section 9, "Agreement" means the original Joint Powers Agreement as amended by
Amendment NO.2.
ARTICLE IV: MEMBERSHIP
Section 1. Any governmental unit bordering on or in close proximity to the 1-35W Corridor,
described generally as beginning at the Mississippi River and 1-35W and proceeding to Forest
Lake along the 1-35W Corridor, is eligible to be a member of the North Metro 1-35W Corridor
Coalition,
.
2
Section 2, A governmental unit other than members in good standing desiring to be a
member of the North Metro 1-35W Corridor Coalition may apply to do so by delivering a resolution
of its governing body authorizing execution of this Amended Joint Powers Agreement, and an
executed copy of this Amended Agreement, to the President or Secretary-Treasurer of the North
Metro 1-35W Corridor Coalition. The board may approve or disapprove the admission of a
governmental unit Approval must be by unanimous vote of the Board. The board may impose
reasonable conditions on the admission of members and establish procedures for the removal of
a member for cause,
.
ARTICLE V: BOARD OF DIRECTORS
Section 1, The governing body of the North Metro 1-35W Corridor Coalition is its Board of
Directors, A member shall have two (2) director positions and one (1) alternate director.
a) Unless otherwise specified by resolution of the governing body, the directors of a city
member shall be the mayor and the chief administrative officer of the city, Each
director has one vote, The alternate director shall be an elected official of the member
city, and may attend meetings of the board and may vote in the absence of a director.
b) Unless otherwise specified by resolution of the governing county board, the directors
of a county shall be a county board member and a county staff person designated by .
the county board. Each director has one vote The alternate director may be either
elected or non-elected representatives of the county, and may attend meetings of the
board and may vote in the absence of a director.
Section 2, Directors and alternate directors serve until their respective successors are
appointed and qualified,
Section 3. A director may be removed from the board at any time, with or without cause,
by resolution of the governing body making the appointment The resolution removing the director
must be filed with the Coalition's Secretary-Treasurer.
Section 4. A vacancy on the board is filled in the same manner that the appointment of a
director is made.
Section 5, Directors may vote by proxy.
Section 6, A director may not vote if the board determines that the member represented
by the director is not in compliance with this agreement or if the director has been removed from
the board.
.
3
.
.
.
ARTICLE VI: MEETINGS
Section 1, The board of directors shall meet at least one each year (annual meeting} to
act on behalf of the Coalition, At its annual meeting the board shall elect its officers, and adopt
such by-laws and other procedures governing the conduct of its meetings and its business, as it
deems appropriate.
Section 2, The board may provide for a schedule of regular meetings. Regular meetings
must be held as provided by the by-laws of the organization.
Section 3. A special meeting of the board may be called by the President or by the
Secretary-Treasurer upon written request of such number of directors as specified by the by-laws,
Notice of a special meeting must be mailed to directors no fewer than five days prior to the
special meeting. Business at special meetings is limited to matters contained in the notice of the
special meeling.
ARTICLE VII: OFFICERS AND COMMITTEES
Section 1, The officers of the board are a President, Secretary-Treasurer, Vice President -
Administrator elected for a term of one year by the directors at the organization meeting and at
the annual meeting, The board may designate directors to act as officers in the absence of any
officer.
Section 2, The President presides at meetings of the board. The Secretary-Treasurer is
responsible for records of proceedings of the board, the funds and financial records of the board,
and such other matters as may be delegated to the Secretary-Treasurer by the board. The Vice
President - Administrator shall be responsible for day-to-day operations of the Coalition,
Section 3. The President, Secretary-Treasurer and/or Vice President - Administrator may
sign vouchers or orders disbursing funds of the North Metro 1-35W Corridor Coalition,
Disbursement will be made in the method prescribed by law for statutory cities, Two signatures
shall be required for all disbursements in excess of $20,000.00,
Section 4. The board may in its by-laws provide for and define the duties of such other
officers as it determines necessary from time to time.
Section 5, The board may in its by-laws provide for such committees as it determines
necessary from time to time. A by-law providing for an executive committee and defining the
4
powers and duties of an executive committee may be adopted only by a favorable vote of all .
members of the board,
ARTICLE VIII: POWERS AND DUTIES
Section 1, The board may take such actions, as it deems necessary and convenient to
accomplish the general purposes of this agreement
Section 2, The board may:
(a) Enter into contracts to carry out its powers and duties,
(b) Employ and/or hire such persons as it deems necessary on a part-time, full-
time or consultant basis.
(c) Purchase and hold personal property and accounts,
(d) Contract for space, commodities or services,
(e) accept gifts, apply for and use grants or loans of money or other property from
the stale, the United States of America, and from other governmental and non-
governmental units and may enter into agreements in connection therewith and
hold, use and dispose of such money or property in accordance with the terms
of the gift, grant, loan or agreement relating thereto. .
(f) Purchase liability insurance to insure against liability of the organization and its
constituent members,
ARTICLE IX: FINANCIAL MATTERS
Section 1, The fiscal year of the North Metro 1-35W Corridor Coalition is the calendar
year.
Section 2. The Board shall adopt an annual membership fee schedule and operating
budget prior to November 1 of the preceding year, The board will give an opportunity to each
member to comment or object to the proposed membership fee schedule and operating budget
before adoption. Notice of the adopted membership fee schedule and operating budget must be
mailed promptly thereafter to the chief administrative officer of each member. The membership
fee schedule and operating budget for any year is deemed approved by each member unless,
prior to November 30th of the preceding year a member gives written notice to the Secretary-
Treasurer that the member is withdrawing at the end of the year as provided in the Agreement
Section 3. Operational costs shall be shared according to the following formula:
.
5
. Each member's share of the annual budget will be based 50% on the members population
compared to the aggregate population of all members and 50% on the members assessed
valuation compared to the aggregate assessed valuation of all members, This membership fee
formula may be waived and or modified to accommodate members who seek to become full
voting members and commit to an alternative financial commitment, such as, in-kind contributions
that are acceptable to the board of directors,
Section 4, Membership fee billings to Coalition members are due and payable no later
then 30 days after mailing, In the event of a dispute as to the amount of a billing a member must
nevertheless make payment as billed to preserve membership status. The member may make
payment subject to its right to dispute the bill and exercise any remedies available to it. Failure to
pay a billing within 60 days results in suspension of voting privileges of the member director(s),
Failure to pay a billing within 120 days is grounds for termination of membership, but North Metro
1-35W Corridor Coalition's rights to the billing are not affected by termination of membership.
ARTICLE X: VICE PRESIDENT - ADMINISTRATOR
Section 1, The North Metro 1-35W Corridor Coalition may appoint a Vice President -
. Administrator, The Vice President - Administrator may be engaged as a full-time, part-time
employee or on a consulting basis.
Section 2, The Vice President - Administrator, if appointed, has only those powers and
duties delegated by the board, The Vice President - Administrator reports to and is responsible to
the board and shall work closely with Coalition Officers on a day-to-day basis.
ARTICLE XI: WITHDRAWAL
Section 1, A member may withdraw from the Coalition no later than October 30th in any
year. The notice shall be accompanied by a certified copy of a resolution adopted by the
governing body of that member authorizing its withdrawal from membership, The withdrawal is
effective at the end of the calendar year in which notice is given,
Section 2. The withdrawal of a member does not affect that member's obligation to pay
fees, charges or contractual charges incurred prior to withdrawal.
.
6
ARTICLE XII: DISSOLUTION
Section 1, The Coalition may be dissolved by a two-thirds vote of its members in good
standing. Dissolution is mandatory when the Secretary-Treasurer has received certified copies of
resolutions adopted by the governing bodies of the required number of members requesting
dissolution of the Coalition,
Section 2, In the event of dissolution, the board must determine the measures necessary
to perfect the dissolution and must provide for the taking of such measures as promptly as
circumstances permit, subject to the provisions of this agreement and law.
Section 3. In lhe event of dissolution, following the payment of all outstanding obligations,
assets of the Coalition will be distributed among the then existing members in direct proportion to
their cumulative annual membership contributions. If those obligations exceed the assets of the
Coalition, the net deficit of the Coalition will be charged to and paid by the then existing members
in direct proportion to the operational cost formula set forth in Article VIII herein. Further,
members who have been permitted to join the Coalition by way of in-kind or other membership fee
consideration shall not participate in the distribution of Coalition assets,
.
ARTICLE XIII: EFFECTIVE DATE; DURATION .
Section 1. This Agreement shall become effective upon filing with the City or County Clerk of the
City or County of , a copy of resolutions authorizing its execution, and an
executed copy hereof of all of the current members in good standing as of the date of this
Amendment. In the event fewer than all of said initial members approve and execute this
Agreement, this Agreement may become effective upon filing with said City Clerk, a copy of
resolutions of all cities desiring to become members of the organization consenting to the creation
of the Coalition as contemplated by this Amendment notwithstanding the failure to participate by
specified members.
ARTICLE XIV: PERODIC EVALUATION
The Coalition will periodically evaluate its success against stated goals and its annual workplan to
determine whether the Coalition should continue as a operating entity,
7
.
.
.
.
ARTICLE XV: AMENDMENT PURPOSE
The stated purpose of this Amendment NO.2 is to delete in its entirety the language of the original
Joint Powers Agreement and substitute therefore the language contained in this Amendment No.
2, with the specific understanding that the language of the revised Joint Powers Agreement shall
be controlling effective upon the execution of the current Coalition members and any other city,
county or governmental organization qualified and approved to participate under its terms,
IN WITNESS WHEREOF, the undersigned governmental unit has caused this Amendment to be
executed by its duly authorized officers and delivered on its behalf
Governmental Unit:
By:
And:
Its:
Its:
Received and filed by the City or County of
this _day of
,2005,
U:\1-3SW\CORPORA T\JPA AMEND.2 11 .0S.doc
8
Page 1 of I
Michelle Wolfe
From: Bob Benke [Bob@StraussMgmtcom]
Friday, August 19, 2005 10:50 AM
James Keinath (E-mail); Jan Wiessner (E-mail); jstrauss@StraussMgmtcom; Keith Perlich (E-mail);
Kurt Ulrich; Mall Fulton (E-mail); Robert Therres (E-maii); Ron Wood (E-mail); Steve Larson (E-
maii); Tom Ryan (E-mail)
chris.roy@dotstate.mn.us; David_Grant; Gregg Larson (E-mail); Mark Maloney (E-maii); Mary Burg
(E-mail); Sandy Martin (E-maii); Sherry Gunn (MV); Wes Hovland (E-mail); Beth Neuendorf (E-
mail); Bev Aplikowski (E-mail); Bill_Huepenbecker@coleman.senate.gov; bnelson@ci.spring-Iake-
park.mn.us; Gordon Heitke; Grant Fernelius (E-mail); jkeely@ci.blaine,mn.us; Jill Oesterreich; Jim
Ericson; Jim Tolaas (E-maii); jon,olson@co.anoka.mn.us; Joseph Strauss (E-mail); Kate Garwood
(E-mail); kelly.scanlan@maiLhouse.gov; Ken Haider (E-mail); Les Proper (E-mail); Marc Goess (E-
mail); mark.matuska@maiLhouse.gov; mattfulton@newbrightonmn.gov; Michelle Wolfe; Mike
Delmont; Terry Schwerm (E-mail); Tim Mayasich (E-mail); vswing@rlk-kuusisto,com; Bjorn
Skogquisl (E-mail); csorensen@ci.coon-rapids.mn.us; Jerry Splinter (E-maii); Jim Dickinson (E-
maii); Jim Norman (E-maii); John Ellenbecker (E-maii); Michael Williams (E-mail); Mike Gamache
(E-mail); Patrick Klaers (E-maii); Stephanie Klinzing (E-mail); Tim Cruikshank (E-mail); Tim Howe
(E-mail)
Subject: TSP Comments
Sent:
To:
Cc:
Attached for your information is a copy of the coml1l~llts made on behalf of the N_oLttLMeJro
Maygrs Association on the Draft MnfDOT Metro Transportation ~Ystem Plan for 2008-2030,
,--- ' .'. - ,',.... ., -. '----------..
Included in the comments are our reactions to the stark absence of planned investments on 1-
35W, Please let me know if you have any comments or questions on the document
Bob Benke, Principal
Community Resource Partnerships, Inc.
8525 Edinbrook Crossing, Suite #5
Brooklyn Park, MN 55443
phone: 763.493.5373
cell: 612.669.0274
1118/2006
.
.
.
.
.
.
NORTH METRO MAYORS
ASSOCIATION
August 17, 2005
Mr. Paul Czech, Principle Planner
Mn/DOT Metro Division
1500 West County Road B-2
Roseville, MN 55113
Subject: Transportation System Plan Comments
Dear Mr. Czech:
Following are comments on behalf of the member cities in the North Metro
Mayors Association on the Draft Transportation System Plan in response to
Patrick Hughes' invitation dated June 30, 2005, The NMMA is a Joint Powers
Organization that includes 21 member Cities, The NMMA was formed eighteen
years ago to give the members a more effective means of advocating for the
interests of the northern suburbs, One of our principle areas of advocacy is
transportation policy and financing, Accordingly we have maintained a close
working relationship with businesses, legislators and Mn/DOT over the years,
Because of our interest and involvement in transportation funding debates, we
are acutely aware of Mn/DOTs shortage of funds needed to meet the needs of
the State and our communities, We understand that the Metro District TSP
contains only a small part of the many projects that should be implemented due
to a variety of choices that have been made in the past We are on record in
support of substantially increased funding for transportation in Minnesota, We
believe that the economic vitality of our State and our communities is being
adversely affected by the absence of key transportation investments.
We have concerns about funding schedules for many highways in our area such
as TH 65, the Northwest River Crossing @ Ramsey/Dayton etcetera. However,
we will focus our comments on three major investment needs:
. Completion of TH 610
. Expansion of 1-35W north of TH 36, and,
. Upgrading of the TH 10 Corridor between TH 610 and St Cloud
TH 610
The draft TSP lists TH 610 completion in the 2015-2023 era (Policy 6, p 70,
eta!.), Recent experience tells us that there is a high probability that this
schedule is very optimistic. We recommend that this project be advanced to the
2008-2014 timeframe. We believe that every effort should be made by Mn/DOT
to finish this project by 2010 using a portion of the new Federal transportation
funds that will be coming to the State.
Our reasons for making this recommendation include the following:
. Every other project in the draft TSP represents the improvement of an
existing roadway, People have access to those roadways 2417, TH 610 is
the last segment of new roadway to be added to the freeway system,
Without it, traffic that could and should be on TH 610 is forced onto our
other arterials and local streets, Completing TH 610 would substantially
address performance and mobility targets contained in Policy 5 & Policy
6. It is time to finish what has been started and complete the system,
.
. The economic vitality of our area has been gathering momentum but is
being constrained by the absence of the last segment of TH 610, Growth,
while desired, will increase the congestion, economic and safety problems
we experience every day, We are in the fastest growing corridor in the
State, Our businesses report difficulty in recruiting workers due to traffic
issues, Their costs of doing business and moving their products to market
are being increased, affecting their competitiveness,
. Completion of TH 610 at an early date will provide alternative routes for
travelers that will be impacted when 1-94 & 1-494 are expanded on the
northwest corner of the Metro freeway ring. Providing a high speed
bypass route for through traffic, both people and goods, will have a
positive impact on our economy as well as reduce driver frustration and
safety problems,
.
1-35W North
We note that the draft TSP identifies 1-35W north of TH 36 as in need of
expansion to meet current and future traffic demands, We note also that the draft
TSP does not include 1-35W north expansion at any time in the 2008-2030
program. We recommend that the draft TSP be revised to advance the
expansion so that it follows closely on the completion of the 1-694 expansion east
of 1-35W. Our reasons are as follows:
. Congestion problems on 1-35W spill over onto 1-694 due to design and
capacity faults. It is highly likely that this impact will continue after 1-694 is
rebuilt, thus reducing the return on that investment as well as causing
credibility problems with the people using the new road, At a minimum, we
need to see a specific analysis of the interaction of 1-35W & 1-694 if 1-35W
is not improved until after 2030,
. The segment of 1-35W north of 1-694 is a critical segment It includes the
joint segment of two Inter Regional Corridors, TH 10 & 1-35W, as they join
the high priority metro freeway ring. Failure to address the congestion and
.
2
.
.
.
safety problems created by the current inadequate design will have severe
impacts on commerce, tourism and personal mobility on a large scale, The
recently completed Inter Regional Corridor Management Plan for 1-35
between 1-649 and Hinckley reinforced the need for reconstruction of this
segment
. The segment of 1-35W north of 1-694 is in the direct heart of major city
economic development and redevelopment projects. Lack of specific plans
for expansion of 1-35W makes it extremely difficult to plan for access to
and though these developments, It is highly likely that transportation and
other infrastructure investments will either be wasted or less efficient until
Mn/DOT determines the nature and timing of improvements on 1-35W, The
funding for planning, design and construction should be specifically
included in the TSP to facilitate local, regional and private sector
decisions. We recommend that expansion of 1-35W in the TH 10 to 1-694
segment be programmed for early in the 2015-2023 timeframe,
Failure to address design and capacity problems on 1-35W north will slow
progress on three specific projects in contradiction of the State and
Federal direction and guidelines outlined on pages 18-20 of the draft TSP:
o Reuse of the Twin Cities Army Ammunition Plant (TCMP) in Arden
Hills will result in 2200 housing units, 32 million square feet of
commercial, office and retail space, with an estimated ultimate
market value of $875 million where today the tax base is zero
dollars.
o Redevelopment of the Northwest Quadrant @ 1-35W & 1-694 in
New Brighton, the last remaining undeveloped system interchange
area in the metro area, will result in 750 homes and 750,000 plus
square feet of office, retail and commercial space with an ultimate
market value of $300 million where today the base is $13 million,
o Medtronic's new corporate campus in Mounds View will add 1.5
million square feet of office and scientific space offering 2000 jobs
and an estimated market value greater than $120 million where
today we have a tax base of zero dollars.
In addition to these redevelopment projects, new development continues at a
hectic pace in Blaine and our other northern communities. Blaine anticipates
adding 1,000 new homes each year for 10 years, Negotiations continue on a
daily basis with Viking officials on development of a major new site whether or
not a stadium is included, All of this growth will be negatively impacted by and
put added burdens on 1-35W. Waiting until after 2030 for new capacity is not an
option for our cities, our businesses and our citizens,
3
TH 10
Mn/DOT has completed an Inter Regional Corridor Management Plan for TH 10
from west of 1-35W to St Cloud and points north, The plan recommends that TH
10 be rebuilt to freeway design standards from Anoka west Expansion needs are
recognized in the draft TSP (p 83-84) but they are not funded, Corridor area
cities and counties are continuing to address current and anticipated problems on
a piecemeal basis with MnlDOT Metro and District 3 staff. Interim solutions at
local problem sites are being developed. Cities are reserving rights of way and
implementing recommended zoning management policies, However, the
uncertainty of the ultimate design and timing of expansion of TH 10 creates
numerous decision issues, In many cases, private property owners and business
people are left in limbo, uncertain if they should reinvest or relocate. The TSP
should:
. Be updated to reflect the recently authorized planning and improvement
funds contained in the SAFETEA-LU act approved recently by Congress.
.
. Incorporate additional funds for accomplishing the Corridor Management
Plan vision on a more timely schedule,
GENERAL COMMENTS
. In addition to the specific corridor related concerns noted above, we would
recommend reconsideration of the stated policy to give priority to
outstanding commitments from the previous plan (page 6). While we
recognize that continuity and confidence in scheduling projects are highly
desirable qualities of a transportation investment plan, we also believe that
it is unwise to make that an unbreakable contract The rapid growth of our
Metro region results in new problems every day, We believe that new
needs should be considered in context and in contrast to existing needs,
Forcing major new problems of today to wait until 2031 for funding is
irrational and unacceptable policy,
.
. The Draft TSP does not clearly identify or present the technical factors
and analysis results that Mn/DOT uses to select projects for funding,
Reference was made to the 2004 report "Metro Freeway Method". We
assume that some measure of congestion is included along with Average
Daily Traffic. To what extent is consideration given to 'bang for the buck'?
Was consideration given to funding several smaller projects versus 'mega'
projects with high ADT? Were these trade off decisions made entirely
internally to Mn/DOT or were they based on Metro Council plans &
policies?
. A key assumption is that transit ridership will double between now and
2030 consistent with the Metro Council's TPP (p 21). Was an analysis
done to determine the consequences of this goal not being met due to
lack of performance or adequate service funding?
.
4
,
.
.
.
. MnIDOT, and the Legislature, should note that the current funding strategy
in the TSP based on the constrained budget is imposing an increased
higher cost to all participants in the programming process:
o Project advocates are being forced to spend more time and money
organizing and advocating for their specific needs as more and
more needs are unfunded and competition heats up each year in
the 'earmarking' process.
o Failure to adequately fund the State's transportation investment
needs leaves local officials, citizens and business owners uncertain
as to how best to 'make do' and make interim investments without
knowing what the ultimate system will look like and when,
o Failure to adequately expand the state system is shifting cost,
safety and congestion problems onto county and city road systems,
. Completion of IRC Corridor Management Plans has been a good step. II is
now clear where problems exist and will exist in the future. It is critical that
additional steps be taken in key corridors and problem locations to fund
and conduct Scoping and Tier I EIS studies to clarify and reach consensus
on solutions (p 78). Mn/DOT should provide additional resources to
complete these studies so that local and private business decisions can
be made in a timely and efficient manner. This is essential to enable cities
and counties to plan and build the necessary arterial and local street
infrastructure needed to support principal arterial operations,
. Allocation of available funds on a statewide basis should be revisited in
context of Mn/DOT's recent analysis that showed that a $23,9 Billion
funding gap exists in considering needs to meet performance standards.
Of this amount, $20.6 Billion is needed in the Metro District. According to
that analysis, comparing available versus needed funds shows that 23.7%
of Metro needs would be met and 73,0% of Greater Minnesota needs
would be satisfied, We suggest that allocations be considered on an equal
share of needs basis, On that basis, 38.1 % of statewide needs would be
met and forecasted funds for the Metro area would increase from $6.4 to
$10,3 Billion with a corresponding shift from Greater Minnesota,
In closing, we again acknowledge that the draft TSP represents a constrained
effort compared to actual needs for the State of Minnesota, We will continue our
dialog with our legislative delegation and the Governor to encourage them to
adopt a significant increase in transportation funding, Until that occurs, we would
appreciate your consideration of these recommendations, Please call me if you
have any questions, Please also let me know if you have a response to our
comments that we should share with our member city officials,
5
J
Thank you for your consideration of these comments,
.
Sincerely,
Robert J, Benke, PE
Director, Research & Advocacy Services
North Metro Mayors Association
.
.
6
.
.
e
~
~~HILLS
MEMORANDUM
DATE:
Agenda Item 2.C.
January 19,2006
TO:
Honorable Mayor and City Council Members
FROM:
Schawn Johnson, Assistant to the City Administrator
SUBJECT:
Review of False Alarm Fees
Backl!round
At the December 12th City Council meeting, City staff was directed by the City Council to begin
researching false alarm fees for different communities in the metropolitan area. City staff began
researching this topic by conducting a false alarm e-mail survey,
For your review, I have attached a copy of the spread sheet identifying the different false alarm
fees that are being charged by the different communities that responded to the e-mail request.
Also, for your review is a document created by the Association of Metropolitan Municipalities
with varies false alarm fees that are being charged by communities through out the Twin Cities
metropolitan area,
At this time, the City's current fee schedule for false alarms is the following:
. 0-3 False Alarm Calls-No Charge;
. 4-15 False Alarm Calls-$50.00 Per Incident;
. 15 Alarms and Over-$150.00 Per Incident
In 2005, the City of Arden Hills had 252 fire calls that were handled by the Lake JohaIllla Fire
Department After reviewing the Lake Johanna monthly call-out reports for 2005, the City of
Arden Hills had 102 fire calls that were deemed false alarms. For your review, I have attached a
spread sheet that identifies the number of fire calls per contract City from 1996 thru 2005 and a
statistical breakdown of the false alarm calls by their identification call numbers for the years
2000 to 2005. During the 2005 calendar, there were fifty different residential and commercial
sites in which the Lake Johanna Fire Department responded to false alarm calls, In 2005, the
following locations had the greatest number of false alarm callouts by the Lake Johanna Fire
Department:
. Bethel University, 3900 Bethel Drive-27 False Alarms;
. Arden Woods Office Complex, 4105 Lexington A venue-6 False Alarms;
. Mounds View High School, 1900 Lake Valentine Road-5 False Alarms;
. TCAAP, 4700 Highway 96-4 False Alarms,
In order to enhance the discussion regarding false alarm fees, City staff has invited a
representative from the Lake Johanna Fire Department and Bethel University to attend the work .
session meeting. At this time, Fire Chief Tim Boehlke of the Lake Johanna Fire Department is
scheduled to be in attendance at the January 23rd meeting to answer any questions or concerns
that the City Council may have regarding false alann fecs, emergency responses to false alanns,
and the potential cost to the City of Arden Hills
Recommendation
City Staff is seeking further direction from the City Council regarding how they would like to
proceed in addressing the false alarm issue in the future.
.
Atlaclnnents:
. False Alarm Spread Shcet-City of Arden Hills
. 2005 False Alarm Locations for the City of Arden Hills
. False Alarm Fee Schedules for Other Communities with Populations Under 10,000
\\Metro-inetuslArdenHillslAdminlAssistant City AdministratorlMemo's and Letters\2006\False Alarm Fees-I-23- .
06.DOC
.
.
ill
<h
ro
l.J..
'"
o
o
'"
.
I
~ -~, ~I
~ ~I'~I -01
~ >- Q)I -01
~ ~ 81 il
~ ~ ~I ~i
~.rIE mCij
Z -- rni ~io
!gl ~Ijf
!lli~! ~I'~'I
I ~I ~-5
_0 l!IlBj I
T
!
i
0'
01
;!
E'
roi
4:1
>-.
"'I
~,
0:
<In
(J)
"I
~'
"
LLi
"I
el
~I
<(I
~i
~I
>.
ill
C
J
U)
ill
ill
l.J..
g
"
a.
'0
'c
~
'"
1
~!
'"
--1:
Ol, I
,:::'.::.'!.i
0.. (ij!
(/);0...
if/)
,=
Ii:
Ie
'"
''0
,~
io::(
,
0'
oj
~I
""
~i
"'.
-,
~I
~I
~I
en!
c'
0'
._,
1'15
1'0
,<(
jiil
!~I
! I
,
I
I
0'
o
6;
"'I
11
m'
(iji
"
~
:Ji'
~
t
~
.2
".
~,
H
o
o
"',
N
'"
'0
'0
<(I
~I
"'.
~'I
!!! .
'" -
LLJ'!
o
"I-
e "
~Ij
~I"
o~
~I-;
w,_
"
o
c
~
~
o
o
o
."
'0.
:g
!6
'"'
,;;;
~
ro
rn
~
'"
I~
I'"
I]
1-
I~
I
I
I
,
,
:~
'"
()
E
rn
4:
~
iLl
"I
"
u:
61
~
1-1
,
"
0.
o
o
o
<D
'"
~
E
rn
4:
~
~
la..,
ic::::
, ~I
I~I
--,- T
E
rn
4:
I"
ICLi
10:
iOI
'61
I;::!
:~j
lEi
, ~I
I en!
I~I
'e
'"
>
J;:
~
'"
~,
2
I~
i~i
I
'''1
Ie>
"'.
~,
10i
0'
~i
~.
E'
rn
4:
"
"
""
f-
rIDi
1m;
!(ij
10:
.0
z
~
E
rn
4:
o
~
f-
:~
iLl
I
I 1
I I 101:
I'~I
'E . i~1
1Il -'::-I~ ; ;01
~ ~!<( I rgl
C >-' ill I i <hi I
Jg = a.. I, 1-5! 01
o U 0- lrol 0:: i
'0 CIO I I ,illi ~i '8
J'!j5=i I: '01 (1)1 16
E ~ ~I :0 I i I I ;;1 ~' I~
E ~ ~I a 10 0 I (t\ IV)
::J ill E I.() '0' 100 (Ii ,I
Z ~'(G ~ 10'1010101..... ;>. IE
I~ I I 00 Ojl.() M ~ 'm
lei liE I~ g g ~IEI al 'm
ill ro ~ IN'Q) Q) Q) ~
~I 1"1 ill~,'?I,1'I~1 ~II~
Ill:' ~I u..13::1~IEI~ ~ ,(/)
~ ro ELLlLl~'o ro I'"
I'" ,~ I~'E'E"","E~' '::
g '1::2 rn ..... <{I-I ,-.r::1 1:2
I"" ~I 14: ~I"" E ~,,,,, 5' I~
'- 10 ..c:!<:(I<:(lc (J')i(G 01 :.g
3'1 -; 5.c.c~iQ)~-;i ia>
o ..c, 1.~lff x (1)1Q)1-.;C1 '..c
-1~ll-i~"_01U)_u.:.!!! I-I_il--
, , , ' I I ,'I
I I f i I I i I
i I I ' I I I
~ '2'1 "II I "I '''I' , , "I
Q.l col ~ ~: I 21 ci, ~
~ ~I rnl ttI ; (lJ I 2l..!!l to
~ lul01 Ui IU! tt1; fO B!
o '0 0 10; o! Bi U 01
'0 ~I~: ,~I ~i ~II E ~i I
E UIE! lEI E, ~ (/)i~ E!(/)i
~ ~I,~I 'I~'I ~ ~IEI~ ~IEII
z --..! lV, I]) ; 1]); <(I'" lL 1"1-
'<P <P 'oll' '- <( ~~,
!.cl m'-! l..ell 5iZ' ~ lE,..:;':
~I ':! !~ I '::'1 ~I~I 1,':'1'30-1,
: enl ~, I(/) u ..... .
~ ~I ~I ~ ollie "~_IQ.l!
Ju:+_,U:, _;Il:::_I__ _ t--~-r~JQ~.,-~ Ill. U)I
I . I 'I i I'
I I! ,
I I I! i
!
i
,
~'
'5
"
~
o
'"
;;;
i:L
"
o
c
~
~
o
o
o
"
0.
o
o
'"
E
;m
!~
'"
~
i~
'"
, e
o
"
'U
'0
<(
~
iO
'"
W
:018:
:q;u-ii
Iglt;i
Y)' I ,
. ., E'
EI~
'-,..!5!
iii'! ~
;~ ~
!mi.....
.....,..c
'0,10
.!:::; J
~ 0
f-lL
"
'"
'"
"
>
o
()
"
~
o
(L
:to
o
"
o
E
rn
4:
"
~
"
lL
i~
. e
~
i~
o
o
,0
"
0.
o
'0
'm
<-
,(I}
E
:rn
im
."
j~
;J::!
i..c
o
irn
W
rn
ro :;:;
:;::;,c;
ej<U
~!~
'~I&
"'. ,
'10
001
Olu-i!
~I~I
Y)' r!
'I E'
E ~I
~ '"
ro I ro
fO[Q}!
~i~1
ml~1
~'~I
't
:g I ;:l
..c!o,
I-'u..
I
,
IE'
~ I~:il
~I liltl
~ 1~lill
00"
~ 1 ~I Ci I
I-- II-- 0 ,
-il-i-
i i
I '
, I
: I
,
I i
i
I
,
,
"
j~
, '0
! e
<(I
,
cl
0'
0,
e
E
o
.Q
'"
~
ill
Ol
'"
D-
"
'"
'"
"
>
o
~I' ~ ()
~ ~ "
1!11.~ ~o"
~~~
g~~
lIiL()U
f1 ~ E
","'~
I~I ~I~
ctl'~ Q.l
II~i~l~
enl~ u..
!~I~:,~
'..c ..c;<D
E :g:~
lL(J)(J)
I
,
I I~.
'I:ill ~i
Q.l..~i
I~!~I
'8118j
~Lci ~i
~ ;;;1
'111~
.!!!'(ij
iCU Q}
" ~
~ rn
~~
12'3
:.c 0
,I-- u..
CD
o
o
'"
r::::
~
~
co
""
!:
<I>
U
-=
!:
o
()
!!!.
:r:
!:
<I>
U
~
~
-
o
,.,
-
U
FALSE ALARMS 250lftre afT 15t
Mounds View n. ~
North Sf. Paul nf
CITIES 0 - 2,500 Northfield n.
Excelsior 200/fire after one 75/police after two Prior Lake 100/11pon 4th alarm
long Lake nf11-3 50 eaJ4-7 200/8-10 500111+ Ramsey 7S!after 3rd police
Spring Park contract services frorn City of Orono Robbinsdale 50/ea. 4-1 oth 150/ea 1t-15th 200/ea
Woodland 150 after 15
CITIES 10,000 Savage 50/ea 3+/yr police, 400/ea 2+fyr fire
Shakopee D/first 3 1 OOlafter 3
Afton n. Stillwater of
Albertville nf Vadnais Heights nff1 ~3 150/4-10 200/11 + in cal yr
Arden Hills 5014-15 alarms lSO/over 15
Bayport of CITIES OVER 20,000
Belle Plaine of Apple Valley tOO/4th and successive alarms in
Centerville Joint powers agreement w/3 citfes calendar year
Circle Pines 50/+3 in yr 10016+ 150/9+ Blaine 0/1-3 75/ea 4-6 50Jea time for 7+
Corcoran nf/1-3 75/..4-$ 150/_a 7-925/10+ Bloomington 125f3+ SO/ea add'[ alarm
Deephaven 50 Brooklyn Center 50/5+ and increi3ses if!
25tincrements for ea alarm
Falcon Heights Ollst alarm 3512nd 60/3rd Brooklyn Park nf/0-3 50/4th 75/5th 1 D0I6th. 25/6a
Farmington 75/re51 after3150/non-res add']
Forest lake n. BurnsvilJe 10D/4th + s\Jccessive
Greenfield na Coon Rapids of/0-3 40/4'5 80/6-9160/10+
Ham lake After 4th alarm SOJresident Cottage Grove nfJO-.27513-4 15015-9300110+ 75Jlic
65/commercial fee
independence na Crystal 75/3-10 120/11-15190/16+lyear
Lake Elmo >3 1 DO/res 300/camm over 6 l7S/res I::.den Prairie lOD/4fh 200/5th 30Dl6th and ea add'l
50OJcomm Edina Ollst charge 11 O/24th 20OJ5th and
Mahtomedi na subsequent
Medina nfl1 sf 2512nd SO/3rd 75f4th lSD/5th Golden Valley nf/1-3 75/4-10 125/11-15175/ea 16
Minnetrista 50/3rd 7514th 100/5th or more alarms e
New Prague n. lakeville nffl.st 3 calls 2514th & 5th 50eal6+
Newport na calls
Norwood Young A nff1 st 3 50/4th~Bth 1 OOlover 8 per 12 Maple Grove .25/page
mo Minnetonka 50/3rd 1OC/4th 150/5th
Oak Grove nf New Brighton 180 on 3rd and subsequent false
Oak Park Heights nf atarms in caL Yr
Orono nf/lst 50/2nd 10013rd 150/4th 250/5th New Hope n.
Osseo 50/police 20D/fire Oakdale rO/l~3, 7514-7 9018+ comm Oll~3
Shorewood city fee 1 OOl3rd false alarm and 115/4-7135/8+
thereafter Plymouth na
Spring Lake Park 75/alarm Richfield nf/1~2, 100lea 3-1Q 200/6a 11-20
Sf. Anthony 75/ea false alarm response after the 300/21 +
2nd In 12 mo Shoreview O/lst, 2nd 40/3rd 4th 15015th + in 1
St. Francis year
na nf
Souih S1. Paul
SL Michael na
St. Louis Park n.
S1. Paul Park 50Jafter 3 oecurr. 150/after 1b
200/after 15 White Bear lake n.
Victoria na Woodbury 75-100/res 90-150/comm
Wayzata nf/1-2 75/3rd 100/4th 22515-10
CITIES 10,000 - 20,000
Andover 75/call after 3 false alarm calls in a
year
Anoka 50/4th-91h 125/1 Oth +
Chanhassen County Sheriffs Office
Chaska 3 free/12 mo period 100lea thereafter
Columbia Heights SOl3rd 7S/4th 100/5+ per calendaryr
Hastings of -
Hopkins 5013rd a laon 25/ea success. alarm
174
.
'"
E
~
'"
<(
<lJ
tI
I
c:
<lJ
'e
<(
.
f- -.
N rn rn rn C)N
II) 1.0 C.~.S.S II)
ON:.o"O"O"'ON
o c: c: c: c:
N Q)Q)Q)Q)
a. a. a. a.
~ ~ ~I~ U>~:
VMi"l:tO'r"N
Mor--..llD...-...-1t)
o N;N II)
~ II
N r- c5'ICOiN
0<.0 Di""'iT'""
o~"""iNI
N
0....
~...
....
(")N"",mco~
I.OmN T"""Q)
~ '" ....
....
o
o
c-r'
10
10
10
iN
~iml~ ~ fri Ii) OJ [Q
'-:ml~ '" 'It
Ot....
~:
Gl [ it- 0 CO N CO 1.0
D.. co I...... 0 f'-. 0
.. "'IT'"" -- N II)
=CD
.. .....
U
LOr-CO "r-.. 'I:t
MCO"l:t CO
~ '" 'It
,....co......coo
O)NtO<O
"'~ '"
....
~oo
~ 00
'It
OC>><ONNcn
CDl.()!'-lO NQ
0)...- N It)
'"
....
I
i
!!!~;:"51"
= '" <lJ <lJ1~
J: 0 '> I- _
C Q)+-'(QU)
'13[G> € t..... C!I;.3 Ci
l:e -e 0 .2 ~ Jlo
u <( Z (J) <( ::;;; II-
iN
-at)
SiN
~
u~
Gl
o
><0
0'"
Z
'"
....'"
U
o
....'"
a,'lt
Gl
rJ)
i
I
I
,
'"
CD'"
::l
<
>>'"
-'"
"
,
Gl'"
e'"
"I
'1
I",
1;''''
:;;
~<O
a,~
<
'"
~~
'"
:;;
_1[;,__
.Q~
Gl
u..
00
e~
..
,
..-1.
....
o
o
N
..
.2
.!!l
~
l-
ii
u
I!!
~
:!!
i:
e
Gl
"E
<
I
!
N-~--
,
-~-I
.-
i
i
:
.
_ u..
._n ..
i
I
"'........
ii
....
o
I-
to- 0)1'1)
.... I
I
1
,
N "'IN.... N
........ ....
:_ CO')
U)U)Il)"'ltan
'" 100
i
II) a NOlO)
g 'f"""!
N
..- C"') Oi"" N r- 0
iN ...-C"')
__Ni
0:
.....
0[0
I
aiD
i
01<0
I'"
('I') OC) 0 CD
'" 00
"'l:I'...... 1.0 t-o
o
o
N
("')oaao
o
o
N
~ '"
,
r '
C'?IO!C"')
I I
"'~O>
~
N......O"""'
'" ....
I
"''''
'"
ON
"'!
OOOOO..-:..-COMC"')
I
I I
1_ 6 0 01'0 N 'Q"!O ~ 0 0
'0'
0'
, INi
I I I I
[I 1010 0 0 0 0 0 0 ~ 0 0
i g,
I IN'
I
-I:g-I i ---, 5
o :e
N ' c: c
.:. 1= ~ 5 0
o I:::"'c: m ~ ~ 15>-
o "'0 ~~g u::::
~ coG> UQi.2 0 13
~E" t ~ I i ~ 11~ B i ~ i
o c: c ~ w ~ ._ 0 .~ 0 Q) ~
.....; ::::Ii xl(5 c. Z ~ .....
~ ~_Q) ~I,~ ~ g ~i.~ ~ ~ C: u: 0
'""" .=1 ~ t.....:io r:o 00 Q)
Q) ::::J :a,~ u..lc: :c .!!llc{:E.9 +:l z"'O
.; ~-gl-g m!g _~~iO E ~~)E.~
u. W :Ji:J t(iRJ :E a.its $ ~ ;!,$ 0
I "0 010 +-" (.) (I)' Q) (/) ..... ......: (/) --:::::
~ ~ (l) U):U) c:j3 ro vi 'Qj >>0 '-I >.--=::
J: il ~ EiE ~,Q)O~ g; 0 ~ ~ {jl~ ~
c E g ro!m gig ~~~(6 t: O~It:~
~ :H'l1:1 ~i~ ~ ~ "'t::.~ <1 J5 ~'l:I<1 ~ ..
- I ~iC\l MI I I I I I I I l'ii
< = ~ ~;i':~ ~,'l"'"' 0 0 ~ "I;f" 1.0 CO') ~ 1.0 (0 -
co ~ 'l"'"' ~ ~:N 0 ~ CO') M (V) V "if""" "'It" 0
() w eo eo coieo t- t- l'- t- r- r- t- r- r- t-
N
o
o
N
~
OOD"r""
N
I
,
100
I'"
000
....
.
i
I
1
!
i
I '
(/)
E
L
m
<(
'"
(/)
ro
LL
,
!!l
:c
I::
'"
'"
.';:
l.{) ~ M MT!'- .,.... ~ N ~ T"""
~ ;c~
I-
~IN~
!
N'II""""...... v..... M..- N!T""" to.,.... NiT""" N .,....[.,.....,.... 't""",T""" N.,......... T'""
: I i
..- '11""""""""-
"
G>
C
>
o
z
~
1--___-
""" ...-.,....C\liT""""""'-
,
I
M
~~
....
"
o
Q.
G>
en
N
M
Ig
<(
~
I~
::l
..,
N
.. ~
C
::l
..,
Ii;
::;;
i'"
!
I~
I
I
la
<(
~ M
~ N
L
..
::;;
.a
..
u..
N
1
IM-
,
I
I
c
..
..,
(j)
:c
;;:
'"
:>
(/) c I
-g Ow j I I
:J ill
0' >
~ ~I ~ iw
~m"Om I N~
,,0 I >..c Q) m" W01
o n::: iD ill! J:J ~ -c 0:::.
..J Q) w'w m co' c:: c: m >.1
c -01-0 ~ C1) ~ iU' 0 c
E ~ ~! ~ ~ .~ ~ ({) <( :J <( $: Q)O:: > :J
fG~a:::o:::...co- Q)O>Ic:cc.!:':::'::+::;O
:;;;( cu 0 => m>-IO ~.g.~iro cO
QIi >Z'.i::--'wi: c :=1g><c~:r:]..J g-o
o Q) C c: (J)..c c: Q) ..c:1.- ..c .S "OI=E 0 ~ s
Ci ~ 6 6 7J ID ~ "E .2' ~ t) ~ ~'ro 06 0) ~
u.. --' II II ,-I o:l (9 <( :c -I ~ -I > ><: > .EO 0
~oN"""jIOOMMl.{)""""""~>~>=l.{)
OO.,....ONoro~~oOw~.,....~Q)ro
~ ~,~~~~~I~~~~M'?~<(~~
---1-
T'""iT"""!T"""
~
, i
I
,
! , i
T'"":........................ "'-,"-""""-"'-1
'"
1.-- --
I
~I
I
I~i
. I
! i
+-
1 1
T--t-
, I
II~IJ
: -II
I I
1
~
I
. .
.
~
(/)
'"
u
-=
o
(/)
"
o !
, 0,
I $:1
2 ~
U5 "2
CL '<(
~N I~I ~Q) N
~~ I~ ~~ ~
om ._~ -:t::"O<{~ rn ~
...-o"O:1:m c,oc:<{ O'C
>.0::1::1 --I~.8!o.8tD a::: 0
(,IL~~ 2:-'OLL Ol;?; O)C::(ij~o..cv
;;:1:: Q)IID c:: c,IDc=oc::l!!-
..c :J >, VJ :J if).- [ Ol.- Q3 V) :J c:: .n
.Ql O'.I~':~IO L- ~:Q ~ c:: m 0 j E
:c OIO'Z 0:: C> -I 0:: -I (f) CL II 0 <(
o Oi-.:2"~I'CO 00 l,() NIl.{) lO ("') T""" 0 t-
o 0:11""'" a ...,. MalO 1.0 m N f'-., t- a
I"-- t- t--- C") ,....,. N ...... l.{) CO M (0 t- t-- ("')
-q-,.-C").,-i~,.-""'(f')C")("')C").,-C")..-
.
---
!
-
I
--.
i~
.
---
......1...... ......
I
,
, I
.
, ._... J.--
.
I
I
i
Q)
:::J
I::
'"
>
<(
I::
o
",111 Q)
::J -- ='
c: ~ "'0 c:
~--1-g ~ ~
<(oIlO 0::<(
c:OO::: XC
~-g ~ (CI~
.So-o"O>.,S
~O::Q)-g~~
-I cO: 1-(9-1
"-[Sot-ot-
;::,o~og~
('f)IO......N......('f)
.
.
'"
E
'"
<(
.
I
<::
...
'E
<(
.
~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I~ N
~ Q
~
{!.
.... 'ot
..
..
c
~ N
~
Z
Q
- ~
.. ,
0 I
,
~ i N
~
..
CI)
---,_. - .. .. --"--- -.
~ ~
I ~
:J
<(
~ ...
:J i
.,
.. I ...
C
:J ,
., 1
I;; ~ ~ ~ : N
....
,
:E !
19 i~1 ~ ~ ~ CD
<( I
~ ~ ~ i ! ...
~ I I
.. ! I
:E !
, ,
,
I ~ 1 ...
.Q
.. 1
u.. i
! .,.- -. ~ ~ ~ ~ ..
c I
.. i
.,
".---- I
..
c
0
;: '0 , .c
.. !
.. '0 m > -
:J iii c
oS > W <:: i W 0
iii <0
m '" 0> :E
E '0 > <:: , '0
1:: m '" <(<0 <:: ! '" >. I~
-""
.. :J '" 0 <::0> '" i= 0 ~
<( 0 --' c:: 0>' .c ,0 c:: X <:: ..
0 - '" 0 it: '5 0 0
.. '0 .i::' 0>:;: --, ci:::':: .i::' ,~ u.. mil'! ..
Qi <:: <:: o'~ <:: ~ -
.. :J :J '!:I-<= ... EI.~ :J J: '0 -""i~ 0
.. <:: Xo> -""
'" 0 0 ~II '" 0 oil '" m ""<:: l-
ll.. --, c:: 0 --' T) 0 c c:: --,' "
... ~ 0 ... ~Io C") 0<0 0 ~ co 10 ~IF c
Q ... 0 <0 <00 <0 ... co 'ot 10 ... ... "'... f!
Q ... C") C") 0... N <O,'ot N C") " N ~N
N ~ " ~ "" C") """'\'1:'""" ~ , ~ ~ C")~ Cl
fj
.
,
~
~HILLS
MEMORANDUM
DATE:
January 19, 2006
Agenda Item 2.D.
TO:
Honorable Mayor and City Council Members
FROM:
Schawn Johnson, Assistant to the City Administrator
SUBJECT:
Celebrating Arden Hills Catering-Request for Proposal Overview
Backt!:round
On November 22nd, City staff mailed out ten requests for proposals to catering service companies
throughout the metropolitan area, The deadline for the request for proposals was December 16th
City staff received two proposals to provide the catered meal for the Celebrating Arden Hills
event. City staff did receive a number of inquiries about the City's annual event, but a few of the
catering companies had already scheduled to work other events on June 24th, A second concern
that was raised by one of the catering company's was that the event was too small and that it may
not be profitable for their organization.
The two companies that submitted proposals were Chuck Wagon Catering and Twin City
Catering. For your review, City staff has attached copies of the bid proposals and a cost
breakdown of the two proposals.
The proposal submitted by Chuck Wagon Catering Company was $4,185.45 for the catered
meal, staff, and license fees. Chuck Wagon Catering Company is offering the City two options
to choose from:
Option A-Hamburgers, Hot Dogs, or Chicken Breasts
Option B-Roasted Pig and Carved Turkey-On Site
The first proposal submitted by Twin City Catering is $7,379,17 for the catered meal, staff, and
license fees, Twin City Catering is offering the following food options:
-Italian Marinated Chicken Breasts
-Hamburgers
-Brats
-Hot Dogs
The second proposal submitted by Twin City Catering is $7,496,87 for the catered meal, staff,
and license fees, Twin City Catering is offering the following food options:
-Italian Marinated Chicken Breasts
\IMetro-inet.us\ArdenHiIlslAdminlAssistant City AdministratorIMemo's and Letters\2006\Celebrating Arden Hills-
Catering Proposals DOC
-Pulled Pork Sandwiches
-Brats
-Hot Dogs
On January 4th, Michelle Olson and I met with Byron Korus, Owner of Chuck Wagon Catering,
to discuss the Celebrating Arden Hills event. He mentioned that he has worked a number of
events similar to Celebrating Arden Hills and would enjoy the opportunity to work with the City,
City staff has completed a background check on the Chuck Wagon Company and the feed back
from the organizations that he has worked with in the past has been very positive.
Recommendation
City staff is requesting City Council review of the catering proposals, If there is consensus
amongst the City Council, City staff would like to proceed with placing this item on the agenda
for the January 30th regular City Council meeting.
Attachments:
. Copy of the Request for Proposal
. List of the Caterers that were Mailed the RFP
. Overview of the Catering Proposals-Excel Spreadsheet
. Chuck Wagon Catering Company Proposal and Background Check
. Twin City Catering Proposal
-
.
,
~
.
~
~
----
EN HILLS
REQUEST FOR PROPOSALS
CATERING SERVICES
FOR THE "CELEBRATING ARDEN HILLS"
ANNUAL CITY EVENT
.
CITY OF ARDEN HILLS
1245 WEST H/GHWA Y 96
Arden Hi//s, MN 55112.
Release Date:
November 22, 2005
Proposals Due Date:
December 16, 2005
Review of RFP's:
December 2005
Council Presentation:
January 2006
Contractor Selection:
January-February 2006
.
~
CITY OF ARDEN HILLS
TABLE OF CONTENTS
.
SECTION
I. GENERAL INFORMATION
. Conditions and Stipulations
. Scope of Work to be Performed
II. CITY INFORMATION
. Background Information
.
III. PROPOSAL
. Required Contents of Proposal
. Proposal Evaluation
.
2
.
SECTION I - GENERAL INFORMATION
.
CONDITIONS AND STIPULATIONS
SCOPE OF WORK TO BE PERFORMED
.
3
CONDITIONS AND STIPULATIONS
.
You are invited to submit a proposal to the City of Arden Hills for catering the City of
Arden Hills, "Celebrating Arden Hills" annual event. Next year's event will take place
on June 24th, 2006, at Tony Schmidt Park, 3500 Lake Johanna Blvd, Arden Hills,
MN 55112,
The following is an overview of the City's requirements for catering this event:
. Caterer will be required to serve the meal from 5:00 to 7:00 PM;
. Caterer will be allowed to begin set-up activities at 12:00 PM;
. Caterer will be required to provide their own staff for set-up and clean-up
activities;
. Caterer will serve approximately four hundred participants;
. City estimates approximately two sandwiches per person;
. Each caterer is required to submit two menu options to the City of Arden Hills
for possible consideration.
. Caterer will be required to cook outdoors and serve the food to the event
participants.
. Caterer will be required to serve a buffet style meal with side dishes, fruit,
condiments, disposable premium tableware (eating utensils, tablecloths);
. Caterer will be required to provide tables for setting up the banquet and
serving tables; .
. City of Arden Hills will provide the food tents and seating arrangements for
the event participants,
. Caterer will be responsible for providing, setting-up, and removing table
clothes from the eating area.
. Caterer will be asked to provide beverages for this event (soda, iced tea,
lemonade, water, coffee, ice, and cups),
. Caterer will be required to provide a certificate of insurance to the City of
Arden Hills. Also the caterer will be required to obtain the necessary food
licenses from the State of Minnesota, Ramsey County Health Department,
and the Ramsey County Parks and Recreation Department.
Unless a specific note is made to the contrary in your proposal or a subsequent
contract, we will assume that your proposal conforms to the City's recommendations
and an award to you will bind you to comply fully with all of the following conditions,
stipulations, and specifications,
General Conditions and Stipulations
> The City reserves the right to accept or reject any or all proposals and to waive
formalities and to select a caterer that best meets the needs of the city and its
employees, The City's objective is to select a caterer who will provide the best .
possible service at the best possible price while meeting the City's needs. The
4
.
.
.
City is not obligated to award the contract based on cost alone. The City
reserves the right to designate more than one caterer.
);> Caterers that are awarded the business shall submit an action-plan and
timetable for assuming responsibilities to the City within thirty (30) days after
being designated the City's caterer for the Celebrate Arden Hills event
5
.
SECTION n - CITY INFORMATION
BACKGROUND INFORMA TION
SUMMARY OF COVERAGE OPTIONS
.
.
6
.
.
.
BACKGROUND INFORMATION
The City of Arden Hills is a Statutory City with a population of 9,500. The form of
government is Council/Administrator. Arden Hills is governed by a City Council
composed of a Mayor and four Council Members elected at-large for four-year terms,
The City of Arden Hills has hosted the "Celebrating Arden Hills" event for the past five
years, The City of Arden Hills is seeking a food catering company that is customer-
service orientated, provides excellent food, and has a proven track record with
coordinating large social events.
For your review, I have enclosed two informational flyers from the 2005 Celebrating
Arden Hills event
7
.
SECTION 111- PROPOSALS
REQUIRED CONTENTS OF PROPOSAL
PROPOSAL EVALUATION
.
.
8
.
.
.
REQUIRED CONTENTS OF PROPOSAL
The purpose this request for proposal (RFP) is to demonstrate your company's
qualifications, service level, cost for services, competence and capacity of the firms
seeking to become a food caterer for the City of Arden Hills, I n your proposal, please
include the following information:
Firm History and Experience:
1, Brief history of your catering company ( including size, experience, and area of
specialty),
2. Experience working with other municipalities and large social events.
3. List of social events that you have catered for in the past
Qualifications:
1, Description of your company's catering philosophy or goals,
2, Provide a detailed description of the food choices available to the City,
3, Provide a detailed list of the catering services and pricing that is available to the
City.
References:
1, Provide a list of any new catering clients that your company has acquired
recently and any former clients that have left you within the last three years,
Provide the contact names and telephone numbers,
2. List of any cities that you have provided catering services to in the past
Provide the contact names and telephone numbers,
Proposed Fee for Services:
1. Explanation of compensation plans for your company under this proposal,
including all services to be included in that fee,
2, The proposal should contain the proposed fee for services in a fixed dollar
amount Fees are to be maintained at the proposed rate, unless approval is
given by the City Council for a change in the fee structure or level.
3. List any additional service options as well as the fee structure involved,
Questions or Concerns:
. Please contact Schawn Johnson, Assistant to the City Administrator, at 651-634-
5125 or Michelle Olson, Recreation Program Supervisor, at 651-634-5128,
9
PROPOSAL EVALUATION
.
A. Criteria
The City will evaluate each proposal based upon the needs of the City and its
employees, The following criteria will be used in evaluating each of the catering
services:
1, Compliance with specifications stated in the Request for Proposal.
2, Ability to provide excellent catering services to the City of Arden Hills.
3. Cost
4, Experience and Qualifications,
B. Review of Proposals
City Council Members and City staff members will evaluate the proposals based
upon the factors listed above,
The successful candidate will be required to enter into an agreement with the City of .
Arden Hills, This agreement will be renewed on a yearly basis,
The City of Arden Hills reserves the right to retain all information that is submitted
and use any idea in a proposal regardless of whether that proposal is selected.
The City will choose the proposal(s) that best fits its needs. The City is not obligated
to award the contract based on cost alone nor is the City obligated to award only
one agent of record,
.
10
.
f ;;
{ '{
Tile Wllitesidewalls
.
For BBQ ticket purchase
infor tio please call
Arde i itv;iaU at
"" -5120
~ . .".(
~e .m.~Dusk
Tile Teddy Bear Band
Fr~ . l~ Park
3fJ lo~.m.
Children's Games and Inflatables
Community Booths!
Displays
.
ew
Nortbern Liqbts
variety Band
The lIAd
(SnfaifSt
Shore~ NjitthV" I;!fgh~
Variety Bant - J 8:~m.-Dusk
B:3().9:30 p,m,
""'"
tIo....
, ,
ROck
clilllbinq
~
~HlLLS
# A~
H~
.
Annual Summer Festival
June 25, 2005~3pm to dusk
Tony Schmidt County Park n Lake Johanna
The Whitesidewalls (main stage)
Community Booths :
Children's Games and Inflatables including rock climbing wa~l, pony
rides (3-8:30pm), animal petting zoo (3-8:30pm), caricature arl'ists, face
painters, etc.
Teddy Bear Band (small stage)
BBQ Dinne..... Must have purchased a ticket to enter. LIMITED tickets
available day of the event. Advance sale ticket prices are $8 for adults
and $4 for children (10 & younger).
7 -8pm Prior lake Ski Show on Lake Johanna.
8:30-9:30pm Mad Science-Fire & lee (small stage)
8:50pm-dusk Shoreview Northern Lights Variety Band
Dusk FIREWORKS SHOW
(approx. 10pm)
3-7pm
3-8pm
3-9pm
4pm
5-7pm
.
Service animals
only on the park
grounds please.
Fireworks Show at Dusk!
In the event of inclement weather,
the fireworks will be rescheduled for
"National Night Out",
Concessions Available All Day!
Food and drink concessions available for
purchase from 3pm-dusk.
.
.
;; '" " :;: '"
N 0> 0>
";}, ;;; ;;; " '"
'" '"
'" '" '" '" '"
Z Z Z Z Z
:;; :;; :;; :;; :;;
'"
(5 ~ ~
a. '5 '3 '3 '5
ro
'" 0 ro ro 0 ro
c E n. n. E ~
0
c >> t5 >> c
~ 0:: iii 0:: <(
~
t
0
Z '"
0 '" '"
'" '0 0 '"
ro '" S
0 ill '" c 0
W c 0 '" c Z
Z '" '" i" '" > '" '"
> '" <( > '" ~
'" <( W iii >> c <(
0 ill
c ~ > < ro 0 '0 >> >>
'" 1! a. i2 -0 ~ a, c 'E 'E
> iii (5 <;; '" ~ c 0
<( '0 <;; 0> 'x E ~ ~
, c '" j' '" '0 '" .'"
b N ro S '" ..J W I I
" '" S 0> '"
'" .... 0> 0> ;; '"
" '" 0> '" 0 .... " :;:
0 '" N 0 0 " " N
'" '" N " '" '" '"
0> 1!
c 0
-:i3 a. :;;
rn 0
e ., ~
0 <.0 '" '"
'" ~ 0
c ~ B 0 .~
" 0> '"
0> '" E ~ 0> "' '"
c al c '" 0 c ro if)
.~ .~ ro '<i
'" '" '" Or ":i5 al c 0>
C ;;; '" ;;; 0:: 0 c
'" 0 0 0 ;;; <;; .~
~ 0 '" 0 I r- 0>
B " u '" ro rn
,'" c ~ 'c '" ."l al S
'Z 0 " 0 '" U
'6 0 ~ ro ." ~
'" '<i ii: W ~
0 " 0 rn " '"
~ 0 E c
c .~ '" c '" 1! ., ~ 0;
ro ~ ~
6 i= u r- r- ~ S u r- 0 S
>-
c
'"
<l
E
o
o
Q)
c
'C
Q)
ro
o
c
o
Q)
'"
S
:y
o
=>
.c
o
if,
ro
Ul
o
<l
2
D-
C
Q)
E
c
'"
L
Q)
C
W
L>
C
'"
Q)
c
.~
ro
o
.<!!
I
c
Q)
L>
~
Q)
c
~
~
n
Q)
(jj
o
'"
o
o
N
<:> <:> OJ> '0 .
~ <:> '<t '"
<:> <:> ui c0
CO OJ> OJ> CO
~ "- N
'" '"
- c c - -
II> 0 0 II> Ul
0 II> Ul 0 0
~ (jj
t.l Q) t.l t.l
L> D- D- L> L>
.. ~ .. ..
II> Q) - -
0 D- () ()
<l <{) .. ..
0 Ol '0' '-e-
~ ~
0.. "- 0.. 0..
ff>
III
..
..
~
..
>
..
aJ
III
c
o
:;:::
<l
o
::>
c
..
:;;;
I
If),
-,
c!
Q)'
EI
.-,
, L>'
'-' c'
2, 0'
~ CD, '(1ji Ui
001-01 iSi -oi
Om cu' , ,cl
I c' i-a: CD' CUI
roiol~:<1J:Q.)I[/);
"DiE! iBi:t:::oJ
o:cu:m'oioi:J!
__ !!J: ~-f~~! U ! U : ._____~______
I ! I
, I
i
,_, I~,
len! Imi,
:.51 I uii
'(I)I !~i
i.~i !~i .c:
'9-j i.~ i 'CJ)
0...; in.! "'0
!::l' : _I ro
i(l) ! ~i W
's! ,.Q: ~;
;:c : c 0;
Is ;0 I,
I, o:.:aJ'
2'~ '.8- ':J!0[
~! m, : ro CJ)::J
'v, Ol' "E -' '"
en Q}:.....,cn! CUI(f)
'- '-::::s,........,Q U
~1[/)CO!I1l!~!f-,~: 1<1J1
'-lore' : , __,-IU,::JI..e
:::Sj o~ mi, CI E! m:..x::i, ~I 0'1'
n:o'..x::,CDI'-lu '- m'm CD
E! . ui,-o!<:J :J Q)i.~I..oI, Ul
;~:._:'-!C = :J~V'!,-:cn
ro'O:LjroiO CD (U1:::Jiro:m
I~ I :'=?+~_~_~,I ~-;.<J.?~'~"!'~F
. !
1-01
Ie!
""
If)
c
'"
o
ro
L>
o
(f)
.~
c
0<
o
~
'co
Q)
]l
o
()
,0
.c
o
Q)'
-,
05,
c'
o
L>
Q)
2:
'"
o
>-
~'cn
~ c
=> ::J
f-co
L>.co<
c: .~ .!2
"'O<(f)
.!2l-o
o....c~
'" 0
1fiWU
+-' n..!:
~ Q;;U)
o .S:? Q}
O::WLL
V> (f},(17 if>
c '-o?-
0
III C "!
~ 0 '"
.. :~ ,
0.. ><
~ .. '"
.. 0.. I-
0.. :::: <:> II>
- OJ> '" ~ ..
II> ~ - OJ> n;
0 "- rn 'N rn
U V> ~ .~ '"
L> .. Iv> -
.. 0.. 0 n;
- - If) -
() III .. 0
.. 0 c I-
'0' t.l c '0 .
~ :;;; c
0.., '"
~
l?
--------- ---------
2
c
Q)
E
L>
C
o
o
L>
C
L> Q) '"
Q) Q) '"
~:t:: 0...
OiO :J
CO'O 0
Q)
Q) ro
u S
'" '"
C Q)
of-
E
cvQ},
---1i~
'"
C '"
'" Q)
L> Q) 0
m 0010
05"D.n1fio
m~oxo...
U)' ro 0 ro ""0
mWQ.)coQ)2
CL '2 :E ~ ~ C
C LL C :J :>" aJE
~ 00-;0:
"-'..c (l) ..0"-
W U). E -e ~ -g
ill~:om,oO'
SLL~~O,CO 00
<1i
()
::J
'"
(f)L>
C
'E' '"
'" 6
U) lC
::J Q)'
:;:; g.'
fu"(ij
ci--:J
o Q)
I .~
ui JJJ
Q)
() C
=> 0
m .(:
(J),O
ill iu
~.(l}'U)
illiCl..'Q)
-e'g-~
ro..c .~
COOD-
II>
..
..
'0
C
..
:::
<l;
-
o
,-
c
'..
>
W
0'"
-
::::
..
-
rn
.~
C
0<
2
CO
Q)
tm
Q)O
'" ()
'" 0
Q).c
00
~
..
.0
E
::>
Z
'0
..
-
o
..
'0'
~
0..
<:>
<:>
'<t
, ""
Ol' Q)I Cl
C .c . C
';:1 (), Q) ';:
.. 'ii' .() ..
- !'~ -
.. ,L> '" C
c t.l ' C Q) U
.. '" ;:
<l c 'If) (J) c 0
E 0 - 0
0 0 '0
0 tn: 1; c <f) Cl ""
U ..' '" ..
$:i~' '" 0 Q) S: , .. .
<f) C N ~
Q)
"" C L> Q}~ :y c aJ
0' o ::J D- o () 0 -
::> ~'o ~ 0< ::l :;0 III
.c 0.; C Q)f- .c <l 0
t.l 0;- D- . UO t.l
0 0 0 0 0 I'- I'-
. 0 0 ~i~ '" '"
'0 0 0 om m 0 m
.. 0 0 '" Q) 0 '" I'-
- - <0 '" ~ Q) " M,
0 '" .0 I'-
.. 0
"eO
"-
'" if} (/}f:It 1ft if}
6!C 0 0
" 0 0
0 ~:g '" 0 0
<II .. 0 '"
~ ...~
'(1) Ol '"
.. a..!o.... '" '" '"
"- ~ "
~ ll}i'-
.. 0...:0} >
"- ,"- a>
- lOilO lD
<II t-:IN .2
0 "-:N
0 ;;iw
--"--
,
~
(1]
Ul
o
0.
o
~
D-
Ol
e
"
(1]
~
Q)
C
llJ
'00>
e e
(1] ~
0>2
e '"
_e
~ c
I~
e
Q)
'0
~
0>
S
'@
.0
2
Q)
U
<!)
o
o
N
.
'"
..
Ol
i!
..
>
..
[Il
"
o
<II
"
"-
"
"-
<II
e
rn
u:m
~:-g
~ e
cO'O
"'OlE
Dill)
U)J~
'"
C
a>
,E
m 'u
a> e
f- 0
a> 0
o a> 1-0
-oroi!C
ll) $iQ)'ro
~ "Oi~; ~
'" a> I' 0::::1 (1)
020u~
<II
e
o
'"
a.
o
:>
"
..
::
'"
.a>
,:;<
, !.~
i -1,"-
10, -
ffi:Q)
fI'i :CO! ~
ii) !Oi(\)
ro ; >.I..c
~ !miO
en i~ir.ti
c ~.ci Q)
(l) "(/)10
.::.: '!.-! 10
t) : IIDi E
6 I U)iO:::: 0 fJ)
"0 i 31~!1-. c
ill !co!~i ~ ~
~ (/} : 2:'! ~ .2 "'0 ro
'- (u :~;:2: m::l ro ~
";; 2>1 (/), ro' _,--1; ro,m ~
2,:::1 ,~!CD'g-;ul!~;':; ~
.~ -.OE,2:0i~ -5' 5i ll)'m 0
'roc......,1 Q) ........_j :::1,""'-
~1cQj4u: ~:9i~lOO ~
i_'
e
,w'
if- !
i g-j
, .
i g-!
io....;
''0
e
'"
'"
a>
<11:0
];(1) ro
'i-':c l-
e> '" 0.
co I-- Q);
.P Q) cL
~ '" ~
'" rn '"
ID <u Q)
:0>.......
rn '" '"
f-lDO
-.:;t;N N
"
'"
a.
E
o
o
Ol
e
.;:
a>
n;
o
,.,
- -
u c'
e 0
.~ Q.i
1-0
'"
'"
Ol
'0 <II
a> '"
st
'" e 0
0.00
fjw"O
o E,~
'"-' \])10
12 cr;!(/)
~S.,{
---~._-_.-
E
"
"-
''0
o
o
'lL
iCe
'" '"
() :s
e 0.
~ ~
"'f-
e >-
-c
o :>
co'"
,2 u ~
ro >-. Q)
.g ~ u
t E'~
Q),m ill
0'0::: if)
'"
o
c
'"
~
:>
'"
"
x
''''
C'I-
.~. ~
wim
oiw
t)
o
U
-g
13
Q)
~
"
0
UI
~
"
"-
~
"
"-
-
UI
0
U
.
!!2
'"
<n
0
II UI
e "
D- Ol
'"
OJ ~
" "
>
C "
'" [!)
t
<])
C
w
" OJ
c C
'"
OJ2
c '"
'C 0
<]) .c
ro
0 0
!!2 c
:r: '"
C- UI
C "
<]) 0
" :;:;
~ c.
0
OJ :>
,~ "
ro "
~ :;;
.0
~
<])
0
CD
0
0
'"
o
o
" cO
s..ffi
g ~ 1O
'0'0
~
"-
i
",i
,
I
6: c:
((.I' 01 t/)
Qi:t?:Q>
o...i~!~
wi ,-' (p,
a...: Q;ll >
D-,<D
ffiilO!~
.......::~i 0
'NI'+-
w:(fl!
o
:0
:0
'0
I'"
00 <0...- :......
qo",!~o::::
0<'001'--(0
('I') 0 ...- 10 -Q)
0) o::t ~
'"
.
~
'"
U)
'-~-r-----;-
,
-~--~--~---i'-+-1-~L~_._-:---t-- -
c'
0:
..'
:;;
(L:
!B!
ci
Qi! llli
(L' E,
(IJ ffi '5:
@: I- 6'
Uiil}i~Lw 0
~:-gi:;;!ro -g,
~'6:~is ill CUi
.ui EI C!-o~':1:
0: wi ro Q), 0,::1: <P
(j)~l.2.~~_lS? ! 0; ~ '
'00:
,,'
':;<
10'
iaii:L.i
:m:(1):
'mi~
'oim
>._.J:::
,ro!O,
:2:; (I)'
-:(])!
!~.B'
..-I rn
lID: E
(f.Iia:IO
! 3i-e,I--.:
iCO!~1 ill
! >.: (f)! ~
~ !.....: :::l!::::;
Ql !~i~lQ)
2"l ~il~! ci!-.J.
::J 0 ;:::l,(f.I
E Oi~i-5i5
ro 0' ~,Q)i'c
I _ ~~~j~jq__
"D i Q)i
~i(/)!
i~:lli:
il!?:U!
-gi~!
......, u
~:ro:
Q) 12: i
,>: >.!
,"'0 E:
Q),ro!
ml ~:
.SlO:
mi'-! IJ)
~i o~ ill
i .....: rJ); 0)1
: ol~! -g! ii1
!-c! ll)' >1.-
: 001((11 >i-6
;"(\11-013. e'l 0
51WI IDii: .2!O
m:wlxlO Q):"'O
~:Qliroi E:Ql
......' al([]: 0 ......!t
~ 2!O!I9 2ig
OJ: elm:, 0 ~I, '"
(/)iQ..'COiQ.. >!<.(
; :
E
:;;
"-
'0
o
o
LL
C
Q> cu'
U 0:
c 0..;
~ E'
~ ~:
c ,.,.
0. ci
c ~r (J)
o o:J:
:g >.,
g ~ .~
t E 2:
(J) ro Q:I,
o a::: w;
.
't5
o
U
'0
1')
<)
Q
0'
::L
C
<D
f- ,
CL,
=>
"
0..,
0'
eLl
,., 'O!
" C
'" '"
c. '"
E <D
0 Ol '" :0
U c ill ID '"
.<: '" :0 f-
" => '" ".'
- m
'" f- ~'
u -2 ID(L
~N 0>' " .
'" '" :;; "
i:3 c <J) :;; :;; "
'"
" .!2 :0 > ro ~
.j;: ji '" <D =>
f- m 0 '"
f- 0 " N N C
'"
't5
~i
cO
c
~,~
0i..c"
:E
o '"
'0'0
<D :ii
roW
c'"
.~ 0
::;;"-
c'O
.~ ~
~~
Chuck Wagon Catering Company
Byron Korus, owner
3425 Highway 169
Plymouth, Mn, 55441
December 8, 2005 Phone %2-473-7041 www.mncatering.com
1"-~ .
.
Schawn P. Johnson
City of Arden Hills
1245 West Highway 96
Arden Hills, Mn. 55112.5743
Dear Schawn,
This proposal is for the "Celebrating Arden Hills" annual event on June 24Lh, 2006 with
service from 5:00 pm to 7:00 pm, We will provide our own staff as requested for setup to
the cleanup of the entire event. I understand that we can arrive at 12:00 PM" however, we
will not need that much time, but we will be responsible for service and cooking of all
products,
Celebrating Arden Hills, custom menu:
Hamburgers
Hot Dogs
Chicken Breasts
Fresh fruit Display (Watermelon and seasonal fruit), Cole Slaw and Potato Salad,
A display of:
Lettuce, Tomato, Onions, Pickles and Sauerkraut
Mustards, Catsup, Horseradish and Barbecue Sauce
Chocolate Brownies
Beverages will include: Soda (in cans), iced tea, lemonade, bottles water, and coffee with
all appropriate cups and condiments,
$7.95+
We will also provide some garden burgers for vegetarian individuals while they last.
Or
A Party with the Pig (and a few turkeys)
Whole Roasted Pig and Turkeys Carved on Site, Served with Sliced Sandwich Buns,
Fresh Cole Slaw, Western Pasta Salad, and Fresh Fruit Salad
Corn on the Cob, Barbecued Baked Beans,
Cowboy Fried Potatoes
And a station of condiments:
Assorted Barbecue Sauces, Honey Mustard Sauce, Chopped Onion, Sliced Jalapeno,
Pickles,
Assorted Mustards, Horseradish, and other condiments
Chocolate Brownies
.
Beverages will include: Soda (in cans), iced tea, lemonade, bottles water, and coffee with
all appropriate cups and condiments,
Pricing for either of the above menus $7,95
.
.
.
.
-2-
December 9> 2005
The above menus 400 $7.95 $3180.00
Staff for the event 6 $125,00 $750,00
Sub total $3930.00
Minnesota sales tax 6.5% $255.450
Total for the event. $4185.450
This proposal includes all buffet tables, and all of our food functions are cooked on sight
with oven fresh sandwich buns for the hamburgers, hot dogs and chicken breasts, This
pricing is based on two sandwich portions per person, We provide all heavy duty utensils
and tableware; will prepare the sandwiches as the guests request them for freshness; and
compiy with all health codes of the County and State; our staff is ServSafe trained. We
will have two double lines for ease and quickness of service. We will also, as requested,
provide and service the table cloths for the serving tables.
We are a licensed caterer, and will obtain all permits necessary to complete the function
without any additional costs to Arden Hills, We will forward a certificate of insurance to
the City of Arden Hills upon request. In addition, we are an approved caterer by the City
ofSt. Paul Division of Parks and Recreations.
Sincerely,
Byron Korus, owner
From: Byron To: Michelle Olson & Schawn Johnson
Date: 1/9/2006 Time: 3:02:54 PM
ChuckWagon Catering References
Barb Rosen
11843 Minnetonka Boulcvard
Minnetonka, Minnesota 55305
Phone 952-938-5686
Minneapolis College of Art and Design
Bcth Van Dam (multiple events of300 +)
2501 Stevens Avenue South
:\filmeapolis, Mn, 55404
Phone 612-874-3739
Cindy L Aldrieh
7711 Heritage Road
Eden Prairie, Minnesota
Phone 952-937-1028
Hospital Linen Services (customer eount 550)
Lias Bjoslad
725 East Milmehaha Avenue
St Paul, Minnesota 55106
Phone 651-774-9645
Ron and Rita Zebeck
998 Wildhurst Trail
Orono, :\fN, 55354
Phone 952-472-8124
Carver County Public Health Department
Kathy Paulson
GovCITIment Center Administration
600 East 4th Street
Chaska, Minnesota 55318
Judy Erm
4943 Birchwood Lanc
Minnetonka, Minnesota 55343
Phone 952-933-5284
University of Mil1ncsota
School ofl ,aw
A.mber Fox
470 MOl1dale Hall
229 19'h Avenue South
Minneapolis, Minnesota 55455
Phone 612-624-9721
lBEW Union, Local 292 (customer
count 2000
Attn: Paul Klesmit
312 Central Avenue
Suite # 292
Minneapolis, Minnesota 55414
Phonc 612-617-4230
Reinhart Food Service (customer count 700)
James Reyes
134 Commerce Boulevard
Rogers, Minnesota 55347
Phone 651-230-4949
Office Max Commercial (customer
count 600)
Mel Jolosky
7500Medidian Circle North
Maple Grove, Minnesota 55369
Phone 612-802-5888
Tom Stauber
8441 West Lake Drive
Chanhassen, Minncsota 55317
Phone 6 I 2-8 I 9-6649
Edina Realty Home Services,
Wells Fargo (customer count 775)
MacKenzle TUDlcr
6800 France Avenue South
Suite 655
Edina, Minnesota 55435
Phone 952-928-5324
Sygl1eta Sccd, 1nc
Joyce Johnson
75000lson Memorial Highway
Minncapolis, :\linnsota 55427
Phone 763-593-7333
Page 2 of 2
.
.
.
1/9/2006 3:21 PM FROl1: Ins Brokers of ~1N Ins Beokers of Mli TC; +1 ((;~1) 634:".:.37 L;;GE: D02 OF 003
.
ACORQ, CERTIFICATE OF LIABILITY INSURANCE I DATE (fiI1MIODIYYYYi
01/09/2006
PRODUCER (763)323-3000 FAX (763)323-8353 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Insurance Brokers of MN, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
900 East Main Street, Ste. 100 A~I~R THE COVERAGE AFFORDED BY THE POLICIES ,BELOW.
Anoka, MN 55303
INSURERS AFFORDING COVERAGE NAIC#
-.... Special Events Catering Inc State Auto Milbank 416s:f'-
INSURED INSURER A
3425 N Hwy 169 Heritage Mutual .......--
INSURERG: 14184
Pl ymouth, MN 55441 -.. ----
INSURERC
INSURERU
-----
INSURERE
COVERAGES
.
THE POLICIES OF INSURANCE LISTED BELOW HAV:::: BEEN ISSUED TOTH~ INSURED NAMeD ABOVI:: f-OK I He:: POLICY PERIOD INDICATED_ NOTVvlTllSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENTWITII RI::SPI::CT TOWHICH THIS CERTIFICATE MAY BE ISSU[Q OR
MAY PERTAIN, THE INS\WANCi:: AfFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU THE TERMS, EXCLUSIONS AND CONDI1IONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCI::D BY PAID CLAIMS.
-
INSR D' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE _~.fr;Y,EXPIRATION LIMITS
OO1YYJ
GENERAL LIABIlITY PBP959362205 06/06/2005 06/06/2006 EACH OCCURRENCE , 1,000,000
~
X 3MMERCiAl GENERAL LIABiLITY OAMAGE: TO RENTED , 100,000
-=- CLAIMS MADE [K] OCCUR PRE 0
~11::1J EXP (AnyooC) pC)rson) , 5 000
---..- ......
A PERSONAL & ADV INJURY , 1,000,000
-
CENERALAGGREGAIE , 2,000,000
- ----- .... -
~'~ AGG~nE L'MIT APnS :ER PROUlJCIS COMPIOP AGG , 2,000L()()()
PRO.
POUCY JE:CT LOC
~OMDBILE LIABILITY BAP2080403 06/06/2005 06/06/2006 CCMDINED SINGLE LIMIT
,
ANY AUTO (FZI<iccidonl)
... --.-.
X AlL OWNED AUTOS BOOIL Y INJURY
(PorpelSonl $ 500,000
A X SCHI::D\Jl_H) AUTOS _.-
HIRED AUTOS BODILY iNJURY
X IPcrZlccil1ent) S
NON-OV\NEO AUTOS
- c..--- .- -----
- -_.--- PROPERTY DAMAGE: S
(Peracciclent) ~~
----
~ARAGE UABlLITY AUTO ONLY - EA ACCIDE~_~_._ ,
ANY AUTO OTHER tHAN EAACC , ---
Aura ONlY: AGG ,
-
~ESSIUMBRELLA LIABILITY EACH OCCURRENCE ,
OCCUR D CLAIM~ MADE r---
AGCREGAII- ,
, --
=1 DEDUCTIBLE ,
RETENTiON , $
- f--. F59581 06/06/2005 06/06/2006 l~I\ICSTATlJ-sl I~TH
WORKERS COMPENSATION AND _1 PRY_LIMITS ER
EMPLOYERS' LIABILITY E LEACH ACCIDtNl S 100,000
B ANY PROPRIETOR/PARTNER/EXECUTIVE ....
OFFICEPJII.1EM(3[R EXCLUDm? ELDiSEASE - EA EMPLOYE S 100,000
Ifyp.~. describe under F_LOISE:ASE -POLICY LIMiT , 500,000
SPECIAL PROVISIONS below
OTHER
DESCRIPTION OF OPERATIONS! LOCATIONS IVEHICLESI EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
CERTIFICATE HOLDER
CANCELLATION
.
City of Arden Hills
Attention: Michelle Olson
1245 West Highway 96
Arden IIi 11 5, MN 55112
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THEISSUING INSURER WfLLENOEAVOR TO MAIL
DAYS WRmEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFr_
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES_
AUTHORIZED REPRESENTATIVE
.xf,(~-,./
Debbie Ramsey/DEBB
ACORD 25 (2001108) FAX;
(651)634-5137
@ACORDCORPORATION 1988
~
~HItLS
PROSPECTIVE CATERERS FOR THE CELEBRATING
ARDEN HILLS ANNUAL EVENT
.
Caterer's Name: Chuck Waoon Caterino Company
DATE January 11, 2006
CALL MADE TO: Mel Jolosky-Wells Faroo Mortoaoe -Edina Home Realty
CHECK CONDUCTED BY Schawn p, Johnson Assistant to the City Administrator
CITY & STATE Maple Grove. MN
PHONE NUMBER 651-230-4949
1, WHAT TYPE OF EVENT DID CHUCK WAGON CATERER FOR YOU?
Annual Wells Faroo-Edina Realty customer and staff appreciation event The event was catered to over
500 people,
2. ON A SCALE OF 1-10. HOW WOULD YOU RATE THE FOLLOWING?
CUSTOMER SERVICE: 9 .
FOOD QUALITY: 10
FOOD PRESENTATION: 10
CLEANLINESS: 9
QUALITY OF STAFF: 9
TIMELINESS: 10
3. WOULD YOU RECOMMEND THIS COMPANY TO THE CITY OF ARDEN HILLS? IF NOT. PLEASE
EXPLAIN,
The Chuckwaoon Caterino Company is an outstandino caterino company, The food was outstandino and the
customer service is wonderful. Mr. Jolosky would hiohly recommend the Chuckwaoon Caterino Company to the
City of Arden Hills,
4. IS THERE ANYfHING ELSE THAT YOU WOULD LIKE TO SHARE WITH ME REGARDING THE
CHUCKWAGON COMPANY AND YOUR EXPERIENCE WITH THIS COMPANY?
.
.
~
~HILLS
PROSPECTIVE CATERERS FOR THE CELEBRATING
ARDEN HILLS ANNUAL EVENT
Caterer's Name: Chuck Waoon Caterino Companv
DATE Januarv 11. 2006
CALL MADE TO: James Reves-Reinhart Food Service-Rooers. MN
CHECK CONDUCTED BY Schawn P. Johnson. Assistant to the City Administrator
CITY & STATE Rooers. MN
PHONE NUMBER 651-230-4949
1 , WHAT TYPE OF EVENT DID CHUCK W AGON CATERER FOR YOU?
Annual customer appreciation dinner at the Landmark Center. The event was catered to 700 people.
2, ON A SCALE OF 1-10, HOW WOULD YOU RATE THE FOLLOWING?
CUSTOMER SERVICE: 10
. FOOD QUALITY: 10
FOOD PRESENTATION: 10
CLEANLINESS: 10
QUALITY OF STAFF: 10
TIMELINESS: 10
3. WOULD YOU RECOMMEND THIS COMPANY TO THE CITY OF ARDEN HILLS? IF NOT, PLEASE
EXPLAIN.
The Chuckwaoon Caterino Company is an outstandino caterino companv, The food is outstandino and the
customer service is wonderful. Chuckwaoon will do an outstandino iob for the City of Arden Hills,
4, IS THERE ANYTHING ELSE THAT YOU WOULD LIKE TO SHARE WITH ME REGARDING THE
CHUCKWAGON COMPANY AND YOUR EXPERIENCE WITH THIS COMPANY?
.
~
~HILLS
PROSPECTIVE CATERERS FOR THE CELEBRATING
ARDEN HILLS ANNUAl EVENT
.
Caterer's Name: Minneapolis Colleae of Arts and Desian
DATE January 12, 2006
CALL MADE TO: Beth Van Dam
CHECK CONDUCTED BY Schawn p, Johnson Assistant to the City Administrator
CITY & STATE Minneapolis. MN
PHONE NUMBER 612-874-3739
1, WHAT TYPE OF EVENT DID CHUCK WAGON CATERER FOR YOU?
Conducts two events each vear for recruitina future students to the colleae. The event caters to 400
people,
2, ON A SCALE OF 1-10, HOW WOULD YOU RATE THE FOLLOWING?
3, WOULD YOU RECOMMEND THIS COMPANY TO THE CITY OF ARDEN HILLS? IF NOT, PLEASE
EXPLAIN,
The Chuckwaaon Caterina Company is a very aood company. Mr. Korus (Owner) is outstandina to work with on
these type of events, The food is always excellent and the staff is extremely helpful. Ms, Van Dam noted that the
Chuckwaaon Company does a areat iob of handlina there event and would hiahly recommend them to the City of
Arden Hills.
4. IS THERE ANYTHING ELSE THAT YOU WOULD LIKE TO SHARE WITH ME REGARDING THE
CHUCKWAGON COMPANY AND YOUR EXPERIENCE WITH THIS COMPANY?
.
~ ,:. 0
0 0
g ~ 0 0
~ ci
~ "- ,; ci
0 ~
'" ;;; ~ ;;;
e .
2
~ ~
~ 0
~ g
. ~ g 0
ci
0; E ~ 0 ci
~ ~ :z N ~
n: .. ;;;
w U ;;;
0
'E ;0;
u . 0
if ~ ~ E "
,jr2 i;; E8 "
E c: ~ 0
c"tJr-"" 8_~ 0
g.2:'>;~~ g2 E
.
_;:: .:. e::: \0 x 2~ t-
"* ~ ~Z~ ~ C
{IJ""" 0 0
0~i:r~~ 00
.;?;-.!':; . . 0
~8-;;;~:;rg~ . 5 0
E " <)
~ ~ ~ g-~ ~ ~ . E ~
g; ~
._ <: r- ~ f-. @) . '0
.... ~:: _~ ",8::: = . E ~
w",,:::2:;O:;; ~5 ~ .
" "'
~ ~ 0 cl'
~ " ~~
. _0
<) 6tf
~
~
~ m
5 (/)
~ 0
~ a.
0 N
. ~ 0
~ c... g
.
i[ .!E ~
'" .
g =
. I l'
" 8
0 c <3
U Q)
g '0
. ~
.;; <(
-g
in
..
"
"
..
~
o
..,
~
..
-'
<>
<>
'"
..,
'"
-
..
a.
>-
1:
~
o
t) Z-~
:S:i~
'e lfJ~
.c =81
O%.E
In .
>."
" m
oE
1-<(
-
.
~
"
~
~
.....
o
C
o
.
.
(0
o
-
'<t
N
-
(0
o
* OJ
n <3
. c
g Q
o >
~ ~
"
~ -3
ii
J;
"
;;
U
,
li
~
~
.
i[
2
~
~
:;;
..;
N~
~~
~'
~:;;
~~
Z.i
'"
.
."
"
o
(/)
_ m
== ~ N
IxlO
co";
.~
Q)~~
TI'< u;
-< ~
<0
o
o
'"
..'
'"
~ ~
~ ~ ~~
>. a... a...
~ ~ ~g
:J a... 9i-:
ro 0006
U) c::! 0
__ it) l.O to
$-
rn 0- C ID Qj -0
o(l)~.~E ~
cU)~r-i= S
Q) 0 c (l) (I)
&i ~ ~ E
w ~ 0 ~
w
.....
o g
>. ~
- ~
O~-Q
~~
:I: .
.~:
",0
~.
E
o
u
J\
.~
~
o
o
o
o
~
..;
..
.~
~
~
~
;;;
a
011 ffi
~ ~ !i ~
~ (0 c ro .g>
~:5 ~- ~~ ~
-;~ Olll {;;oEU >
E:E g ~ i} (G OJ to c: ""
~~ ~H~~H. H
O~",,gg>W;!8:ffS~ ~o
.~ :O~O ~~2=3~~ ~~
~ OlIllO..:,t;~W:'- Q)"'C:fi-o 0
c~~I~u~~~~i:8a::
~~~g~-5~~~~~V)-g
.....I'--OQl_gQ)EO~.s::::t
_ !D.....u:~6.s::::olD.!!!~g
o OID'.l&,'-lI>
o u.<
U
,;
~
:0"
,,-"
~:5~
.0"
000 -
o . 0
~:c ~
iJ..!!!lD
.c..!! III
._ -0 g
liJlUt::
o . ~
crO"
E .g-u
.:?-D ~
~,g ~
:s..~:o
::l~.!!!
~ ~
oaa
~~~
- . '
~"U1:
oo~
~'o
CIl g><\!
;>0 -- Gi
]~:s
<i"~
o
o
ci
o
'"
..~
.
o
0-
t.i~~
,~
{'.j:1ll c:
..~ ~
~:Q
o 0
E 0
~.E
oi w
> ~
.- ,
~ 0
.~
" 0
~ ~
c'~ 82'
o :I -- C
~ g.2'~
o..llItG"U
on ~ -g :<: 5
~~:8~
o "U.s:::. -- IV
R10- ~
o..~$!~8
Qloc:g",
~~~~~
g ~:g ~ ~
QllOm~<I.I
a:l"'--:E~2
o
o
..
o
o
g
M
W
]ij
o
t-
!!!
"
o
.
"'
'"
c
~
E
o
.
"
~
c
w
c
'"
o
~
~ ~
~ &
.. l'
"0 .
.!? 2 II)
~~ .
~~~~
....-:J.o-
~~; ~
co2 01 Cl..
~~~~
_..o>Q)
g2~Nm
Ll.o;t('\/('\/(g
ro
o
.
0.
"
.
1ii
u
-"
00
O~
go>
~~
"'w
..
~M~
ggo>
;;;;~M
~
\1
t-
.0 ~-
o ~-5
~ ~1-
ill Q;I '^ ~ u
E.2 _ ~-1- iii
~~_g~~E
wV)~c3~Ji
m
~
0;
ro
ro
<"i
..
c
~
>
~
~
o
u
.
"
B
~
.
5
cr
.
'"
"
o
o
~
o
'"
o
~
~
.
o U
o ~
o c
<h .en
~ .~
00
~.
.2 _~
~ -<Ii
.8.
. .
nU
= '"
~~
c c
. 0
6>~
. .
;;E
5 ~
- .
~ ~
~ E
~ i;
'u
& ~
.
]
.,
15
'"
.
.
E <(....;
~ c
C> _' <P
. E
g-~
DC
0.2
!!! ~
2'"
.2
. .
~U
~o
0"
-g~
~ ~
.
. ,
"e>
.s
"
.
c
.
"
"
t-
o
o
ci .-
g ~
"' .
oF} .2-
~
'i
o
.
o
'"
"
.
"
>
.
"'
'0
o
o
u.
"
~
"'~.'..l~ '."
,;~f
!:
,
~..
.~
~
>
.
~
"5
c
o
"'
iJ
o
"'
..9
"
"
1j
,
"
"
n
E
~
.
'"
B
~
~
o
.
~
r
"
u
~
<3
c
~
rn
c
~
~
J;
,
"
c
.
~
,-
((I' - !
\, ,
,~ !
~
o
o
~
N
,
o
o
'"
:l:
v
~
15 ~
U) g ~
K ~;;
3 "i)
'c ;; u
~ ~ ~ ~
olr: ~ ~~
.E~"O""N '-'c
rn3~;g;;;g.s*
.~ ~a::IO;ri:r~H~.
2..2 iDZ LL....... ~;5
!II ~.2:::2...,:e Z',~
c;,~~~~~:~l;
'~8<l>n;:!:<p~~
() ~nl"'<D@~
... C'Er---~t-;-_2,-~
~.~ <Il~ eN c: E-'"
.~~~5
~~
.
c
Q
.
~
~
~
.~
.
u
.
.
.
.
0:
.
c
.Q
11
"
~
.
.
.
T
~
"
.
~
~
~
!?
.
';;;
.Ij
"
u
.
g
C
~
.
0:
(/)
II ~
c:B~
Q)" .
.. "'
'E ~
<(
'-
o
>.
""
U
N
ro
(/)
o
n.
o
~
[L
(/)
:>
~
v
~
N
@
~
;;:
N
J:
c
Q)
"0
~
<(
'-
o
>.
-
<3
<0
o
-
'<t
N
-
<0
o
Q:i Qj
'iii (ij
00
~ 5
[ iii
o ~
Ii: ~
- .
C .
2>-'
<5
N
"'
'"
.i
z
'"
'"
~ N
c
g
C
~
~ 0
m-
AC
. .
0:1"
;;;!j,
'"
~ r;
N ~
C
o
o
~
o
o
N
..;
N
.
C
~
>.
. '"
n lL
5 0
'" 0
if} cVi
w.c
m {Tat
Q JL~
.
a
c
.
>
W
"
>
iii
..
c
c
..
.c:
o
-,
..
""
..
-'
o
o
on
M
-1:
..
a.
'"
C .
:J 2
o ~
o z u
-o==~
-E.!!! ~
..c::Cl
":I:
(/) C
~-8
o ~
1-<(
B
"
.~
OJ
o
"''''
<UL
00
00
6it=-..
00
00
.0.0
q; <11 'D
E E: <II
i= r- 9ij
C <II iii
. ~ -
tiJ~-~
OJ
"
N
c
-
1i
0:
"
.
E
c
'0
~
.
"
Ji
N
,
~
~
.
u
Ii'
,
"
.
:>
o
o
ci
o
N
~
o
o
ci
M
;;;
o
o
ci
o
N
~
o
o
ci
M
;;;
.
o
C
~
~
~
E
o
.
;;
o
~
"
.
o
Z'E
c ~
~ .
OlL
on
AO
.0
~~
Ec
t2.f.'!
_ 0
O~
AE
~.
Ot-
o
o
<D
m
"
..;
~
~ ~
.
;; 1
o
~~
o ~
a ~~
lD >.::0
~ ': ~ 1J;
::J ~ ~ ~ ~
~ as. ~ . {.) >
~ c ..l::-~Eo-g
E~~ <IJ......[J)lI>- ~
o"5.~ ~E~;ij~ i
W'3=OL O::O~c8m CO
:In II "E"I-. 'u~ aU
og-g t8 2~L~~5 ~.~
~-~ ~~ ~~~~~~~!:f
f~ ~glD g.ui ai 6(/)0$:"2
1::1 c..oo C-.e: c III tl'S.9ut::
~.!!lE.....~B..Q~-e2S8g
~~:i!:E~~66~~&w~
o
o
v
. -
" .
~'"
. "
.n
:0"
_E
:;~
n-
~g
~ 0
0.'"
-g.:g~
n-_
~.C
~::c~
~~Q)
~o.
~o
E _V1'-
:lTI c:
- .
E <1)- <J)
Ill":::::U
~ ~ c
~j ~
" ~ ~
:2 g~
g~2
.~~ ~
:j::: c ~
" ~ "
n >
~ .~~
oeu
n . C
-< ~ ~
o
o
ci
o
m
~ .n
n~
. ~
Co
~c.
~~O>
U <Ii ~
-g~
6~
E:2:t:
~g;!
.~~ ~
~o~
"~ ~
c~~~
~6~i)
.... ~:;ns-g
~ u 3: IG
~8.g~ n
':CIIq)g~
u-g.s,uE
~::'..2~:o
~ ~ ,~ 8 8
<<JC=-:::: -
L<l:!UCIIG)
~O"u.&Q)
<Il-oo<nq):g
CO....:.E::.2o
o
o
~
C'
Ii
0 00 ~~ . . m
0 om ~
ci r.ciC"':i <D
M NO ~ m ~
M om ~ ~ ~
~ <D~ ~ ll:i '"
~ ~
'''--' "-
c
.
>
.
"
5
0
~
" E
15 n
>- ~
. 5
jj ~
jj .
c 0:
. ('.
0: oR- '.
co. n o . 0
"'~
c ~ .0 0
. "' ~>- .
E n xn 0
c <D ~~iIi '"
'- .
" - 2 "~- 0
2 ~ ~-~~-* ~ '"
c
w UJtfJ:;20U)W
0
0
ci
~
~
.
'"
o
g
C
2
o
"
o
o
~
o
x
o
~~.
. . C
.!::L) 0
:;i!!g-
ct:L)
2&i!!
:g-=-::ln
=tl~~ ~
t-..a :ir:u
&.gQ)~m
~ ~~ y ~
g~.E2 g-
u..-.:tNN 0.
~
.
~ ~
~q"''''-.-
""ii
"
\
~
.
~
"
TI
'"
~
.
E
~
'"
"
-0
t-
E
~
. j
g: 0
'0 "
~
11 0
~ "
c . ~Ci
i:u
,,,=,<11 .
~ , .
" .
au ~
~,
.8 .~ ,
c '", ~
~ 0 .
0
. ~ D
D E
. ~
, .
u
" " '"
~ 0 2
.
. u .
. ~ .
~ ~
!? . <
. "
. .
u " .
DE -
.s ~
"u
" "
0;;:::"1
-< " "
. 0
_E
~'ii (j
OC c
~2 ~
~ ~
0", rn
"
-g2 ,
."" .
~o E
1!
0 ~ 0
u . 0
.~ ~
. "
. .
D' "
. , ~
." ~
~
c
.
"
u
~
.
"
~
o
o
<D
m
~
,,;
~
~
~
u
~
c
'"
l'
~
.
>
.
m
;,
o
o
~
jj
{'.
((IIi
~ar
.
.
.
.
~
~~HILLS
MEMORANDUM
DATE:
January 18, 2006
AGENDA ITEM 2.E
TO: Mayor and City Council
FROM: Michelle Wolfe, City Administrator ~~
SUBJECT: 2006 City-Staff Retreat
DATE
Staff has inquired among the Council members regarding availability, The assumption is that we
would structure the retreat similar to the past two years: Friday noon until early evening;
Saturday morning (maybe into early afternoon). We have looked at dates in February. As of this
writing, none of the Friday/Saturday combinations in Fcbruary work for the full Council.
February 10/11 - two Council members have conflicts
February 17/18 - one Council conflict
February 24/25 - one Council conflict, Saturday only
I would request that everyone bring calendars to the January 23 Work Session and we can select
final dates at that time. A fcw other options would be to do the retreat during a couple of
evening sessions, or to look ahead to the first weekend of March, We should also solidify times
and meal desires.
LOCATION
For the past few years, the retreat has been held at Arden Hills City Hall. Weare looking into
the alternate possibility of meeting at the Holiday Inn this year. At Monday's work session we
plan to have information regarding the cost and availability ofthe facility,
FACILITATOR
We are requesting price quotes and resumes from three possibility facilitators. All have been
recommended to us, We hope to have that iuformation available prior to Monday night's
meeting. Otherwise, we will have it for the Jauuary 30 Council meeting,
\\Metro-inet.us\ardenhiJls\Admin\City Auministrator\Memo\2006\12-14.05 Memo RE 2006 Retreat-doc
.
.
.
~
~HILLS
MEMORANDUM
DATE:
January 18, 2006
AGENDA ITEM 2.F
TO: Mayor and City Council
FROM: Michelle Wolfe, City Administrator ~
SUBJECT: Fraud Case: Response to Residents
Attached is a copy of the most recent draft of a letter to residents. When last discussed with the
Council, the thought was that the letter would be prepared as an insert in the next City of Arden
Hills newsletter. The first draft was prepared by media consultant Pat Goodwin, This draft
incorporates comments received from City Council members,
This draft is presented for final review, discussion and direction.
MW
Attachment
\\Metro-inctus\ardenhills\Admin\Human Resoun;es\EE's\Non-Active\Berres, Sandy\I-18-06 Memo to Council.doc
Dear Arden Hills resident:
.
On December 9, a former City employee was charged with the theft of approximately
$225,000 of City funds. While we were fully aware of the investigation by the Ramsey
County Sheriff's Department for some time, we were unable to publicly address it until
charges were filed. Although you may have heard about this situation in the area media,
here's a brief recap about what transpired over the past six months,
1) On June 27, 2005, the City of Arden Hills staff became aware of some
irregularities involving City finances. We immediately contacted the Ramsey
County Sheriff's Department, initiated a complaint and pledged our full
cooperation with the investigation.
2) The City then retained an audit firm to conduct a review of similar transactions
during the six years the employee worked for the City, We determined the
amount of funds missing, and we turned the records over to the Sheriff's
Department.
3) We discharged the employee under investigation, based on dishonesty in the
performance of duties..
4) We modified and strengthened our financial procedures and internal controls,
including our yearly independent audits, and have incorporated changes that we
believe will make theft more difficult.
.
Because you may be concerned about the impact of this theft on the City's financial
stability, we can assure you that we've always taken the precaution of insuring against
theft As a result, the loss of these City funds will be covered by the League of
Minnesota Cities' Insurance Trust.
We want you to know that the City Council and staff are profoundly disappointed in the
actions taken by this former employee, It's always discouraging to find that the
presumption of honesty that we regularly extend in our daily lives to employees,
colleagues and others has been disrupted, It's especially discouraging when the actions
of a public servant jeopardize the trust that citizens vest in their local government.
As we begin the New Year, we are confident in the dedication of our City staff, and we'll
continue striving to provide you with the best and most cost-effective City services
possible, If you have any questions or wish to discuss this issue with us, please call the
City oflices at (phone number),
Sincerely,
Draft 1/9/06
.